Explore opportunities, document readiness, and the qualification facts we can later score against company knowledge.
Originals stay with the publisher. We store extracted text, pages and tables in the database. New IT procedure links are queued when a source stores them and the full catalog is reconciled hourly; a few due documents are processed every five minutes, and known documents are checked daily, subject to that queue. Source document lists follow each source’s refresh cadence.
Text is a parsing result. Typed qualification facts appear when a specification or qualification file can be read; they are not a bid recommendation. Failed updates retain the last successful text. Most ISVZ links fail as HTML pages, not files.
| Document | Status | Text | Last checked | Next check due |
|---|---|---|---|---|
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| vysvětlení zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:31 | 8 Nov 2026, 20:31 |
| vysvětlení zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:30 | 8 Nov 2026, 20:30 |
| vysvětlení zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:25 | 8 Nov 2026, 20:25 |
| vysvětlení zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:25 | 8 Nov 2026, 20:25 |
| vysvětlení zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:25 | 8 Nov 2026, 20:25 |
| vysvětlení zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:25 | 8 Nov 2026, 20:25 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:25 | 8 Nov 2026, 20:25 |
| zadávací dokumentace nen.nipez.cz | failed | Not extracted | 6 Nov 2026, 21:46 | 13 Nov 2026, 21:46 |
| zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:25 | 8 Nov 2026, 20:25 |
| zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:20 | 8 Nov 2026, 20:20 |
| zadávací dokumentace nen.nipez.cz | ready | Available | 7 Nov 2026, 20:20 | 8 Nov 2026, 20:20 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
| jiný dokument nen.nipez.cz | pending | Not extracted | — | 5 Nov 2026, 01:04 |
Status: ready · Role: specification · Fetched: 7 Nov 2026, 20:25 · Extracted: 5 Nov 2026, 20:25
cz.profile.xml · Most Evropská S028, č. akce 1000253 - přeložky ↗
obratovost"162,998*0,85*0,54 | | 74.816 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | | | | VV | | Součet | | 99.266 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |…
document-text · zadávací dokumentace · low confidenceSHA-256: f1942ac8a68b8687d1362f5e7ea1c9a191a29070026751c4b53cf1f607ad53b0
Parser: xberg-1.0.14:markdown-pages-tables-ces-eng-v1
<!-- PAGE 1 -->## Rekapitulace stavby
| Export Komplet | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2.0 | ZAMOK | | | | | | | | | | | | | | | | | | False | False | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | | | |
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| | | | REKAPITULACE STAVBY | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | Návod na vyplnění | | | | | | | | | | | | | | 0,001 | | | | | | | | | | | | | | | | | | | | |
| | | | Kód: | | | | | | | 1057 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Měnit lze pouze buňky se žlutým podbarvením\! 1) na prvním listu Rekapitulace stavby vyplňte v sestavě a) Souhrnný list - údaje o Uchazeči (přenesou se do ostatních sestav i v jiných listech) b) Rekapitulace objektů - potřebné Ostatní náklady 2) na vybraných listech vyplňte v sestavě a) Krycí list - údaje o Uchazeči, pokud se liší od údajů o Uchazeči na Souhrnném listu (údaje se přenesou do ostatních sestav v daném listu) b) Rekapitulace rozpočtu - potřebné Ostatní náklady c) Celkové náklady za stavbu - ceny u položek - množství, pokud má žluté podbarvení - a v případě potřeby poznámku (ta je ve skrytém sloupci) | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | Stavba: | | | | | | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | KSO: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | Místo: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Datum: | | | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
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| | | | Zadavatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | Uchazeč: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | IČ: | | | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | DIČ: | | | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | | |
| | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | True | | | | | | | | | | | | | | | | | | | | |
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| | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | | |
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| | | | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | Soupis prací je sestaven s využitím Cenové soustavy ÚRS. Položky, které pochází z této cenové soustavy, jsou ve sloupci 'Cenová soustava' označeny popisem 'CS ÚRS' a úrovní příslušného kalendářního pololetí. Veškeré další informace vymezující popis a podmínky použití těchto položek z Cenové soustavy, které nejsou uvedeny přímo v soupisu prací, jsou neomezeně dálkově k dispozici na webu podminky.urs.cz. | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Cena bez DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | Sazba daně | | | | | | | | | | | Základ daně | | | | | | | | | | | | | | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | DPH | | základní | | | | | | 0.21 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | snížená | | | | | | 0.12 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | zákl. přenesená | | | | | | 0.21 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | sníž. přenesená | | | | | | 0.12 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | nulová | | | | | | 0 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Cena s DPH | | | | | | | | | | | | | | | | v | | | | CZK | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Projektant | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Datum a podpis: | | | | | | | | | | | | | | | | | | Razítko | | | | | | | | | | | | Datum a podpis: | | | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Objednavatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Datum a podpis: | | | | | | | | | | | | | | | | | | Razítko | | | | | | | | | | | | Datum a podpis: | | | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | REKAPITULACE OBJEKTŮ STAVBY A SOUPISŮ PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | Kód: | | | | | | | | | 1057 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Stavba: | | | | | | | | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | Místo: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Datum: | | | | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | Zadavatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Projektant: | | | | | | | | | | Informatívní údaje z listů zakázek | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Uchazeč: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Kód | | | | | | Popis | | | | | | | | | | | | | | | | | | | | | | | | Cena bez DPH [CZK] | | | | | | | Cena s DPH [CZK] | | | Typ | | z toho Ostat. náklady [CZK] | DPH [CZK] | Normohodiny [h] | DPH základní [CZK] | DPH snížená [CZK] | DPH základní přenesená [CZK] | DPH snížená přenesená [CZK] | Základna DPH základní | Základna DPH snížená | Základna DPH zákl. přenesená | Základna DPH sníž. přenesená | Základna DPH nulová | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Náklady z rozpočtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | D | 0 | \#\#\#NOIMPORT\#\#\# | IMPORT | {0abaf246-03dc-4573-a3b7-59cef5a05457} | {00000000-0000-0000-0000-000000000000} | | | | | | | | | | | | | | | |
| / | | | SO 001 | | | | | | Stavební jámy | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {3e341aa2-4360-4a45-a94c-e7319292c864} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | SO 101 | | | | | | Obnova dotčených povrchů | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {34e83eee-9bb1-43e4-bf16-a7ab0cc90a42} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | SO 301 | | | | | | Přeložka vodovodu DN 500 | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {3d8461ba-09a5-4fdd-ac29-8eb06d9bd73d} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | SO 301.1 | | | | | | Přeložka přípojky d63 | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {04ec0d71-a4b3-4163-bc12-2fcebfff1b28} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | SO 302 | | | | | | Přeložka vodovodu DN 150 | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {513491a1-b301-44d7-be25-1de872a94055} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| | | | SO 501.1 | | | | | | STL 1 | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | D | 1 | \#\#\#NOIMPORT\#\#\# | IMPORT | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 0 |
| / | | | | A | | | | | | Stavební práce | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {26d16e7d-173f-4e50-919f-f1fbfbc4d3bf} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | | | | | | | | | | | | | | | |
| / | | | | B | | | | | | Plynovody | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {efcb3499-2a3c-4ccd-8cfd-db7653b6819b} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | | | | | | | | | | | | | | | |
| / | | | | C | | | | | | Přípojky | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {04569ffc-c761-4f5d-b0c4-7001b173fbed} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | | | | | | | | | | | | | | | |
| | | | SO 501.2, SO 502 | | | | | | STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | D | 1 | \#\#\#NOIMPORT\#\#\# | IMPORT | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 0 |
| / | | | | A | | | | | | Stavební práce | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {5fe693ac-1ee4-4a00-82f0-623f2b0cb36b} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | | | | | | | | | | | | | | | |
| / | | | | B | | | | | | Plynovody | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {662374dc-cdb0-42c3-b370-6ca9e00175be} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | | | | | | | | | | | | | | | |
| / | | | | C | | | | | | APKO + EPD | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {d9ba16ad-9ca4-4f07-9144-d81962beb76c} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | | | | | | | | | | | | | | | |
| / | | | ON | | | | | | Ostatní náklady | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {8a83d0fb-0291-4f7e-8206-ec94ced534cb} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | VRN | | | | | | Vedlejší rozpočtové náklady | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {d99ea516-edac-4fed-82e2-db07e38c511d} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
## SO 001 - Stavební jámy
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {3e341aa2-4360-4a45-a94c-e7319292c864} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 001 - Stavební jámy | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 001 - Stavební jámy | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 2 - Zakládání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 997 - Doprava suti a vybouraných hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 001 - Stavební jámy | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 339.87018174 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 339.87018174 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 112.80220898000002 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 115101200R | Čerpání vody na dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | | 0 | | | | základní | | 0 | 0.00004 | 0.00004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -844565888 |
| | VV | | Hloubení zapazených jam | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Čerpání podzemní vody z výkopu | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "1 x komplet" 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 115101302R | Pohotovost záložní čerpací soupravy pro dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 371350857 |
| | VV | | Hloubení zapazených jam | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Čerpání podzemní vody z výkopu | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "1 x komplet" 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 129951123 | Bourání konstrukcí v odkopávkách a prokopávkách strojně s přemístěním suti na hromady na vzdálenost do 20 m nebo s naložením na dopravní prostředek z betonu železového nebo předpjatého | m3 | 13.12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -102256817 |
| | VV | | 0,2*(2,8*4+2,8*8+4*8)"ŽB deska" | | 13.12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 131151204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 1 a 2 přes 100 do 500 m3 | m3 | 43.924 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1239412861 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,05"přepočtené koef.množství | | 43.924 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 131251204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 395.312 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 259051534 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,45"přepočtené koef.množství | | 395.312 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 131351204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 100 do 500 m3 | m3 | 263.542 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 745192089 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,3"přepočtené koef.množství | | 263.542 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 131451204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 5 přes 100 do 500 m3 | m3 | 175.694 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1132236008 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,2"přepočtené koef.množství | | 175.694 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 153112111 | Zřízení beraněných stěn z ocelových štětovnic z terénu nastražení štětovnic ve standardních podmínkách, délky do 10 m | m2 | 247.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00015 | 0.037079999999999995 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1118818696 |
| | VV | | Hloubení zapažených jam: Jímka 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 1 " 2*(8,4+3,6)*(10+0,3) | | 247.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 247.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 153112112 | Zřízení beraněných stěn z ocelových štětovnic z terénu nastražení štětovnic ve standardních podmínkách, délky přes 10 m | m2 | 1091.04 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00015 | 0.16365599999999997 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2034379951 |
| | VV | | Hloubení zapažených jam: Jímky 2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 2*(4,8+3,6)*(12+0,3) | | 206.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3a" 2*(3+8,4)*(13+0,3) | | 303.24 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b" 2*(4,2+8,4)*(12+0,3) | | 309.96 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 4" 2*(8,4+3,6)*(11+0,3) | | 271.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1091.04 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 153112123 | Zřízení beraněných stěn z ocelových štětovnic z terénu zaberanění štětovnic ve standardních podmínkách, délky do 12 m | m2 | 1008 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 150907849 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 1 " 2*(8,4+3,6)*10 | | 240 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 2*(4,8+3,6)*12 | | 201.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b" 2*(4,2+8,4)*12 | | 302.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 4" 2*(8,4+3,6)*11 | | 264 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 153112124 | Zřízení beraněných stěn z ocelových štětovnic z terénu zaberanění štětovnic ve standardních podmínkách, délky do 16 m | m2 | 296.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1316922367 |
| | VV | | Hloubení zapažených jam: Jímky 3a | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3a" 2*(3+8,4)*13 | | 296.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 296.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | M | 15920311R | štětovnice ocelová VL 604 | t | 99.266 | | 0 | | | | základní | | 0 | 1 | 99.266 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -772622999 |
| | VV | | "štětovnice VL604 -0,1218t/m2" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (247,2+1091,04)*0,1218 | | 162.998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 162.998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "15 % trvalé"162,998*0,15 | | 24.45 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "54 % obratovost"162,998*0,85*0,54 | | 74.816 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 99.266 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 153113113 | Vytažení stěn z ocelových štětovnic zaberaněných z terénu délky do 12 m ve standardních podmínkách, zaberaněných na hloubku do 12 m | m2 | 1008 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 243046256 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 1 " 2*(8,4+3,6)*10 | | 240 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 2*(4,8+3,6)*12 | | 201.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b" 2*(4,2+8,4)*12 | | 302.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 4" 2*(8,4+3,6)*11 | | 264 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 153113141 | Vytažení stěn z ocelových štětovnic zaberaněných z terénu délky přes 12 m ve standardních podmínkách, zaberaněných na hloubku do 12 m | m2 | 296.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -875114449 |
| | VV | | Hloubení zapažených jam: Jímky 3a | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3a" 2*(3+8,4)*13 | | 296.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 296.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | K | 153116112 | Kleštiny nebo převázky pro hradící stěny beraněné, nasazené, tabulové z oceli jakéhokoliv druhu z terénu montáž | t | 24.402 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00577 | 0.14079954 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 719029321 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | | 1.857 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | | 0.563 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | | 1.553 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | | 2.111 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | | 2.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | | 3.352 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8*92,086/1000 | | 0.737 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | | 0.991 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | | 2.741 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | | 3.182 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8*92,086/1000 | | 0.737 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | | 0.991 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | | 2.16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | | 0.563 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 24.401999999999997 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | M | 13010760 | ocel profilová jakost S235JR (11 375) průřez IPE 300 | t | 1.003 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 1.003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 658553038 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | | 1.857 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,857*0,54"přepočtené koeficientem množství" | | 1.003 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | M | 13010762 | ocel profilová jakost S235JR (11 375) průřez IPE 330 | t | 1.166 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 1.166 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1455974048 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | | 2.16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,16*0,54"přepočtené koeficientem množství" | | 1.166 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 18 | M | 13011016 | ocel profilová jakost S235JR (11 375) průřez IPE 360 | t | 2.319 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 2.319 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -21665947 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | | 1.553 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | | 2.741 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 4.2940000000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,294*0,54"přepočtené koeficientem množství" | | 2.319 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | M | 13011017 | ocel profilová jakost S235JR (11 375) průřez IPE 400 | t | 3.265 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 3.265 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -680708258 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | | 2.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | | 3.182 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 6.045999999999999 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 6,046*0,54"přepočtené koeficientem množství" | | 3.265 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | M | 13011018R | ocel profilová jakost S235JR (11 375) průřez IPE 450 | t | 2.95 | | 0 | | | | základní | | 0 | 1 | 2.95 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1215003289 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | | 2.111 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | | 3.352 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 5.463 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 5,463*0,54"přepočtené koeficientem množství" | | 2.95 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | M | 55283928R | trubka ocelová bezešvá hladká jakost 11 353 194x16,0mm | m | 8.64 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.07042 | 0.6084288 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1721192030 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 16*0,54"přepočtené koeficientem množství" | | 8.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 14011108R | trubka ocelová bezešvá hladká jakost 11 353 245x16,0mm | m | 8.64 | | 0 | | | | základní | | 0 | 0.09208 | 0.7955712 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 804675136 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 16*0,54"přepočtené koeficientem množství" | | 8.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | M | 14011112R | trubka ocelová bezešvá hladká jakost 11 353 324x16,0mm | m | 8.64 | | 0 | | | | základní | | 0 | 0.12385 | 1.0700640000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2110488742 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 16*0,54"přepočtené koeficientem množství" | | 8.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 153116113 | Kleštiny nebo převázky pro hradící stěny beraněné, nasazené, tabulové z oceli jakéhokoliv druhu z terénu demontáž | t | 24.402 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00072 | 0.017569440000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -486718515 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | | 1.857 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | | 0.563 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | | 1.553 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | | 2.111 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | | 2.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | | 3.352 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8*92,086/1000 | | 0.737 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | | 0.991 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | | 2.741 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | | 3.182 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8*92,086/1000 | | 0.737 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | | 0.991 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | | 2.16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | | 0.563 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 24.401999999999997 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 161151104 | Svislé přemístění výkopku strojně bez naložení do dopravní nádoby avšak s vyprázdněním dopravní nádoby na hromadu nebo do dopravního prostředku z horniny třídy těžitelnosti I skupiny 1 až 3 při hloubce výkopu přes 8 do 12 m | m3 | 307.465 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -955294816 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15)*0,5 | | 69.552 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15)*0,5 | | 63.504 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15)*0,5 | | 101.43 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15)*0,5 | | 120.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15)*0,5 | | 83.916 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 439.23600000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn: dle pravidel ÚRS/ceník 800-1/příl.5: tabulka pro určení podílu svislého přemístění | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 439,236*0,7"přepočtené koef.množství | | 307.465 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 26 | K | 161151114 | Svislé přemístění výkopku strojně bez naložení do dopravní nádoby avšak s vyprázdněním dopravní nádoby na hromadu nebo do dopravního prostředku z horniny třídy těžitelnosti II skupiny 4 a 5 při hloubce výkopu přes 8 do 12 m | m3 | 307.465 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1691565906 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15)*0,5 | | 69.552 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15)*0,5 | | 63.504 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15)*0,5 | | 101.43 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15)*0,5 | | 120.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15)*0,5 | | 83.916 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 439.23600000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn: dle pravidel ÚRS/ceník 800-1/příl.5: tabulka pro určení podílu svislého přemístění | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 439,236*0,7"přepočtené koef.množství | | 307.465 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 1003.016 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 618897734 |
| | VV | | 1003,016"zásyp" | | 1003.016 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 634.704 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1905458797 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,5"přepočtené koef.množství | | 439.236 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | likvidace výkopku ze zemních vrtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 195,468 | | 195.468 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | součet | | 634.704 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 6347.04 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 757361036 |
| | VV | | 634,704*10 | | 6347.04 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 634.704 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1225748567 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,5"přepočtené koef.množství | | 439.236 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | likvidace výkopku ze zemních vrtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 195,468 | | 195.468 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | součet | | 634.704 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 6347.04 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2104723312 |
| | VV | | 634,704*10 | | 6347.04 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 32 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 195.468 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2085906150 |
| | VV | | likvidace výkopku ze zemních vrtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | naložení pro odvoz na skládku-cca 2/3 objemu se nachází mimo započítaný objem jímek | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | předvrtávky DN 880 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 - 24 vrt, hl. 12 m" 24*12*3,14*0,44*0,44*0,85*0,666*0,5 | | 49.555 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a - 32 vrt, hl. 13 m" 32*13*3,14*0,44*0,44*0,85*0,666*0,5 | | 71.58 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b - 36 vrt, hl. 12 m"36*12 *3,14*0,44*0,44*0,85*0,666*0,5 | | 74.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 195.468 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | K | 167151101.1 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 1003.016 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 583570582 |
| | VV | | 1003,016"zásyp" | | 1003.016 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | K | 167151102 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti II, skupiny 4 a 5 | m3 | 195.468 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 576724728 |
| | VV | | likvidace výkopku ze zemních vrtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | naložení pro odvoz na skládku-cca 2/3 objemu se nachází mimo započítaný objem jímek | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | předvrtávky DN 880 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 - 24 vrt, hl. 12 m" 24*12*3,14*0,44*0,44*0,85*0,666*0,5 | | 49.555 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a - 32 vrt, hl. 13 m" 32*13*3,14*0,44*0,44*0,85*0,666*0,5 | | 71.58 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b - 36 vrt, hl. 12 m"36*12 *3,14*0,44*0,44*0,85*0,666*0,5 | | 74.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 195.468 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | K | 997013873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 2538.816 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1308942696 |
| | VV | | 2*634,704*2 | | 2538.816 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn.: zvodněla zemina nebude vhodná ke zpětnému zásypu a uvažujeme jí odvážet rovnou na skládku | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn.: kašovité zeminy - tonáž 2,0 t/m3 dle tab."Objemové hmotnosti vybraných materiálů"-část 1B zeminy | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 1003.016 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1265353876 |
| | VV | | 43,924+395,312+263,542+2*87,847"hloubení jam" | | 878.472 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 195,468+156,374+39,094"zemina z vrtů" | | 390.936 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -251,001/1,1"jílocement" | | -228.183 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -1,6*1,6*0,2"betonová deska pod ČŠ" | | -0.512 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -3,14*0,56*0,56*7"ČŠ" | | -6.893 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -0,384-1,7*0,1*(6,4+8+4,8)"lože pod potrubí v rámci jam" | | -3.648 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -1,7*(0,532+0,3)*(6,4+8+4,8)"obsyp potrubí DN 500 v rámci jam" | | -27.156 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1003.0160000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | M | 58331200 | štěrkopísek netříděný | t | 2060.295 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -509111494 |
| | VV | | 1,23*1,67*1003,016 | | 2060.295 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 2 | Zakládání | | | | 0 | | | | | | 0 | | 193.14240863999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 38 | K | 226213312 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. II | m | 56.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00016 | 0.009088 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -597133727 |
| | VV | | "předvrty DN880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*12 | | 288 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*13 | | 416 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*12 | | 432 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1136 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1136*0,05"přepočtené koef.množství" | | 56.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | K | 226213313 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. III | m | 511.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00017 | 0.08690400000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 4775906 |
| | VV | | "předvrty DN 880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*12 | | 288 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*13 | | 416 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*12 | | 432 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1136 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1136*0,45"přepočtené koef.množství | | 511.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 40 | K | 226213314 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. IV | m | 340.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00019 | 0.064752 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1590226437 |
| | VV | | "předvrty DN 880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*12 | | 288 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*13 | | 416 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*12 | | 432 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1136 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1136*0,3"přepočtené koef.množství | | 340.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 41 | K | 226213315 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. V | m | 227.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00023 | 0.052256 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -352433699 |
| | VV | | "předvrty DN 880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*12 | | 288 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*13 | | 416 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*12 | | 432 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1136 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1136*0,2"přepočtené koef.množství | | 227.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 42 | K | 261121911 | Samotuhnoucí jílocementová výplň podzemní stěny doplnění samotuhnoucí jílocementové výplně | m3 | 251.001 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.76864 | 192.92940864 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1431930130 |
| | VV | | "vsakovací ztráty 10%" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "předvrty DN880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*1,1*3,14*0,44*0,44*4,5*0,85 | | 61.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*1,1*3,14*0,44*0,44*4,8*0,85 | | 87.305 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*1,1*3,14*0,44*0,44*5*0,85 | | 102.31 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 251.001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 33.92556412 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 43 | K | 452321151 | Podkladní a zajišťovací konstrukce z betonu železového v otevřeném výkopu bez zvýšených nároků na prostředí desky pod potrubí, stoky a drobné objekty z betonu tř. C 20/25 | m3 | 13.12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.50187 | 32.8245344 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 189710525 |
| | VV | | jímky 2, 3a a 3b | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 0,2*(2,8*4+2,8*8+4*8) | | 13.12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 44 | K | 452368211 | Výztuž podkladních desek, bloků nebo pražců v otevřeném výkopu ze svařovaných sítí typu Kari | t | 1.036 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.06277 | 1.10102972 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 886527860 |
| | VV | | jímky 2, 3a a 3b, kari síť, oka 100/100, 8,0mm | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(2,8*4+2,8*8+4*8)*7,9/1000 | | 1.036 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 997 | Doprava suti a vybouraných hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 45 | K | 997221571 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost do 1 km | t | 31.488 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -619733323 |
| | VV | | 13,12*2,4"ŽB deska" | | 31.488 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 46 | K | 997221579 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 598.272 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -863685591 |
| | VV | | 31,488*19 | | 598.272 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 47 | K | 997221612 | Nakládání na dopravní prostředky pro vodorovnou dopravu vybouraných hmot | t | 31.488 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -482319261 |
| | VV | | 31,488 | | 31.488 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 48 | K | 997221862 | Poplatek za předání stavebního odpadu recyklačnímu zařízení z armovaného betonu zatříděného do Katalogu odpadů pod kódem 17 01 01 | t | 31.488 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 701074127 |
| | VV | | 31,488 | | 31.488 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 49 | K | 998003111 | Přesun hmot zvláštního zakládání pro piloty, kůly, jehly, zápory, štětové nebo tabulové stěny ocelové nebo dřevěné, zřizované z terénu | t | 339.87 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1777840769 |
## SO 101 - Obnova dotčených...
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {34e83eee-9bb1-43e4-bf16-a7ab0cc90a42} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 101 - Obnova dotčených povrchů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 101 - Obnova dotčených povrchů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 5 - Komunikace pozemní | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 9 - Ostatní konstrukce a práce, bourání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 997 - Doprava suti a vybouraných hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 101 - Obnova dotčených povrchů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 407.07879271999997 | | 1443.6534 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 407.07879271999997 | | 1443.6534 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 0.07479 | | 1260.252 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 113106023 | Rozebrání dlažeb a dílců při překopech inženýrských sítí s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek ručně komunikací pro pěší s ložem z kameniva nebo živice a s výplní spár ze zámkové dlažby | m2 | 681.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.26 | 177.19 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 871713378 |
| | VV | | 681,5"výkaz výměr, DVZ,chodník" | | 681.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 113107112 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek z kameniva těženého, o tl. vrstvy přes 100 do 200 mm | m2 | 868 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.3 | 260.4 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1423454849 |
| | VV | | 713+155"výkaz výměr, DVZ" | | 868 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 113107130 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek z betonu prostého, o tl. vrstvy do 100 mm | m2 | 186.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.24 | 44.76 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 207587828 |
| | VV | | 155+31,5"výkaz výměr, DVZ, chodník LA" | | 186.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 113107141 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek živičných, o tl. vrstvy do 50 mm | m2 | 186.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.098 | 18.277 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 746755278 |
| | VV | | 155+31,5"výkaz výměr, DVZ, chodník" | | 186.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 113107144 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek živičných, o tl. vrstvy přes 150 do 200 mm | m2 | 19 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.45 | 8.55 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 474946406 |
| | VV | | 19"výkaz výměr, DVZ, vozovka podel obruby" | | 19 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 113107163 | Odstranění podkladů nebo krytů strojně plochy jednotlivě přes 50 m2 do 200 m2 s přemístěním hmot na skládku na vzdálenost do 20 m nebo s naložením na dopravní prostředek z kameniva hrubého drceného, o tl. vrstvy přes 200 do 300 mm | m2 | 395 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.44 | 173.8 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1393261773 |
| | VV | | 395"výkaz výměr, DVZ, vozovka" | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 113107172 | Odstranění podkladů nebo krytů strojně plochy jednotlivě přes 50 m2 do 200 m2 s přemístěním hmot na skládku na vzdálenost do 20 m nebo s naložením na dopravní prostředek z betonu prostého, o tl. vrstvy přes 150 do 300 mm | m2 | 395 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.625 | 246.875 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -165623543 |
| | VV | | 395"výkaz výměr, DVZ, vozovka" | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 113154512 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 40 mm | m2 | 907 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00001 | 0.00907 | 0.092 | 83.444 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1672692523 |
| | VV | | 907"výkaz výměr, DVZ, vozovka" | | 907 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 113154516 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 80 mm | m2 | 534 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00002 | 0.01068 | 0.184 | 98.256 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 371189153 |
| | VV | | 534"výkaz výměr, DVZ, vozovka" | | 534 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 113154518 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 100 mm | m2 | 464 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00003 | 0.01392 | 0.23 | 106.72 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1528048277 |
| | VV | | 464"výkaz výměr, DVZ, vozovka" | | 464 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 113201112 | Vytrhání obrub s vybouráním lože, s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek silničních ležatých | m | 130 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.29 | 37.699999999999996 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 70870244 |
| | VV | | 130"výkaz výměr, DVZ" | | 130 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 113204111 | Vytrhání obrub s vybouráním lože, s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek záhonových | m | 107 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.04 | 4.28 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1147793776 |
| | VV | | 96,5+4+6,5"výkaz výměr, DVZ" | | 107 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 121151113 | Sejmutí ornice strojně při souvislé ploše přes 100 do 500 m2, tl. vrstvy do 200 mm | m2 | 2056 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1527451529 |
| | VV | | 2056"výkaz výměr, DVZ, zeleň" | | 2056 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 616.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -497604349 |
| | VV | | 2*2056*0,15"výkaz výměr, DVZ, zeleň, na a z meziskládky " | | 616.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 308.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1604419662 |
| | VV | | 2056*0,15"výkaz výměr, DVZ, zeleň, z meziskládky " | | 308.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 181152302 | Úprava pláně na stavbách silnic a dálnic strojně v zářezech mimo skalních se zhutněním | m2 | 1108 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1686166494 |
| | VV | | 713"výkaz výměr, DVZ,chodník" | | 713 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 395"výkaz výměr, DVZ, vozovka " | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1108 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | K | 181351103 | Rozprostření a urovnání ornice v rovině nebo ve svahu sklonu do 1:5 strojně při souvislé ploše přes 100 do 500 m2, tl. vrstvy do 200 mm | m2 | 2056 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2136369330 |
| | VV | | 2056"výkaz výměr, DVZ, zeleň" | | 2056 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 18 | K | 181411131 | Založení trávníku na půdě předem připravené plochy do 1000 m2 výsevem včetně utažení parkového v rovině nebo na svahu do 1:5 | m2 | 2056 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 845686291 |
| | VV | | 2056"výkaz výměr, DVZ, zeleň" | | 2056 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | M | 00572410 | osivo směs travní parková | kg | 41.12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.001 | 0.04112 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -434838283 |
| | VV | | 0,02*2056"výkaz výměr, DVZ, zeleň" | | 41.12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | K | 181951111 | Úprava pláně vyrovnáním výškových rozdílů strojně v hornině třídy těžitelnosti I, skupiny 1 až 3 bez zhutnění | m2 | 2056 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1291017472 |
| | VV | | 2056"výkaz výměr, DVZ, zeleň" | | 2056 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 185804312 | Zalití rostlin vodou plochy záhonů jednotlivě přes 20 m2 | m3 | 616.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2024684000 |
| | VV | | 30*0,01*2056"výkaz výměr, DVZ, zeleň ,30 dnů-10l/m2" | | 616.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 115.44896 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 22 | K | 451577877 | Podklad nebo lože pod dlažbu (přídlažbu) v ploše vodorovné nebo ve sklonu do 1:5, tloušťky od 30 do 100 mm ze štěrkopísku | m2 | 713 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.16192 | 115.44896 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1438564452 |
| | VV | | 713"výkaz výměr, DVZ, chodník" | | 713 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 5 | Komunikace pozemní | | | | 0 | | | | | | 0 | | 229.10983 | | 183.4014 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 23 | K | 564851111 | Podklad ze štěrkodrti ŠD s rozprostřením a zhutněním plochy přes 100 m2, po zhutnění tl. 150 mm | m2 | 868 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1932292357 |
| | VV | | 713+155"výkaz výměr, DVZ, chodník" | | 868 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 564871111 | Podklad ze štěrkodrti ŠD s rozprostřením a zhutněním plochy přes 100 m2, po zhutnění tl. 250 mm | m2 | 395 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1695258922 |
| | VV | | 395"výkaz výměr, DVZ, vozovka" | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 565176201 | Asfaltový beton vrstva podkladní ACP 22 z modifikovaného asfaltu s rozprostřením a zhutněním ACP 22 S v pruhu šířky do 1,5 m, po zhutnění tl. 100 mm | m2 | 464 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 657571387 |
| | VV | | 464"výkaz výměr, DVZ, vozovka" | | 464 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 26 | K | 567121109 | Podklad ze směsi stmelené cementem SC bez dilatačních spár, s rozprostřením a zhutněním SC C 3/4, po zhutnění tl. 100 mm | m2 | 155 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -301654804 |
| | VV | | 155"výkaz výměr, DVZ, chodník" | | 155 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | K | 567141111 | Podklad ze směsi stmelené cementem SC bez dilatačních spár, s rozprostřením a zhutněním SC C 3/4, po zhutnění tl. 210 mm | m2 | 395 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1555890342 |
| | VV | | 395"výkaz výměr, DVZ, vozovka" | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | K | 573231112r | Postřik živičný spojovací ze silniční emulze v množství 1,0 kg/m2 | m2 | 1441 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1413737234 |
| | VV | | 534+907"výkaz výměr, DVZ, vozovka" | | 1441 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | K | 576133211 | Asfaltový koberec mastixový SMA 11 z modifikovaného asfaltu s rozprostřením a se zhutněním SMA 11 S v pruhu šířky do 3 m, po zhutnění tl. 40 mm | m2 | 907 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 569952055 |
| | VV | | 907"výkaz výměr, DVZ, vozovka" | | 907 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 577176031 | Asfaltový beton vrstva ložní ACL 22 z modifikovaného asfaltu s rozprostřením a zhutněním ACL 22 S v pruhu šířky do 1,5 m, po zhutnění tl. 80 mm | m2 | 534 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 745752242 |
| | VV | | 534"výkaz výměr, DVZ, vozovka" | | 534 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | K | 578142115 | Litý asfalt MA 8 (LAJ) s rozprostřením z nemodifikovaného asfaltu v pruhu šířky do 3 m tl. 40 mm | m2 | 155 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1103752552 |
| | VV | | 155"výkaz výměr, DVZ, chodník" | | 155 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 32 | K | 578143133 | Litý asfalt MA 11 (LAS) s rozprostřením z modifikovaného asfaltu v pruhu šířky do 3 m tl. 40 mm | m2 | 38 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -543439667 |
| | VV | | 2*19"výkaz výměr, DVZ, podel obruby" | | 38 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | K | 596211120 | Kladení dlažby z betonových zámkových dlaždic komunikací pro pěší ručně s ložem z kameniva těženého nebo drceného tl. do 40 mm, s vyplněním spár s dvojitým hutněním, vibrováním a se smetením přebytečného materiálu na krajnici tl. 60 mm skupiny B, pro plochy do 50 m2 | m2 | 713 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.08922 | 63.613859999999995 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1466874852 |
| | VV | | 713"výkaz výměr, DVZ,chodník" | | 713 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 59245021r | dlažba skladebná betonová tl 60mm přírodní | m2 | 99.65 | | 0 | | | | základní | | 0 | 0.132 | 13.153800000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -925353265 |
| | VV | | 0,1*681,5+31,5"výkaz výměr, DVZ,chodník 10 % nové ZD" | | 99.65 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | M | 59245019r | dlažba pro nevidomé betonová tl 60mm přírodní | m2 | 13.63 | | 0 | | | | základní | | 0 | 0.131 | 1.7855300000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1483706528 |
| | VV | | 0,02*681,5"výkaz výměr, DVZ,chodník 2 % nové ZD" | | 13.63 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | M | 59245263r | dlažba skladebná betonová 60mm barevná | m2 | 54.52 | | 0 | | | | základní | | 0 | 0.132 | 7.19664 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 5449223 |
| | VV | | 0,08*681,5"výkaz výměr, DVZ,chodník 8 % nové ZD" | | 54.52 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | K | 460881411 | Kryt vozovek a chodníků z panelů silničních (materiál ve specifikaci) včetně úpravy podkladní pláně se štěrkovým ložem tl. do 5 cm | m2 | 420 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0835 | 35.07 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2059739138 |
| | VV | | 420"po dobu realizace" | | 420 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | M | 59381338 | panel silniční 3,00x2,00x0,215m | kus | 35 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 3.094 | 108.28999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1948114631 |
| | VV | | 420*0,5/6"obratovost 50%" | | 35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | K | 468011211 | Odstranění provizorní příjezdové komunikace z panelů silničních s ponecháním štěrkového lože | m2 | 420 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.43667 | 183.4014 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2068162013 |
| | VV | | 420 | | 420 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 40 | K | 767211313r | Stávající schodiště bude rozebráno a obnoveno do výchozího stavu-počet stupňů, jejich výška a rozměry zůstanou zachovány. Podkladní deska z betonu C25/30-XF2, min. tl.150 mm, Bočnice budou provedeny z kamenných obrubníků OP I 320/240, stupně např. z betonových obrubníků 150/250, povrch schodiště z betonové dlažby tl. 60 mm -dočasná oprava do realizace developerského projektu. | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 16 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1803951450 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 9 | Ostatní konstrukce a práce, bourání | | | | 0 | | | | | | 0 | | 62.445212719999994 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 41 | K | 915111111 | Vodorovné dopravní značení stříkané barvou dělící čára šířky 125 mm souvislá bílá základní | m | 244 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0001 | 0.0244 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2132270222 |
| | VV | | 244"výkaz výměr, DVZ" | | 244 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 42 | K | 915131111 | Vodorovné dopravní značení stříkané barvou přechody pro chodce, šipky, symboly bílé základní | m2 | 15 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0012 | 0.018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -231228026 |
| | VV | | 15"výkaz výměr, DVZ" | | 15 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 43 | K | 915211111 | Vodorovné dopravní značení stříkaným plastem dělící čára šířky 125 mm souvislá bílá základní | m | 244 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0488 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1937702201 |
| | VV | | 244"výkaz výměr, DVZ" | | 244 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 44 | K | 915231111 | Vodorovné dopravní značení stříkaným plastem přechody pro chodce, šipky, symboly nápisy bílé základní | m2 | 15 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0016 | 0.024 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 254330741 |
| | VV | | 15"výkaz výměr, DVZ" | | 15 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 45 | K | 916231213 | Osazení chodníkového obrubníku betonového se zřízením lože, s vyplněním a zatřením spár cementovou maltou stojatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 107 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.14042 | 15.024939999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 747996535 |
| | VV | | 96,5+4+6,5"výkaz výměr, DVZ" | | 107 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 46 | M | 59217016 | obrubník betonový chodníkový 1000x80x250mm | m | 21.828 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.045 | 0.9822599999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 459928574 |
| | VV | | 107*0,2"20% nových" | | 21.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,4*1,02 "Přepočtené koeficientem množství | | 21.828 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 47 | K | 916241113 | Osazení obrubníku kamenného se zřízením lože, s vyplněním a zatřením spár cementovou maltou ležatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 130 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.18292 | 23.7796 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -18777995 |
| | VV | | 130"výkaz výměr, DVZ" | | 130 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 48 | M | 58380002 | obrubník kamenný žulový přímý 1000x320x240mm | m | 26.52 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.2 | 5.304 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1480371618 |
| | VV | | 130*0,2"20% nových" | | 26 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 26*1,02 "Přepočtené koeficientem množství | | 26.52 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 49 | K | 916991121 | Lože pod obrubníky, krajníky nebo obruby z dlažebních kostek z betonu prostého | m3 | 7.608 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.25634 | 17.16623472 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1141654219 |
| | VV | | 130*0,2*0,2 | | 5.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 107*0,15*0,15 | | 2.408 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 7.6080000000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 50 | K | 919112212 | Řezání dilatačních spár v živičném krytu vytvoření komůrky pro těsnící zálivku šířky 10 mm, hloubky 20 mm | m | 16.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 332872109 |
| | VV | | 16,8"výkaz výměr, DVZ, chodník" | | 16.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 51 | K | 919112222 | Řezání dilatačních spár v živičném krytu vytvoření komůrky pro těsnící zálivku šířky 15 mm, hloubky 25 mm | m | 781 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -781563715 |
| | VV | | 781"výkaz výměr, DVZ" | | 781 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 52 | K | 919121111 | Utěsnění dilatačních spár zálivkou za studena v cementobetonovém nebo živičném krytu včetně adhezního nátěru s těsnicím profilem pod zálivkou, pro komůrky šířky 10 mm, hloubky 20 mm | m | 16.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00016 | 0.0026880000000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2004239040 |
| | VV | | 16,8"výkaz výměr, DVZ, chodník" | | 16.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 53 | K | 919121121 | Utěsnění dilatačních spár zálivkou za studena v cementobetonovém nebo živičném krytu včetně adhezního nátěru s těsnicím profilem pod zálivkou, pro komůrky šířky 15 mm, hloubky 25 mm | m | 781 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00009 | 0.07029 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -240619734 |
| | VV | | 781"výkaz výměr, DVZ" | | 781 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 54 | K | 919735111 | Řezání stávajícího živičného krytu nebo podkladu hloubky do 50 mm | m | 19.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 630570400 |
| | VV | | 19,8"výkaz výměr, DVZ, chodník" | | 19.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 55 | K | 919735112 | Řezání stávajícího živičného krytu nebo podkladu hloubky přes 50 do 100 mm | m | 781 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -561161104 |
| | VV | | 781"výkaz výměr, DVZ" | | 781 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 56 | K | 979024442 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m obrubníků a krajníků, vybouraných z jakéhokoliv lože a s jakoukoliv výplní spár chodníkových | m | 107 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 610848722 |
| | VV | | 107"výkaz výměr, DVZ" | | 107 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 57 | K | 979024443 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m obrubníků a krajníků, vybouraných z jakéhokoliv lože a s jakoukoliv výplní spár silničních | m | 130 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1311784145 |
| | VV | | 130"výkaz výměr, DVZ" | | 130 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 58 | K | 979054451 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m zámkových dlaždic s vyplněním spár kamenivem | m2 | 681.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -219996021 |
| | VV | | 713-31,5"výkaz výměr, DVZ" | | 681.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 997 | Doprava suti a vybouraných hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 59 | K | 997221551 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním ze sypkých materiálů, na vzdálenost do 1 km | t | 722.62 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1270766836 |
| | VV | | 83,444+98,256+106,72"živice-fréza" | | 288.42 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 260,4+173,8"kamenivo" | | 434.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 722.62 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 60 | K | 997221559 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním ze sypkých materiálů, na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 13729.78 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1219381633 |
| | VV | | 722,62*19 | | 13729.78 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 61 | K | 997221561 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním z kusových materiálů, na vzdálenost do 1 km | t | 318.462 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1058908551 |
| | VV | | 18,277+8,55"živice - bourání" | | 26.827 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 44,76+246,875"podkl. beton" | | 291.635 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 318.462 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 62 | K | 997221569 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním z kusových materiálů, na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 6050.778 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1933159423 |
| | VV | | 318,462*19 | | 6050.778 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 63 | K | 997221571 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost do 1 km | t | 43.834 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2057165692 |
| | VV | | 0,2*177,19"20% ZD ma skládku" | | 35.438 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 0,2*(37,7+4,28)"20% obrub na skládku" | | 8.396 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 43.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 64 | K | 997221579 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 832.846 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 286141179 |
| | VV | | 43,834*19 | | 832.846 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 65 | K | 997221611 | Nakládání na dopravní prostředky pro vodorovnou dopravu suti | t | 1041.082 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1996509142 |
| | VV | | 722,62+318,462 | | 1041.082 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 66 | K | 997221612 | Nakládání na dopravní prostředky pro vodorovnou dopravu vybouraných hmot | t | 43.834 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 839503719 |
| | VV | | 43,834 | | 43.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 67 | K | 997221861 | Poplatek za předání stavebního odpadu recyklačnímu zařízení z prostého betonu zatříděného do Katalogu odpadů pod kódem 17 01 01 | t | 291.635 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1179231988 |
| | VV | | 44,76+246,875 | | 291.635 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 68 | K | 997221873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 434.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -234111461 |
| | VV | | 260,4+173,8 | | 434.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 69 | K | 997221875 | Poplatek za předání stavebního odpadu recyklačnímu zařízení asfaltového bez obsahu dehtu zatříděného do Katalogu odpadů pod kódem 17 03 02 | t | 315.247 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 454513986 |
| | VV | | 18,277+8,55+83,444+98,256+106,72 | | 315.247 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 70 | K | 469973116 | Poplatek za uložení stavebního odpadu (skládkovné) na skládce směsného stavebního a demoličního zatříděného do Katalogu odpadů pod kódem 17 09 04 | t | 43.834 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -820200651 |
| | VV | | 43,834 | | 43.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 71 | K | 998225111 | Přesun hmot pro komunikace s krytem z kameniva, monolitickým betonovým nebo živičným dopravní vzdálenost do 200 m jakékoliv délky objektu | t | 263.719 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -622761042 |
| 72 | K | 998225191 | Přesun hmot pro komunikace s krytem z kameniva, monolitickým betonovým nebo živičným Příplatek k ceně za zvětšený přesun přes vymezenou vodorovnou dopravní vzdálenost do 1000 m | t | 263.719 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1920868943 |
## SO 301 - Přeložka vodovod...
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {3d8461ba-09a5-4fdd-ac29-8eb06d9bd73d} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301 - Přeložka vodovodu DN 500 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301 - Přeložka vodovodu DN 500 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 2 - Zakládání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 8 - Vedení trubní dálková a přípojná | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 9 - Ostatní konstrukce a práce, bourání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | N00 - Čerpací šachta | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301 - Přeložka vodovodu DN 500 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 612.6735697799999 | | 0.07500000000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 612.6735697799999 | | 0.07500000000000001 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 509.86400076999996 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 115001106 | Převedení vody potrubím průměru DN přes 600 do 900 | m | 40 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.02698 | 1.0792 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -309654581 |
| | VV | | "zatrubnění Litovického potoka 2 x korugované potrubí DN 800, SN8" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*20 | | 40 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 115101200R | Čerpání vody na dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | | 0 | | | | základní | | 0 | 0.00004 | 0.00004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -289257830 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 115101302R | Pohotovost záložní čerpací soupravy pro dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1774300584 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132254204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 123.348 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1677440473 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*0,5"přepočtené koeficientem množství" | | 123.348 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 132354204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 100 do 500 m3 | m3 | 111.013 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1232899255 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*0,45"přepočtené koeficientem množství" | | 111.013 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 132454204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 5 přes 100 do 500 m3 | m3 | 12.335 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -797658635 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*0,05"přepočtené koeficientem množství" | | 12.335 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 141721347R | Ražení protlačováním s ručním odtěžováním horniny v čelbě včetně oc. potrubí DN 1000 hl do 6 m v hornině tř I a II skupiny 1 až 4 | m | 80.2 | | 0 | | | | základní | | 0 | 0.001 | 0.08020000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -96954577 |
| | VV | | 28,5+25,5+26,2 | | 80.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 25.705 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00085 | 0.021849249999999997 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2118003858 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(4,8+0,5)*(2,3+2,55)/2 | | 25.705 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 25.705 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 151101103 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 4 do 8 m | m2 | 226.308 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00119 | 0.26930652 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2127194849 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*4,1*(3,48+4,56)/2 | | 32.964 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop st. 76,5 m až 90,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*14*(4,57+2,75)/2 | | 102.48 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*(4,01+2,3)/2 | | 90.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 226.30800000000002 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 25.705 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -4812153 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(4,8+0,5)*(2,3+2,55)/2 | | 25.705 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 25.705 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 151101113 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 4 do 8 m | m2 | 226.308 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1243318212 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*4,1*(3,48+4,56)/2 | | 32.964 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop st. 76,5 m až 90,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*14*(4,57+2,75)/2 | | 102.48 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*(4,01+2,3)/2 | | 90.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 226.30800000000002 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 155135111 | Dočasné hrazení z pytlů plněných pískem zřízení | m3 | 6.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.13637 | 0.8864049999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1764926104 |
| | VV | | 6,5"hráz z pytlů s pískem po obou stranách" | | 6.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 155135112 | Dočasné hrazení z pytlů plněných pískem odstranění | m3 | 6.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1896324746 |
| | VV | | 6,5 | | 6.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 155135125 | Dočasné hrazení z pytlů plněných pískem Přeprava pytlů za každý i započatý kilometr | m3 | 123.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -306896772 |
| | VV | | 6,5*19 | | 123.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 247.08 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1267472489 |
| | VV | | 82,614 "obsyp | | 82.614 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 164,466 "zásyp | | 164.466 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 247.08 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 123.348 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 916124578 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*0,5"přepočtené koeficientem množství" | | 123.348 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 1233.48 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1418807549 |
| | VV | | 123,348*10 | | 1233.48 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 18 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 123.348 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1421694242 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*(0,45+0,05)"přepočtené koeficientem množství" | | 123.348 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 1233.48 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1969314072 |
| | VV | | 123,348*10 | | 1233.48 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 247.08 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1584080886 |
| | VV | | 82,614 "obsyp | | 82.614 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 164,466 "zásyp | | 164.466 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 247.08 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 164.466 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1473055445 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "lože ve výkopu mimo stavebních jam"-0,1*(4,8+0,5+4,1+14+28,5)*1,7 | | -8.823 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "obsyp ve výkopu vč. potrubí"-(0,3+0,532)*(4,8+0,5+4,1+14+28,5)*1,7 | | -73.407 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 164.466 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 58344171 | štěrkodrť frakce 0/32 | t | 337.83 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 337.83 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 726838200 |
| | VV | | 1,23*1,67*164,466 | | 337.83 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 82.614 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1565214514 |
| | VV | | "Š x D x TL"1,7*(149,5-80,2)*(0,532+0,3) | | 98.018 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,266*0,266*(149,5-80,2))"odpočet potrubí DN 500, vnejší DN 532" | | -15.404 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 82.614 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 169.697 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 169.697 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1709441709 |
| | VV | | 82,614*1,23*1,67 | | 169.697 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 997013873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 444.053 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1060972001 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*1,8"přepočtené koeficientem množství" | | 444.053 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 2 | Zakládání | | | | 0 | | | | | | 0 | | 13.935402000000002 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 26 | K | 212752102 | Trativody z drenážních trubek pro liniové stavby a komunikace se zřízením štěrkového lože pod trubky a s jejich obsypem v otevřeném výkopu trubka korugovaná sendvičová PE-HD SN 4 celoperforovaná 360° DN 150 | m | 50.9 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.27378 | 13.935402000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1088513652 |
| | VV | | 4,8+4,1+14+28,0 | | 50.9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 25.163679159999997 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 27 | K | 451541111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu ze štěrkodrtě 0-63 mm | m3 | 0.384 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1650260129 |
| | VV | | "lože pod čerpací šachty"1,6*1,6*0,15 | | 0.384 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 11.696 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.89077 | 22.11444592 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1148948878 |
| | VV | | "lože pod potrubí Š x D x TL"1,7*(149-80,2)*0,1 | | 11.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 11.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | K | 452313141 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 16/20 | m3 | 0.75 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.30102 | 1.725765 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2048025156 |
| | VV | | (0,5*0,5*0,5)*6"betonové bloky pod tvarovky" | | 0.75 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 0.75 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 452313151 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 20/25 | m3 | 0.512 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.50187 | 1.28095744 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -723850867 |
| | VV | | 1,6*1,6*0,2"betonová deska pod čerpací šachty" | | 0.512 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | K | 452368211 | Výztuž podkladních desek, bloků nebo pražců v otevřeném výkopu ze svařovaných sítí typu Kari | t | 0.04 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.06277 | 0.0425108 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1142506970 |
| | VV | | 2*1,6*1,6*7,9/1000 | | 0.04 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 8 | Vedení trubní dálková a přípojná | | | | 0 | | | | | | 0 | | 49.43886785 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 32 | K | 850425921r | Výřez nebo výsek na potrubí z trub litinových tlakových DN 500 | kus | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 378509910 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | K | 851421132 | Montáž potrubí z trub litinových tlakových hrdlových v otevřeném výkopu s těsnicím násuvným spojem DN 500 | m | 149.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00023 | 0.034385 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2101969251 |
| | VV | | 149,5 | | 149.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 55227945r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PEC 40 L=5,97m kalibrovaná | ks | 11 | | 0 | | | | základní | | 0 | 0.7047 | 7.7517 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1623607533 |
| | VV | | 11 | | 11 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | M | 55227946r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PEC 40 L=5,97m kalibrovaná | ks | 1 | | 0 | | | | základní | | 0 | 0.7047 | 0.7047 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1845866258 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | M | 55227947r | trouba vodovodní hrdlová TH 500 STD TT-PE 6,00m C30 | ks | 9 | | 0 | | | | základní | | 0 | 0.7047 | 6.3423 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 779196520 |
| | VV | | 9 | | 9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | M | 55227948r | trouba vodovodní hrdlová TH 500 STD TT-PE 6,00m C30 KAL | ks | 4 | | 0 | | | | základní | | 0 | 0.7047 | 2.8188 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -411032887 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | M | 55227949r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PE C40 L=5,97m | ks | 2 | | 0 | | | | základní | | 0 | 0.7047 | 1.4094 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -944327503 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | M | 111110011r | Manžeta termosmrštitelná dělená DN 500 hrdlo | kus | 53 | | 0 | | | | základní | | 0 | 0.0014 | 0.0742 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -853485795 |
| | VV | | 53 | | 53 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 40 | M | 111111150r | kroužek DN 500 STD Vi, EPDM zámkový | kus | 41 | | 0 | | | | základní | | 0 | 0.00142 | 0.05822 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1927111054 |
| | VV | | 41 | | 41 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 41 | M | 111111151r | Kroužek STD DN 500 EPDM | kus | 12 | | 0 | | | | základní | | 0 | 0.00142 | 0.01704 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1639078897 |
| | VV | | 12 | | 12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 42 | M | 111111152r | Kroužek DN 500 UNI Ve, zámkový | kus | 12 | | 0 | | | | základní | | 0 | 0.00142 | 0.01704 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1722946602 |
| | VV | | 12 | | 12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 43 | K | 857262122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 100 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00167 | 0.00167 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 134708276 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 44 | M | 55253661 | příruba zaslepovací litinová vodovodní PN10/16 X-kus DN 100 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0049 | 0.0049 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1646457205 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 45 | K | 857352122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 200 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00287 | 0.01148 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1326200687 |
| | VV | | "FF - trouba přírubová DN 200 / 200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "FF - trouba přírubová DN 200 / 600"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "N - koleno patkové DN 200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "X kus - DN 200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 46 | M | 55253297r | tvarovka přírubová litinová vodovodní FF-kus PN10 DN 200 dl 200mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.026 | 0.026 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1855187814 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 47 | M | 55253304r | tvarovka přírubová litinová vodovodní FF-kus PN10 DN 200 dl 600mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.039 | 0.039 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1215785998 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 48 | M | 55254051r | koleno 90° s patkou přírubové litinové vodovodní N-kus PN10 DN 200 | kus | 1 | | 0 | | | | základní | | 0 | 0.046 | 0.046 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1275040335 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 49 | M | 55253664r | příruba zaslepovací litinová vodovodní PN10/16 X-kus DN 200 | kus | 1 | | 0 | | | | základní | | 0 | 0.0114 | 0.0114 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1546290882 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 50 | K | 857354122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 200 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00429 | 0.00429 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2012078301 |
| | VV | | "T - kus přírubový DN 200 / 200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 51 | M | 55253536r | tvarovka přírubová litinová vodovodní s přírubovou odbočkou PN10 T-kus DN 200/200 | kus | 1 | | 0 | | | | základní | | 0 | 0.05 | 0.05 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1476245514 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 52 | K | 857421131 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub hrdlových v otevřeném výkopu, kanálu nebo v šachtě s integrovaným těsněním DN 500 | kus | 11 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1323333319 |
| | VV | | "K-11,25st.DN 500"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "K-45st.DN 500 "8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "U-přesuvka DN 500"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 11 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 53 | M | 55253913r | koleno hrdlové z tvárné litiny, K-11,25st.DN 500 STD TT | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.087 | 0.174 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1173714709 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 54 | M | 55253949r | koleno hrdlové z tvárné litiny,K-45st.DN 500 STD TT | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.135 | 1.08 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 132890548 |
| | VV | | 8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 55 | M | 55253652r | U-přesuvka DN 500 TT, hrdla EXPRESS, L=2 | kus | 1 | | 0 | | | | základní | | 0 | 0.0385 | 0.0385 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 836779117 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 56 | M | 111100012r | Manžeta termosmrštitelná dělená DN 500 hrdlo EXP/Vi/VE | kus | 2 | | 0 | | | | základní | | 0 | 0.0014 | 0.0028 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -536124555 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 57 | K | 857422122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 500 | kus | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.01645 | 0.1974 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1359213510 |
| | VV | | "příruba jištěná 3057 DN 500 (500 - 532)"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "příruba přítlačná DN 500 EXPRESS "2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "X - DN 500"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "F-DN 500"6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 58 | M | 55251648r | Příruba přítlačná DN 500 EXPRESS | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0509 | 0.1018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1486765855 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 59 | M | 111.JSB50BAr | kroužek pro spoj EXPRESS DN 500 | kus | 2 | | 0 | | | | základní | | 0 | 0.00123 | 0.00246 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1250908992 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 60 | M | 55253669r | příruba zaslepovací X z tvárné litiny práškový epoxid tl 250µm DN 500 | kus | 2 | | 0 | | | | základní | | 0 | 0.0841 | 0.1682 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1338433207 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 61 | M | 55253498r | tvarovka přírubová litinová s hladkým koncem, F-kus DN 500 | kus | 6 | | 0 | | | | základní | | 0 | 0.1136 | 0.6816 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2122667257 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 62 | M | 42271552r | multitoleranční spojka, DN 500, rozsah (500-532) | kus | 2 | | 0 | | | | základní | | 0 | 0.005 | 0.01 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -182577519 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 63 | M | 59036605r | šroub hákový D 27 / 7/102 pro EXP DN 450-1200 a STD VE DN 250-600 | kus | 62 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.001 | 0.062 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2016200571 |
| | VV | | 62 | | 62 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 64 | M | 111110012r | manžeta termosmrštitelná dělená DN 500 příruba | kus | 8 | | 0 | | | | základní | | 0 | 0.0014 | 0.0112 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2038772232 |
| | VV | | 8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 65 | K | 857423131 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub hrdlových v otevřeném výkopu, kanálu nebo v šachtě s integrovaným těsněním DN 500 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1007327663 |
| | VV | | "A-DN 500x100"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "A-DN 500x200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 66 | M | 55258557r | tvarovka hrdlová s přírubovou odbočkou z tvárné litiny A-kus DN 500/100 | kus | 1 | | 0 | | | | základní | | 0 | 0.0581 | 0.0581 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -861600035 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 67 | M | 55258559r | tvarovka hrdlová s přírubovou odbočkou z tvárné litiny A-kus DN 500/200 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.074 | 0.074 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1974235220 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 68 | K | 857424122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 500 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.02345 | 0.0938 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 379300706 |
| | VV | | "T-DN 500x80"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "T-DN 500x150 "2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 69 | M | 55251745r | tvarovka přírubová litinová s přírubovou odbočkou T-kus DN 500/80 | kus | 2 | | 0 | | | | základní | | 0 | 0.256 | 0.512 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 391040333 |
| | VV | | "T-DN 500x80 PN 10 TT 1000/400mm"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 70 | M | 55251747r | tvarovka přírubová litinová s přírubovou odbočkou T-kus DN 500/150 | kus | 2 | | 0 | | | | základní | | 0 | 0.245 | 0.49 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1960942062 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 71 | K | 891247112 | Montáž vodovodních armatur na potrubí hydrantů podzemních (bez osazení poklopů) DN 80 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00136 | 0.00136 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1948142199 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 72 | M | 42273591r | Hydrant podzemní DN 80/1500 | kus | 1 | | 0 | | | | základní | | 0 | 0.0425 | 0.0425 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1673013334 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 73 | K | 891261112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 100 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00165 | 0.00165 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1997891047 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 74 | M | 42221304r | šoupátko pitná voda litina GGG 50 krátká stavební dl PN10/16 DN 100x190mm | kus | 1 | | 0 | | | | základní | | 0 | 0.023 | 0.023 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 384174775 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 75 | M | 42291080r | souprava zemní pro šoupátka ZS tel 1,2-1,8m, DN 100-150 | kus | 1 | | 0 | | | | základní | | 0 | 0.004 | 0.004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1099195599 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 76 | K | 891351112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 200 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00286 | 0.00286 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1033258618 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 77 | M | 42221307r | šoupátko pitná voda litina DN 200 | kus | 1 | | 0 | | | | základní | | 0 | 0.065 | 0.065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1186118508 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 78 | M | 42291082r | souprava zemní pro šoupátka DN 250-300mm Rd 2,0m | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.005 | 0.005 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -487053398 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 79 | K | 892421111 | Tlakové zkoušky vodou na potrubí DN 400 nebo 500 | m | 149.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 890875323 |
| | VV | | 149,5 | | 149.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 80 | K | 892423122 | Proplach a dezinfekce vodovodního potrubí DN 400 nebo 500 | m | 149.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00001 | 0.001495 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 974865463 |
| | VV | | 149,5 | | 149.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 81 | K | 892442111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN přes 300 do 600 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.47094 | 0.94188 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1407734598 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 82 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.04 | 0.08 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1376044582 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 83 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 2 | | 0 | | | | základní | | 0 | 0.0133 | 0.0266 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 431681962 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 84 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0003 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1333989613 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 85 | K | 899401113 | Osazení poklopů uličních s pevným rámem litinových hydrantových | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.05 | 0.05 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1817165205 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 86 | M | 42291452r | poklop litinový hydrantový DN 80 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0295 | 0.0295 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 553685849 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 87 | M | 42210052 | deska podkladová uličního poklopu litinového hydrantového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0025 | 0.0025 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1516664578 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 88 | M | 55251475r | Manžeta termosmrštitelná FCTS rukávec DN 80/100 příruba | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 572029834 |
| | VV | | 3 | | 3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 89 | M | 55251476r | Manž. term. rukávec DN 200 FCTS příruba | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0007 | 0.0042 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1585479907 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 90 | M | 27311005r | těsnění DN 80 PN 10-40 přírubové EPDM | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 478994305 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 91 | M | 27311006r | kroužek těsnící gumový NBR TYTON pro kanalizační potrubí DN 100 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1136183389 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 92 | M | 27311009 | těsnění DN 200 PN 10-16 přírubové EPDM | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0004 | 0.0024000000000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1125643666 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 93 | M | 55291313r | těsnění pryžové s ocelovou vložkou DN 500 | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.001 | 0.008 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -618049007 |
| | VV | | 8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 94 | M | 43766210r | souprava pro montáž LISU tv. UIC60, 6 otvorů | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.06 | 0.06 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 235193484 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 95 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00033 | 0.00099 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 69881922 |
| | VV | | 2+1 | | 3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 96 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 149.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.029900000000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 32002840 |
| | VV | | 149,5 | | 149.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 97 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 69.3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.009009 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1755742517 |
| | VV | | 149,5-80,2 | | 69.3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 98 | K | 899910202 | Výplň potrubí trub betonových, litinových nebo kameninových cementopopílkovou suspenzí spádem, délky přes 50 do 100 m | m3 | 16.101 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.52985 | 24.632114849999997 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -181095179 |
| | VV | | "Rušena část vodovodu DN 500-82,0 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pi*0,25*0,25*82 | | 16.101 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 99 | K | 230202061r | Nasunutí potrubní sekce litinové průměru 500 mm do chráničky pro vodu | m | 80.2 | | 0 | | | | základní | | 0 | 0.00062 | 0.049724000000000004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1768867354 |
| | VV | | 28,5+25,5+26,2 | | 80.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 100 | K | 899911326 | Kluzné objímky (pojízdná sedla) pro zasunutí potrubí do chráničky výšky 130 mm vnějšího průměru potrubí přes 500 do 549 mm | kus | 45 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00404 | 0.18180000000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1762810248 |
| | VV | | 45 | | 45 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 9 | Ostatní konstrukce a práce, bourání | | | | 0 | | | | | | 0 | | 0.00211 | | 0.07500000000000001 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 101 | K | 977151131 | Jádrové vrty diamantovými korunkami do stavebních materiálů (železobetonu, betonu, cihel, obkladů, dlažeb, kamene) průměru přes 350 do 400 mm | m | 0.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00415 | 0.00083 | 0.27 | 0.054000000000000006 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1293903735 |
| | VV | | 0,2"ČŠ" | | 0.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 102 | K | 895151100r | Utěsnění prostupu potrubí stěnou šachty (vypouštění) | kus | 1 | | 0 | | | | základní | | 0 | 0.00128 | 0.00128 | 0.021 | 0.021 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 293040403 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | N00 | Čerpací šachta | | | | 0 | | | | | | 0 | | 14.269509999999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 103 | K | 894410124r | Osazení betonových dílců pro kanalizační šachty DN 1000 šachtové dno výšky 1800 mm | kus | 1 | | 0 | | | | základní | | 0 | 1.28224 | 1.28224 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1101475143 |
| | VV | | 1"čerpací šachta" | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 104 | M | 59224077r | dno betonové šachtové DN 1000, 100x180x15, čedičový obklad tl. 50 mm | kus | 1 | | 0 | | | | základní | | 0 | 7.9 | 7.9 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1791318079 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 105 | K | 894410213 | Osazení betonových dílců šachet kanalizačních skruž rovná DN 1000, výšky 1000 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00989 | 0.03956 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1572874675 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 106 | M | 59224420r | skruž betonové šachty DN 1000 kanalizační 100x100x12cm | kus | 4 | | 0 | | | | základní | | 0 | 0.86 | 3.44 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1080796671 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 107 | K | 894410212 | Osazení betonových dílců šachet kanalizačních skruž rovná DN 1000, výšky 500 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00989 | 0.00989 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 664820658 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 108 | M | 59224418r | skruž betonové šachty DN 1000 kanalizační 100x50x12cm | kus | 1 | | 0 | | | | základní | | 0 | 0.43 | 0.43 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1883352693 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 109 | K | 452386111 | Podkladní a vyrovnávací konstrukce z betonu vyrovnávací prstence z prostého betonu tř. C 25/30 pod poklopy a mříže, výšky do 100 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.08832 | 0.17664 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1650403057 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 110 | M | 59224185 | prstenec šachtový vyrovnávací betonový 625x120x60mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.04 | 0.04 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1866061557 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 111 | M | 59224187 | prstenec šachtový vyrovnávací betonový 625x120x100mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.068 | 0.068 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1173856787 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 112 | K | 894410232 | Osazení betonových dílců šachet kanalizačních skruž přechodová (konus) DN 1000 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.01218 | 0.01218 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -210389471 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 113 | M | 59224312 | konus betonové šachty DN 1000 kanalizační 100x62,5x58cm tl stěny 12 stupadla poplastovaná | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.585 | 0.585 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1839314974 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 114 | K | 899104112 | Osazení poklopů šachtových litinových, ocelových nebo železobetonových včetně rámů pro třídu zatížení D400, E600 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.09 | 0.09 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1024354960 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 115 | M | 28661935 | poklop šachtový litinový DN 600 pro třídu zatížení D400 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.196 | 0.196 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -384895534 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 116 | K | 998273102 | Přesun hmot pro trubní vedení hloubené z trub litinových pro vodovody nebo kanalizace v otevřeném výkopu dopravní vzdálenost do 15 m | t | 85.982 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1800504710 |
| 117 | K | 998273124 | Přesun hmot pro trubní vedení hloubené z trub litinových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost do 500 m | t | 85.982 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -836440840 |
## SO 301.1 - Přeložka přípo...
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {04ec0d71-a4b3-4163-bc12-2fcebfff1b28} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301.1 - Přeložka přípojky d63 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301.1 - Přeložka přípojky d63 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 8 - Vedení trubní dálková a přípojná | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301.1 - Přeložka přípojky d63 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 133.39535650000002 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 133.39535650000002 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 126.07164 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 132212221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 6.475 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -622614498 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 64,746*0,5*0,2"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | | 6.475 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 132254203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 50 do 100 m3 | m3 | 25.898 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -167879146 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 64,746*0,5*0,8"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | | 25.898 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 132312221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 soudržných | m3 | 6.475 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1933003681 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 64,746*0,5*0,2"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | | 6.475 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132354203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 50 do 100 m3 | m3 | 25.898 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -107447670 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 64,746*0,5*0,8"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | | 25.898 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 158.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00085 | 0.13464 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -525743046 |
| | VV | | 2*36*2,2 "celková délka x průměrná hloubka " | | 158.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 158.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 158.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1958520541 |
| | VV | | 158,4 | | 158.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 61.31 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -992246004 |
| | VV | | "obsyp"11,565 | | 11.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "zásyp"49,745 | | 49.745 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 61.309999999999995 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 32.373 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 189810408 |
| | VV | | 6,475+25,898 | | 32.373 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 323.73 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 547197756 |
| | VV | | 32,373*10 | | 323.73 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 32.373 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 529134705 |
| | VV | | 6,475+25,898 | | 32.373 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 323.73 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 778238242 |
| | VV | | 32,373*10 | | 323.73 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 61.31 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1054941632 |
| | VV | | "obsyp"11,565 | | 11.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "zásyp"49,745 | | 49.745 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 61.309999999999995 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 116.543 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -137290622 |
| | VV | | 2*32,373*1,8 | | 116.543 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 49.745 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1289161323 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "lože"-0,1*36*0,9 | | -3.24 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "obsyp ve výkopu vč. potrubí"-(0,3+0,063)*0,9*36 | | -11.761 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 49.745000000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | M | 58344171 | štěrkodrť frakce 0/32 | t | 102.181 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 102.181 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -861949585 |
| | VV | | 1,23*1,67*49,745 | | 102.181 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 11.565 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1291055540 |
| | VV | | "Š x D x TL"0,9*36*(0,063+0,3) | | 11.761 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -PI*0,0315*0,0315*63"odpočet potrubí DN 63" | | -0.196 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 11.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 23.756 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 23.756 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -970863602 |
| | VV | | 11,565*1,23*1,67 | | 23.756 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 6.126094800000001 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 3.24 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.89077 | 6.126094800000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1073461810 |
| | VV | | "Š x D x TL"0,9*36*0,1 | | 3.24 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 3.24 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 8 | Vedení trubní dálková a přípojná | | | | 0 | | | | | | 0 | | 1.1976217 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 19 | K | 871211141 | Montáž vodovodního potrubí z polyetylenu PE100 RC v otevřeném výkopu svařovaných na tupo SDR 11/PN16 d 63 x 5,8 mm | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 468591509 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | M | 28613503 | potrubí vodovodní dvouvrstvé PE100 RC SDR11 63x5,8mm | m | 36.54 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00105 | 0.038367 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1217691489 |
| | VV | | 36*1,015 | | 36.54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 877211101 | Montáž tvarovek na vodovodním plastovém potrubí z polyetylenu PE 100 elektrotvarovek SDR 11/PN16 spojek, oblouků nebo redukcí d 63 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1859427484 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 28653133 | nákružek lemový PE 100 SDR11 63mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00019 | 0.00038 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1192835291 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | K | 877211201 | Montáž tvarovek na vodovodním plastovém potrubí z polyetylenu PE 100 svařovaných na tupo SDR 11/PN16 oblouků nebo redukcí d 63 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1653948578 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | M | 28614977 | elektroredukce PE 100 PN16 D 90-63mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00043 | 0.00043 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 182786137 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 879221111 | Montáž napojení vodovodní přípojky v otevřeném výkopu DN 63 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00163 | 0.00163 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 987854432 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 26 | K | 891211112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 50 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00072 | 0.00072 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1584027236 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | M | 42221301 | šoupátko pitná voda litina GGG 50 krátká stavební dl PN10/16 DN 50x150mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.012 | 0.012 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2073240783 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | K | 892233922 | Proplach vodovodního potrubí při opravách jednoduchý (bez dezinfekce) DN od 40 do 70 | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -880060712 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | K | 892241111 | Tlakové zkoušky vodou na potrubí DN do 80 | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -711070230 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 892273932 | Proplach vodovodního potrubí při opravách dezinfekce pro potrubí DN od 40 do 125 | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1987273455 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | K | 892372111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN do 300 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.45937 | 0.91874 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 41555182 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 32 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.04 | 0.04 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -635725914 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 1 | | 0 | | | | základní | | 0 | 0.0133 | 0.0133 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 808020376 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0003 | 0.0003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1822031392 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00033 | 0.00033 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1055547686 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.007200000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1345570421 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.004679999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -610410232 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | K | 899910202 | Výplň potrubí trub betonových, litinových nebo kameninových cementopopílkovou suspenzí spádem, délky přes 50 do 100 m | m3 | 0.102 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.52985 | 0.15604469999999998 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1547382583 |
| | VV | | "Rušena část vodovodu DN 63-36 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pi*0,03*0,03*36 | | 0.102 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | M | 42291078 | souprava zemní pro šoupátka DN 40-50mm Rd 2,0m | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0035 | 0.0035 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1570234048 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 40 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 7.458 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 478930788 |
## SO 302 - Přeložka vodovod...
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {513491a1-b301-44d7-be25-1de872a94055} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 302 - Přeložka vodovodu DN 150 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 302 - Přeložka vodovodu DN 150 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 8 - Vedení trubní dálková a přípojná | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 302 - Přeložka vodovodu DN 150 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 38.162912999999996 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 38.162912999999996 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 33.688345 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 132212221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 5.333 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -898030201 |
| | VV | | 3*1,3*(2,3-0,24) | | 8.034 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,3*(3,65-0,24) | | 13.299 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 21.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | | 5.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 132254203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 50 do 100 m3 | m3 | 5.333 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1909981400 |
| | VV | | 3*1,3*(2,3-0,24) | | 8.034 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,3*(3,65-0,24) | | 13.299 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 21.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | | 5.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 132312221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 soudržných | m3 | 5.333 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -529769982 |
| | VV | | 3*1,3*(2,3-0,24) | | 8.034 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,3*(3,65-0,24) | | 13.299 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 21.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | | 5.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132354203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 50 do 100 m3 | m3 | 5.333 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -304934024 |
| | VV | | 3*1,3*(2,3-0,24) | | 8.034 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,3*(3,65-0,24) | | 13.299 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 21.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | | 5.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 35.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00085 | 0.030345 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1843836910 |
| | VV | | 2*3*2,3 | | 13.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*3*3,65 | | 21.9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 35.7 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 35.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1651097465 |
| | VV | | 35,7 | | 35.7 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 19.946 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1285407418 |
| | VV | | 16,386"zásyp" | | 16.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3,56"obsyp" | | 3.56 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 19.945999999999998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 10.666 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -646676770 |
| | VV | | 2*5,333 | | 10.666 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 106.66 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -449719373 |
| | VV | | 10,666*10 | | 106.66 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 10.666 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1705018815 |
| | VV | | 2*5,333 | | 10.666 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 106.66 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 995826304 |
| | VV | | 10,666*10 | | 106.66 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 19.946 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2131069788 |
| | VV | | 16,386"zásyp" | | 16.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3,56"obsyp" | | 3.56 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 19.945999999999998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 38.398 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1539713286 |
| | VV | | 4*5,333*1,8 | | 38.398 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 16.386 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1870747404 |
| | VV | | 4*5,333-0,78-0,5-6*1,3*(0,17+0,3) | | 16.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | M | 58344171 | štěrkodrť frakce 0/32 | t | 33.658 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 33.658 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -493673927 |
| | VV | | 1,23*1,67*16,386 | | 33.658 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 3.56 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 197788466 |
| | VV | | 6*1,3*(0,17+0,3) | | 3.666 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -pi*0,075*0,075*6 | | -0.106 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 3.56 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 7.313 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -261060176 |
| | VV | | 3,56*1,23*1,67 | | 7.313 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 2.6253105999999997 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 0.78 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.89077 | 1.4748006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -918180550 |
| | VV | | 6*1,3*0,1 | | 0.78 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | K | 452313141 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 16/20 | m3 | 0.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.30102 | 1.15051 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1901568367 |
| | VV | | 4*0,5*0,5*0,5 | | 0.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 8 | Vedení trubní dálková a přípojná | | | | 0 | | | | | | 0 | | 1.8492574000000004 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 20 | K | 850315121 | Výřez nebo výsek na potrubí z trub litinových tlakových nebo plastických hmot DN 150 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2073937400 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 852312122 | Montáž potrubí z trub litinových tlakových přírubových abnormálních délek, jednotlivě do 1 m v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00282 | 0.00564 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1580075969 |
| | VV | | 2"sek DN 150" | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 11111111r | trouba vodovodní litinová DN 150 STD l=6,0m TT | kus | 1.01 | | 0 | | | | základní | | 0 | 0.13174 | 0.1330574 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -67284131 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1*1,01 "Přepočtené koeficientem množství | | 1.01 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | M | 55251462 | kroužek zámkový kovový pro extrémní tlaky a speciální konstrukce DN 150 | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0003 | 0.0018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1733864351 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 857242122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 80 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00167 | 0.00334 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 365063468 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | M | 55254047 | koleno 90° s patkou přírubové litinové vodovodní N-kus PN10/40 DN 80 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0122 | 0.0244 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1768726426 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 26 | K | 857312122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00282 | 0.02256 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 362364481 |
| | VV | | 4+2+2 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | M | 55253895r | tvarovka přírubová s hrdlem z tvárné litiny,E-kus, DN 150 | kus | 4 | | 0 | | | | základní | | 0 | 0.016 | 0.064 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -277398893 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | M | 31951006 | potrubní spojka jištěná proti posuvu hrdlo-příruba DN 150 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.014 | 0.028 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -267816038 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | M | 111.121831r | trouba přírubová TP-DN 150 PN 10-16 TT-montažní vložka | kus | 2 | | 0 | | | | základní | | 0 | 0.024 | 0.048 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1684150793 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 857314122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00366 | 0.01464 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1022047628 |
| | VV | | 2+2 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | M | 55253530 | tvarovka přírubová litinová vodovodní s přírubovou odbočkou PN10/16 T-kus DN 150/150 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0299 | 0.0598 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -770119129 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 32 | M | 55253527r | tvarovka přírubová litinová s přírubovou odbočkou, T-kus DN 150/80 | kus | 2 | | 0 | | | | základní | | 0 | 0.0276 | 0.0552 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2033189312 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | K | 891247112 | Montáž vodovodních armatur na potrubí hydrantů podzemních (bez osazení poklopů) DN 80 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00136 | 0.00272 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -389069217 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 42273591r | Hydrant podzemní DN 80/1500 | kus | 2 | | 0 | | | | základní | | 0 | 0.0425 | 0.085 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1206662282 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | K | 892372111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN do 300 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.45937 | 0.91874 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1362007253 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.04 | 0.16 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1398725212 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 4 | | 0 | | | | základní | | 0 | 0.0133 | 0.0532 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2082009712 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0003 | 0.0012 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1270475889 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | K | 899401113 | Osazení poklopů uličních s pevným rámem litinových hydrantových | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.05 | 0.1 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -291279066 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 40 | M | 42291452r | poklop litinový hydrantový DN 80 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0295 | 0.059 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1960494803 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 41 | M | 42210052 | deska podkladová uličního poklopu litinového hydrantového | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0025 | 0.005 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1908784711 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 42 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00033 | 0.00198 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -135142639 |
| | VV | | 4+2 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 43 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0012000000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1363696281 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 44 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.0007799999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -715598019 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 45 | K | 998273102 | Přesun hmot pro trubní vedení hloubené z trub litinových pro vodovody nebo kanalizace v otevřeném výkopu dopravní vzdálenost do 15 m | t | 4.505 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1301960428 |
## A - Stavební práce
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {26d16e7d-173f-4e50-919f-f1fbfbc4d3bf} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 355.21189360000005 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 355.21189360000005 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 355.21189360000005 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 129001101 | Příplatek k cenám vykopávek za ztížení vykopávky v blízkosti podzemního vedení nebo výbušnin v horninách jakékoliv třídy | m3 | 55.682 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -695327868 |
| | VV | | (22,208+62,159)*0,66 | | 55.682 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 131213701 | Hloubení nezapažených jam ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 22.208 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 781387295 |
| | VV | | 10,0*2,5*1,36+2,5*2,5*1,36"zeleň | | 42.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*1,3+6,0*2,5*1,56"vozovka | | 31.525 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 74.025 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 74,025*0,3"třída I/3 ručně | | 22.208 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 131251104 | Hloubení nezapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 51.818 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 196693521 |
| | VV | | 10,0*2,5*1,36+2,5*2,5*1,36"zeleň | | 42.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*1,3+6,0*2,5*1,56"vozovka | | 31.525 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 74.025 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 74,025*0,7"třída I/3 strojně | | 51.818 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132212331 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 62.159 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1337470019 |
| | VV | | 0,8*1,3*0,7+1,6*7,0*1,9"zeleň | | 22.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,25*0,25*3,4)"odpočet potrubí DN500 | | -0.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*3,8*1,9"chodník | | 11.552 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*83,8*1,3"vozovka | | 174.304 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 207.196 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 207,196*0,3"třída I/3 ručně | | 62.159 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 132251254 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 145.037 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1817443963 |
| | VV | | 0,8*1,3*0,7+1,6*7,0*1,9"zeleň | | 22.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,25*0,25*3,4)"odpočet potrubí DN500 | | -0.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*3,8*1,9"chodník | | 11.552 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*83,8*1,3"vozovka | | 174.304 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 207.196 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 207,196*0,7"třída I/3 strojně | | 145.037 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 151101101 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky do 2 m | m2 | 291.54 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00084 | 0.24489360000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 701989255 |
| | VV | | 2*(10,0+2,5)*1,36"zeleň | | 34 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*3,8*1,9"chodník | | 14.44 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(83,8+2,5)*1,3+2*6,0*1,56"vozovka | | 243.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 291.53999999999996 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 151101111 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky do 2 m | m2 | 291.54 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -673736152 |
| 8 | K | 162211311 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 25.31 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1146536360 |
| | VV | | (22,208+62,159)*0,3 | | 25.31 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 162211319 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m Příplatek za každých dalších 10 m k ceně -1311 | m3 | 50.62 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 434368091 |
| | VV | | 25,310*2 | | 50.62 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 254.122 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1879820007 |
| | VV | | 22,208+51,818+62,159+145,037"výkopek celkem | | 281.222 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(64,50-37,40)"odpočet zásyp výkopkem zeleň | | -27.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 254.12199999999999 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 27.1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -133590788 |
| | VV | | 64,50-37,40"nakládání výkopku pro zához ne mezideponii, zeleň | | 27.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 457.42 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1868633328 |
| | VV | | 254,122*1,8 | | 457.42 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 105.67 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1823254536 |
| | VV | | 64,50-37,40"zeleň | | 27.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 11,55-5,23"chodník | | 6.32 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 205,83-133,58"vozovka | | 72.25 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 105.67 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | M | 58344171 | štěrkodrť frakce 0/32 | t | 11.376 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 11.376 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1636704835 |
| | VV | | 11,55-5,23"chodník | | 6.32 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 6,32*1,8 | | 11.376 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | M | 58344197 | štěrkodrť frakce 0/63 | t | 130.05 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 130.05 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1410934973 |
| | VV | | 205,83-133,58"vozovka | | 72.25 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 72,25*1,8 | | 130.05 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 129.419 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1458976246 |
| | VV | | (10,0*2,5+2,5*2,5+0,8*1,3+1,6*7,0)*0,76"zeleň | | 33.052 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*11,0)"odpočet potrubí dn560 | | -2.709 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*3,8*0,76"chodník | | 4.621 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*3,8)"odpočet potrubí dn560 | | -0.936 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (2,5*2,5+6,0*2,5+1,6*83,8)*0,76"vozovka | | 118.051 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*92,0)"odpočet potrubí dn560 | | -22.66 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 129.419 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 213.541 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 213.541 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -399816335 |
| | VV | | 129,419*1,65 | | 213.541 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 20.49 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 540357492 |
| | VV | | (10,0*2,5+2,5*2,5+0,8*1,3+1,6*7,0)*0,1"zeleň | | 4.349 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*3,8*0,1"chodník | | 0.608 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (2,5*2,5+6,0*2,5+1,6*83,8)*0,1"vozovka | | 15.533 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 20.49 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
## B - Plynovody
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {efcb3499-2a3c-4ccd-8cfd-db7653b6819b} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | M - Práce a dodávky M | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 23-M - Montáže potrubí | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 10 - Plynovody | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20 - Odpoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20-1 - DN500 (stopl) -jáma J1 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30 - Propoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30-1 - DN500 (stopl + šoupě) -jáma J1 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40 - Mimochody | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40-1 - PE dn315 -12m | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 50 - Demontáže | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 60 - Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 0.4884609200000001 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | M | Práce a dodávky M | | | | 0 | | | | | | 0 | | 0.4884609200000001 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 23-M | Montáže potrubí | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 10 | Plynovody | | | | 0 | | | | | | 0 | | 0.27201812000000003 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 230205181 | Montáž potrubí PE průměru přes 110 mm Ø 560, tl. stěny 31,7 mm | m | 104.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1254840729 |
| 2 | M | 28618839R560 | Potrubí plynovodní PE 100 SDR 17 PN 0,4MPa D 560x33mm | m | 107.326 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -55617384 |
| | VV | | 104,2*1,03 | | 107.326 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | M | 28614929R560 | elektrospojka SDR17 PE 100 PN10 D 560mm | kus | 5 | | 0 | | | | základní | | 0 | 0.0072 | 0.036 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1975808838 |
| 4 | K | 230205471 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 500, tl. stěny 28,3 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1681676060 |
| 5 | M | 28614929R500 | elektrospojka SDR17 PE 100 PN10 D 500mm | kus | 1 | | 0 | | | | základní | | 0 | 0.0072 | 0.0072 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1897667310 |
| 6 | M | 28653161R500 | nákružek lemový PE 100 SDR17 500mm | kus | 1 | | 0 | | | | základní | | 0 | 0.0158 | 0.0158 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -475159633 |
| 7 | K | 230205481 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 560, tl. stěny 31,7 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1943711729 |
| 8 | M | 28615397R560 | záslepka SDR17 PE 100 D 560mm | kus | 1 | | 0 | | | | základní | | 0 | 0.00242 | 0.00242 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -905926598 |
| 9 | M | 28614892R560 | oblouk 90° SDR17 PE 100 PN10 D 560mm | kus | 2 | | 0 | | | | základní | | 0 | 0.0497 | 0.0994 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1658190911 |
| 10 | M | 28615380R560500 | redukce SDR17 PE 100 D 560/500 | kus | 1 | | 0 | | | | základní | | 0 | 0.001 | 0.001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -648655009 |
| 11 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 106 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0212 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1768968256 |
| 12 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 104 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.013519999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1222686960 |
| 13 | K | 230250001R1 | Montáž a dodávka kontrolní vývod signalizačního vodiče zemní | kus | 1 | | 0 | | | | základní | | 0 | 0.00359 | 0.00359 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1137464506 |
| 14 | K | 230220016R.1 | Montáž a dodávka odfuku etapy, komplet včetně potrubí a kul. kohoutu | kus | 1 | | 0 | | | | základní | | 0 | 0.00006 | 0.00006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2071348015 |
| 15 | K | 230220016RPE | Montáž odfuku PE d 63 do poklopu, komplet včetně potrubí a kul. kohoutu | kus | 1 | | 0 | | | | základní | | 0 | 0.00006 | 0.00006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2033346070 |
| 16 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -606871953 |
| 17 | M | 28614042R63 | tvarovka T-kus navrtávací bez vrtáku D 225-63mm | kus | 2 | | 0 | | | | základní | | 0 | 0.00098 | 0.00196 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 225552686 |
| 18 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -447718576 |
| 19 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | | 0 | | | | základní | | 0 | 0.014 | 0.014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -132733401 |
| 20 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | | 0 | | | | základní | | 0 | 0.0019 | 0.0019 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1272997914 |
| 21 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1816715030 |
| 22 | K | 230210003 | Oprava továrního opláštění a izolace svarů ovinem páskou za studena 2 vrstvy | m2 | 9.576 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00012 | 0.00114912 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 299702949 |
| | VV | | 2*PI*0,508*3"oprava v délce 3 m | | 9.576 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | M | 343821280R | Izolačí páska Servierap + primer + tmel | m2 | 10.545 | | 0 | | | | základní | | 0 | 0.0002 | 0.002109 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1912381988 |
| | VV | | 9,586*1,1 | | 10.545 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 230210015R | Oprava opláštění ruční asfaltem PROTEGOL | m2 | 1 | | 0 | | | | základní | | 0 | 0.001 | 0.001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 336643956 |
| 25 | M | 235216100R | ochranný nátěr PROTEGOL | kg | 1 | | 0 | | | | základní | | 0 | 0.001 | 0.001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1312260661 |
| 26 | K | 230220037 | Montáž příslušenství plynovodů izolační desky pod armatury DN přes 400 do 600 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -766890743 |
| 27 | M | GLP.AV4250300001000R | deska antivibrační recyklovaná pryž GELTEC S1000 2000x1000x50mm černá | m2 | 2 | | 0 | | | | základní | | 0 | 0.024 | 0.048 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1075818489 |
| | D | 20 | Odpoje | | | | 0 | | | | | | 0 | | 0.005266399999999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 20-1 | DN500 (stopl) -jáma J1 | | | | 0 | | | | | | 0 | | 0.005266399999999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 28 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1442752818 |
| 29 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -514462157 |
| 30 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1177065392 |
| 31 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 137577544 |
| 32 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 996487257 |
| 33 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | | 0 | | | | základní | | 0 | 0.0003 | 0.0014364 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1793245686 |
| | VV | | PI*0,508*3"oprava v délce 3 m | | 4.788 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -362519230 |
| 35 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2019010335 |
| 36 | M | 2862957R | Přesuvka ukončovací SCHUCK SU-K PN 16 DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 853989202 |
| | D | 30 | Propoje | | | | 0 | | | | | | 0 | | 0.0218164 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 30-1 | DN500 (stopl + šoupě) -jáma J1 | | | | 0 | | | | | | 0 | | 0.0218164 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 37 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 771755323 |
| 38 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1489824154 |
| 39 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -420400186 |
| 40 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1158776011 |
| 41 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -543067555 |
| 42 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | | 0 | | | | základní | | 0 | 0.0003 | 0.0014364 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 435147257 |
| | VV | | PI*0,508*3"oprava v délce 3 m | | 4.788 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 43 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 560840207 |
| 44 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1990507455 |
| 45 | M | 1939500R | příruba s krkem DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1158123196 |
| 46 | M | 2862956R | Přesuvka SCHUCK SMU-S PN 16 DN 500 (508) | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -320373047 |
| 47 | K | 230030010 | Montáž trubních dílů přírubových hmotnosti přes 300 do 400 kg | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1799617970 |
| 48 | M | 3.1.500.PR | AVK šoupátko F4 DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 8752244 |
| 49 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2112889773 |
| 50 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -537673220 |
| 51 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -658774869 |
| 52 | M | 29478R | Podložka M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1075366936 |
| 53 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1052944589 |
| 54 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1701624073 |
| 55 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -298474534 |
| 56 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1281153449 |
| 57 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | | 0 | | | | základní | | 0 | 0.014 | 0.014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1479890407 |
| 58 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | | 0 | | | | základní | | 0 | 0.0019 | 0.0019 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 870335847 |
| 59 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1463043961 |
| | D | 40 | Mimochody | | | | 0 | | | | | | 0 | | 0.17074 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 40-1 | PE dn315 -12m | | | | 0 | | | | | | 0 | | 0.17074 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 60 | K | 230205156 | Montáž plynovodního potrubí PE průměru přes 110 mm Ø 315, tl. stěny 17,9 mm | m | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1288398372 |
| 61 | M | 2866332R | Potrubí plynovodní PE 100RC SDR 17 PN 0,4MPa D 315x17,9mm | m | 12.6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 2033232396 |
| | VV | | 12*1,05 | | 12.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 62 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0072 | 0.0864 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 783775368 |
| 63 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1025294389 |
| 64 | M | 28615234R315 | Tvarovka na tupo PE 100 SDR17 záslepka dn 315 | ks | 2 | | 0 | | | | základní | | 0 | 0.0065 | 0.013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1977893561 |
| 65 | M | 28614836 | koleno 90° SDR17 PE 100 PN10 D 315mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0151 | 0.0604 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 872204540 |
| 66 | M | 28653159 | nákružek lemový PE 100 SDR17 315mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00547 | 0.01094 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -945709841 |
| 67 | K | 23025R006300 | Odpoj nebo propoj STL plynovodu DN 300 nebo dn315 uzavřením nebo otevřením uzávěru | ks | 4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 601353658 |
| 68 | K | 230205000R315 | Demontáž bypassu d315 | soubor | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 453539703 |
| | D | 50 | Demontáže | | | | 0 | | | | | | 0 | | 0.018619999999999998 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 69 | K | 230082385 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1497870303 |
| 70 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1434026815 |
| 71 | M | 55283870R300 | dno klenuté S235JR PN16 508x8mm DN 500 | kus | 1 | | 0 | | | | základní | | 0 | 0.009 | 0.009 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -608636247 |
| 72 | K | 230083154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 50 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0026 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1820079529 |
| | VV | | 6/1,5 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 73 | K | 230208516 | Odplynění a inertizace ocelového potrubí DN přes 300 mm | m | 83 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00003 | 0.00249 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192108381 |
| | D | 60 | Ostatní náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 74 | K | 230230023 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 300 | m | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1915702253 |
| 75 | K | 230230026 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 500 | m | 104.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1180787811 |
| 76 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 116.2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 157960913 |
| | VV | | 104,2+12 | | 116.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 77 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 4.55 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1431871508 |
| 78 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 4.55 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -803417314 |
| 79 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 4.55 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1343872820 |
## C - Přípojky
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| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - Přípojky | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - Přípojky | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | M - Práce a dodávky M | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 23-M - Montáže potrubí | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 10 - Přípojky | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20 - Odpoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30 - Propoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40 - Demontáže | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 50 - Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - Přípojky | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 0.0029416 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | M | Práce a dodávky M | | | | 0 | | | | | | 0 | | 0.0029416 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 23-M | Montáže potrubí | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 10 | Přípojky | | | | 0 | | | | | | 0 | | 0.0019616 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 230205025 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 32, tl. stěny 3,0 mm | m | 1.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 819885487 |
| 2 | M | 28613911 | potrubí plynovodní PE 100RC SDR 11 PN 0,4MPa D 32x3,0mm | m | 1.47 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00028 | 0.0004116 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 824990506 |
| | VV | | 1,4*1,05 | | 1.47 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | M | 28615969 | elektrospojka SDR11 PE 100 PN16 D 32mm | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00005 | 0.00015000000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2100510616 |
| 4 | K | 230205225 | Montáž trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 32, tl. stěny 3,0 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -128387524 |
| 5 | M | 28615020 | elektrozáslepka SDR11 PE 100 PN16 D 32mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00006 | 0.00006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2091931044 |
| 6 | M | NCL.616176 | FRIALEN - KH d32, PE100, SDR11, kulový kohout, elektro | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2012040714 |
| 7 | K | 899721111 | Signalizační vodič na potrubí DN do 150 mm | m | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00019 | 0.00057 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2080673092 |
| 8 | K | 899722111 | Krytí potrubí z plastů výstražnou fólií z PVC šířky do 20 cm | m | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00006 | 0.00012 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 850669342 |
| | D | 20 | Odpoje | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 30 | Propoje | | | | 0 | | | | | | 0 | | 0.00098 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 9 | K | 230020R999031 | Vysazení odbočky na PE potrubí do dn 40 mm | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 733230748 |
| 10 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 776574562 |
| 11 | M | 28614042R32 | tvarovka T-kus navrtávací bez vrtáku SA TL D 250-560/32 mm | kus | 1 | | 0 | | | | základní | | 0 | 0.00098 | 0.00098 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -661520561 |
| | D | 40 | Demontáže | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 50 | Ostatní náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 12 | K | 230230017 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 80 | m | 1.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 532812815 |
| 13 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 1.4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 799136156 |
| 14 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 0.004 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1407113091 |
| 15 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 0.004 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 749661997 |
| 16 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 0.004 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1496700770 |
## A - Stavební práce_01
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {5fe693ac-1ee4-4a00-82f0-623f2b0cb36b} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 3 - Svislé a kompletní konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 158.180236 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 158.180236 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 158.170588 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 129001101 | Příplatek k cenám vykopávek za ztížení vykopávky v blízkosti podzemního vedení nebo výbušnin v horninách jakékoliv třídy | m3 | 29.024 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1823579420 |
| | VV | | (36,780+7,196)*0,66 | | 29.024 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 131213701 | Hloubení nezapažených jam ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 36.78 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -537004032 |
| | VV | | 1,5*1,5*0,7+3,5*1,8*0,9+2,5*2,5*1,4+4,5*2,5*1,4+10,0*2,5*1,4"zeleň | | 66.745 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,5*1,5*0,7+2*3,0*1,5*0,9+3,5*1,5*0,9+5*1,8*1,8*0,9+3,5*2,5*1,0+2,5*2,5*1,6"chodník | | 47.73 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*1,3"vozovka | | 8.125 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 122.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 122,600*0,3"třída I/3 ručně | | 36.78 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 131251104 | Hloubení nezapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 85.82 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 128239448 |
| | VV | | 1,5*1,5*0,7+3,5*1,8*0,9+2,5*2,5*1,4+4,5*2,5*1,4+10,0*2,5*1,4"zeleň | | 66.745 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,5*1,5*0,7+2*3,0*1,5*0,9++3,5*1,5*0,9+5*1,8*1,8*0,9+3,5*2,5*1,0+2,5*2,5*1,6"chodník | | 47.73 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*1,3"vozovka | | 8.125 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 122.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 122,600*0,7"třída I/3 strojně | | 85.82 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132212331 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 7.196 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1478841920 |
| | VV | | 0,8*4,2*0,7+0,8*5,5*1,0+0,8*4,8*1,0+0,8*1,0*1,0+1,6*3,6*1,2+1,6*0,7*1,4"zeleň | | 19.872 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,25*0,25*21,4)"odpočet potrubí DN500 | | -4.202 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 0,8*6,0*0,7+1,6*2,3*1,5"chodník | | 8.88 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,15*0,15*8,0)"odpočet potrubí DN300 | | -0.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 23.985 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 23,985*0,3"třída I/3 ručně | | 7.196 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 132251254 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 16.79 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -156518060 |
| | VV | | 0,8*4,2*0,7+0,8*5,5*1,0+0,8*4,8*1,0+0,8*1,0*1,0+1,6*3,6*1,2+1,6*0,7*1,4"zeleň | | 19.872 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,25*0,25*21,4)"odpočet potrubí DN500 | | -4.202 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 0,8*6,0*0,7+1,6*2,3*1,5"chodník | | 8.88 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,15*0,15*8,0)"odpočet potrubí DN300 | | -0.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 23.985 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 23,985*0,7"třída I/3 strojně | | 16.79 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 141721212 | Řízený zemní protlak délky protlaku do 50 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 včetně zatažení trub v hloubce do 6 m průměru vrtu přes 90 do 110 mm | m | 16.6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0027 | 0.044820000000000006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1654720547 |
| | VV | | 16,6"mikrotunel pro kabely PKO | | 16.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | M | 28613902R11 | potrubí plynovodní PE 100RC SDR 11 PN 0,1MPa tyče 12m 110x10mm | m | 17 | | 0 | | | | základní | | 0 | 0.0021 | 0.035699999999999996 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -333321508 |
| 8 | K | 141721214 | Řízený zemní protlak délky protlaku do 50 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 včetně zatažení trub v hloubce do 6 m průměru vrtu přes 140 do 180 mm | m | 16.6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0036 | 0.05976 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 826943647 |
| | VV | | 16,6"mikrotunel PE dn160 pro přeložku STL 2 | | 16.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | M | 28613904R11 | potrubí plynovodní PE 100RC SDR 11 PN 0,1MPa tyče 12m 160x14,6mm | m | 17 | | 0 | | | | základní | | 0 | 0.00434 | 0.07378 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1151603041 |
| 10 | K | 141721347R | Řízené šnekové horizontální vrtání s vtlačením potrubí v hloubce do 6 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 dimenze pro ocelové potrubí délky vrtu přes 20 do 50 m, průměru přes DN 600 do 700 mm | m | 25.6 | | 0 | | | | základní | | 0 | 0.001 | 0.0256 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2007156858 |
| 11 | K | 151101101 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky do 2 m | m2 | 214.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00084 | 0.179928 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 82006770 |
| | VV | | 2*3,5*1,4+2*(2,5+4,5+10,0)*1,9+2*(5,5+4,8+1,0)*1,5+2*3,6*1,7+2*0,7*1,9"zeleň | | 123.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(2*3,0+3,5+5*1,8)*1,4+2*3,5*1,5+2*2,5*2,1+2*2,3*2,0"chodník | | 82 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*2,5*1,8"vozovka | | 9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 214.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 151101111 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky do 2 m | m2 | 214.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 533983595 |
| 13 | K | 162211311 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 13.193 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1344001066 |
| | VV | | (36,780+7,196)*0,3 | | 13.193 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 162211319 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m Příplatek za každých dalších 10 m k ceně -1311 | m3 | 26.386 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1046785489 |
| | VV | | 13,193*2 | | 26.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 102.566 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1461319374 |
| | VV | | 36,780+85,820+7,196+16,790"výkopek celkem | | 146.586 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(86,42-42,40)"odpočet zásyp výkopkem zeleň | | -44.02 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 102.566 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 44.02 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 446397314 |
| | VV | | 86,42-42,40"nakládání výkopku pro zához ne mezideponii, zeleň | | 44.02 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 184.619 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 703081018 |
| | VV | | 102,566*1,8 | | 184.619 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 18 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 73.88 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1575107742 |
| | VV | | 86,42-42,40"zeleň | | 44.02 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 56,61-31,12"chodník | | 25.49 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 8,13-3,76"vozovka | | 4.37 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 73.88000000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | M | 58344171 | štěrkodrť frakce 0/32 | t | 45.882 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 45.882 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1213199883 |
| | VV | | 56,61-31,12"chodník | | 25.49 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 25,49*1,8 | | 45.882 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | M | 58344197 | štěrkodrť frakce 0/63 | t | 7.866 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 7.866 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1758319521 |
| | VV | | 8,13-3,76"vozovka | | 4.37 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,37*1,8 | | 7.866 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 63.032 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1135438855 |
| | VV | | (1,5*1,5+0,8*4,2)*0,31+3,5*1,8*0,52+(2,5*2,5+4,5*2,5+10,*2,5)*0,76"zeleň | | 37.315 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*13,6)"odpočet potrubí dn560 | | -3.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (1,5*1,5+2*3,0*1,5+3,5*1,5+0,8*6,0)*0,31+(5*1,8*1,8+3,5*2,5)*0,52+(2,5*2,5+1,6*2,3)*0,76"chodník | | 27.124 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*4,8)"odpočet potrubí dn560 | | -1.182 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*0,5"vozovka | | 3.125 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 63.032 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 104.003 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 104.003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 799978614 |
| | VV | | 63,032*1,65 | | 104.003 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 3 | Svislé a kompletní konstrukce | | | | 0 | | | | | | 0 | | 0.009648 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 23 | K | 327313216 | Opěrné zdi a valy z betonu prostého bez zvláštních nároků na vliv prostředí tř. C 16/20 | m3 | 0.64 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 254391207 |
| | VV | | 2*1,0*0,8*0,4"zíklad pod výškovou etáž potrubí | | 0.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 327351211 | Bednění opěrných zdí a valů svislých i skloněných, výšky do 20 m zřízení | m2 | 2.88 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00335 | 0.009648 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 843334007 |
| | VV | | 4*1,0*0,4+4*0,8*0,4 | | 2.88 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 327351221 | Bednění opěrných zdí a valů svislých i skloněných, výšky do 20 m odstranění | m2 | 2.88 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -944654633 |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 26 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 9.077 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1774817166 |
| | VV | | (1,5+1,5+3,5*1,8+10,0*2,5+0,8*4,2+1,6*3,6+1,6*0,7)*0,1"zeleň | | 4.454 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (1,5*1,5+2*3,0*1,5+3,5*1,5+3,5*2,5+2,5*2,5+0,8*6,0+1,6*2,3)*0,1"chodník | | 3.998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*0,1"vozovka | | 0.625 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 9.077 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
## B - Plynovody_01
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {662374dc-cdb0-42c3-b370-6ca9e00175be} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | M - Práce a dodávky M | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 23-M - Montáže potrubí | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 10 - Plynovody | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20 - Odpoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20-1 - dn315 (balon NTLl) - jáma O1 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20-2 - DN100 (stopl) - jáma O2 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20-3 - DN500 (stopl) jáma J5 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30 - Propoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30-1 - DN100 (stopl) - jáma K2 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30-2 - DN500 (stopl + šoupě) - jáma K3 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30-3 - dn110 (navrtávka) - jáma K1 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40 - Mimochody | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40-1 - PE dn90 - 11m | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40-2 - PE dn315 - 14m | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 50 - Demontáže | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 60 - Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 1.33457428 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | HSV | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | M | Práce a dodávky M | | | | 0 | | | | | | 0 | | 1.33457428 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 23-M | Montáže potrubí | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 10 | Plynovody | | | | 0 | | | | | | 0 | | 0.9440021599999998 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 230030011 | Montáž trubních dílů přírubových hmotnosti přes 400 do 500 kg | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1921953040 |
| 2 | M | 3.1.500.PR.1 | AVK šoupátko F4 DN 500 PN 10 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1228658803 |
| 3 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1368391021 |
| 4 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -846721062 |
| 5 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 760148308 |
| 6 | M | 29478R | Podložka M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1144144058 |
| 7 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1157361743 |
| 8 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1787024608 |
| 9 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 388924194 |
| 10 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1522283016 |
| 11 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | | 0 | | | | základní | | 0 | 0.014 | 0.014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1503930857 |
| 12 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | | 0 | | | | základní | | 0 | 0.0019 | 0.0019 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -472169079 |
| 13 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -360575043 |
| 14 | K | 230205055 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 110, tl. stěny 6,3 mm | m | 35.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -488365826 |
| 15 | M | 28613902 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 110x6,6mm | m | 36.132 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0021 | 0.07587719999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1975352201 |
| | VV | | 35,08*1,03 | | 36.132 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | M | 28615975 | elektrospojka SDR11 PE 100 PN16 D 110mm | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00072 | 0.00216 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1517735351 |
| 17 | K | 230205181 | Montáž potrubí PE průměru přes 110 mm Ø 560, tl. stěny 31,7 mm | m | 60.9 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1094722013 |
| 18 | M | 28618839R560 | Potrubí plynovodní PE 100 SDR 17 PN 0,4MPa D 560x33mm | m | 62.727 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 67446357 |
| | VV | | 60,9*1,03 | | 62.727 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | M | 28614929R560 | elektrospojka SDR17 PE 100 PN10 D 560mm | kus | 18 | | 0 | | | | základní | | 0 | 0.0072 | 0.1296 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1499727115 |
| 20 | K | 230205256 | Montáž plynovodních trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 110, tl. stěny 10,0 mm | kus | 7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -58164316 |
| 21 | M | 28614588 | elektrozáslepka SDR11 PE 100 PN16 D 110mm KIT | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00091 | 0.00091 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 471589658 |
| 22 | M | 28614949 | elektrokoleno 45° PE 100 PN16 D 110mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00121 | 0.00242 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1281007772 |
| 23 | M | 28614937 | elektrokoleno 90° PE 100 PN16 D 110mm | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00141 | 0.00423 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2099766888 |
| 24 | M | NCL.616181 | FRIALEN - KH d110, PE100, SDR11, kulový kohout, elektro | kus | 1 | | 0 | | | | základní | | 0 | 0.0051 | 0.0051 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1620485206 |
| 25 | K | 230205471 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 500, tl. stěny 28,3 mm | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 184621211 |
| 26 | M | 28614929R500 | elektrospojka SDR17 PE 100 PN10 D 500mm | kus | 3 | | 0 | | | | základní | | 0 | 0.0072 | 0.0216 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 654800358 |
| 27 | M | 28653161R500 | nákružek lemový PE 100 SDR17 500mm | kus | 3 | | 0 | | | | základní | | 0 | 0.0158 | 0.047400000000000005 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -667755287 |
| 28 | K | 230205481 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 560, tl. stěny 31,7 mm | kus | 13 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1760744872 |
| 29 | M | 28615397R560 | záslepka SDR17 PE 100 D 560mm | kus | 3 | | 0 | | | | základní | | 0 | 0.00242 | 0.007259999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1809625724 |
| 30 | M | 28650117R | oblouk 22° SDR17 PE PN10 D 560mm | kus | 2 | | 0 | | | | základní | | 0 | 0.02007 | 0.04014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2069340687 |
| 31 | M | 28614892R560 | oblouk 90° SDR17 PE 100 PN10 D 560mm | kus | 5 | | 0 | | | | základní | | 0 | 0.0497 | 0.2485 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1702267303 |
| 32 | M | 28615380R560500 | redukce SDR17 PE 100 D 560/500 | kus | 3 | | 0 | | | | základní | | 0 | 0.001 | 0.003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1141950005 |
| 33 | K | 230202032 | Montáž plastové chráničky pro plynovody průměru přes 63 do 110 mm | m | 32 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1192578815 |
| | VV | | 6"O.T. pro drenážní kabel EPD | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 26"O.T. pro kabely PKO v protlaku DN1000 | | 26 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 32 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 28613902 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 110x6,6mm | m | 32 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0021 | 0.0672 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1819464592 |
| 35 | K | 230202071 | Nasunutí potrubní sekce do chráničky pro plynovody nasouvané potrubí plastové dn do 63 mm | m | 32 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1489719360 |
| | VV | | 6+26"kabely EPD + PKO | | 32 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | K | 230202073 | Nasunutí potrubní sekce do chráničky pro plynovody nasouvané potrubí plastové dn přes 110 do 160 mm | m | 18 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 923803928 |
| | VV | | 18"zatažení do mikrotunelu dn160 | | 18 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | K | 230202078 | Nasunutí potrubní sekce do chráničky nasouvané potrubí plastové dn přes 450 do 560 mm | m | 28.3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1840106903 |
| | VV | | 28,3"zatažení do protlaku DN1000 | | 28.3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | K | 230202187 | Montáž kluzných objímek pro zasunutí potrubí do chráničky pro plynovody výšky 130 mm vnějšího průměru potrubí přes 550 do 600 mm | kus | 17 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00004 | 0.00068 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1079035584 |
| 39 | M | 28655175 | objímka kluzná typ E segment v 130mm | kus | 102 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00068 | 0.06936 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 486433581 |
| 40 | M | 28655175R | zajišťovací páska pro kluzné objímky typ E | kus | 29.893 | | 0 | | | | základní | | 0 | 0.00068 | 0.020327240000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 525585810 |
| | VV | | 17*0,560*3,14 | | 29.893 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 41 | K | 230202225R | Utěsnění čela ochranné trubky přes 63 do 110 mm | kus | 4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1349406658 |
| 42 | K | 230202226 | Utěsnění čela ochranné trubky přes 110 do 160 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1471978939 |
| 43 | K | 230202223R1000 | Montáž manžety na chráničku pro plynovody potrubí ocelového D přes 630 do 720 mm | kus | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1398325142 |
| 44 | M | 28655126R | manžeta chráničky vč. upínací pásky 324x530mm DN 300x500 | kus | 2 | | 0 | | | | základní | | 0 | 0.00266 | 0.00532 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -852514024 |
| 45 | K | 230220031 | Montáž příslušenství plynovodů čichačky na chráničku plynovodu | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1166334175 |
| 46 | K | 230201011 | Montáž potrubí z oceli Ø do 60,3 mm, tl. stěny 2,9 mm | m | 11.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00012 | 0.00138 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1539488825 |
| 47 | M | 55283905 | trubka ocelová bezešvá hladká jakost 11 353 57x2,9mm | m | 11.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00401 | 0.046114999999999996 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1378099221 |
| 48 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1281883677 |
| 49 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 2 | | 0 | | | | základní | | 0 | 0.014 | 0.028 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1857065294 |
| 50 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 2 | | 0 | | | | základní | | 0 | 0.0019 | 0.0038 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2006097264 |
| 51 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 2 | | 0 | | | | základní | | 0 | 0.00065 | 0.0013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2141515609 |
| 52 | K | 230230081 | Čištění potrubí DN 500 | m | 25.6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1393985835 |
| 53 | K | 359901212R | Monitoring stok (kamerový systém) jakékoli výšky stávající kanalizace | m | 25.6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -976325704 |
| 54 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 102 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0204 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1575827173 |
| 55 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 60 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.0078 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1203544628 |
| 56 | K | 230250001R1 | Montáž a dodávka kontrolní vývod signalizačního vodiče zemní | kus | 2 | | 0 | | | | základní | | 0 | 0.00359 | 0.00718 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1381155178 |
| 57 | K | 230220016R.1 | Montáž a dodávka odfuku etapy, komplet včetně potrubí a kul. kohoutu | kus | 2 | | 0 | | | | základní | | 0 | 0.00006 | 0.00012 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 441188547 |
| 58 | K | 230220016RPE | Montáž odfuku PE d 63 do poklopu, komplet včetně potrubí a kul. kohoutu | kus | 3 | | 0 | | | | základní | | 0 | 0.00006 | 0.00018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1617655346 |
| 59 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1649441124 |
| 60 | M | 28614042R63 | tvarovka T-kus navrtávací bez vrtáku SA TL D 250-560/63 mm | kus | 3 | | 0 | | | | základní | | 0 | 0.00098 | 0.00294 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 715024707 |
| 61 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1442931969 |
| 62 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 3 | | 0 | | | | základní | | 0 | 0.014 | 0.042 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1257567427 |
| 63 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 3 | | 0 | | | | základní | | 0 | 0.0019 | 0.0057 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -385355395 |
| 64 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 3 | | 0 | | | | základní | | 0 | 0.00065 | 0.00195 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -475253396 |
| 65 | K | 230210003 | Oprava továrního opláštění a izolace svarů ovinem páskou za studena 2 vrstvy | m2 | 10.946 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00012 | 0.00131352 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1587731109 |
| | VV | | 2*PI*0,508*3"oprava v délce 3 m | | 9.576 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*PI*0,109*2"oprava v délce 3 m | | 1.37 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 10.946000000000002 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 66 | M | 343821280R | Izolačí páska Servierap + primer + tmel | m2 | 10.946 | | 0 | | | | základní | | 0 | 0.0002 | 0.0021892 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 93715986 |
| 67 | K | 230210015R | Oprava opláštění ruční asfaltem PROTEGOL | m2 | 2 | | 0 | | | | základní | | 0 | 0.001 | 0.002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -777682877 |
| 68 | M | 235216100R | ochranný nátěr PROTEGOL | kg | 2 | | 0 | | | | základní | | 0 | 0.001 | 0.002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -403825299 |
| | D | 20 | Odpoje | | | | 0 | | | | | | 0 | | 0.028190099999999996 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 20-1 | dn315 (balon NTLl) - jáma O1 | | | | 0 | | | | | | 0 | | 0.02225 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 69 | K | 230200223 | Přerušení průtoku plynu balony vloženými ručně v plastovém potrubí dn do 315 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00029 | 0.00029 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 21308598 |
| 70 | M | 286615395R | Elektrotvar. PE 100 SDR11 tvarovka balonovací SPA TL dn 250 - 560 | ks | 2 | | 0 | | | | základní | | 0 | 0.00136 | 0.00272 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1165372645 |
| 71 | K | 230800R315 | Demontáž potrubí PE pro další použití d 315 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 875043614 |
| 72 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1425346464 |
| 73 | M | 28615397R315 | záslepka SDR17 PE 100 D 315mm | kus | 2 | | 0 | | | | základní | | 0 | 0.00242 | 0.00484 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1835343351 |
| 74 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0072 | 0.0144 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2145817670 |
| | D | 20-2 | DN100 (stopl) - jáma O2 | | | | 0 | | | | | | 0 | | 0.0006737 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 75 | K | 230200100Rst | Jednostranné uzavření STL potrubí DN 100 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -504068392 |
| 76 | M | 286286100Rst | Stoplovací tvarovka FH-S DN 100/108 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2075337579 |
| 77 | M | 286290100Rst | Uzavíratelný bypass DN80 z komory stplovací soupravy DN 100/108 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1219703852 |
| 78 | M | 286510100Rst | Krycí víko STOPL - FV DN 100, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -959388388 |
| 79 | M | 286510111R150 | Balonovací hrdlo FHS pro DN 65 - 150 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 771723278 |
| 80 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 0.679 | | 0 | | | | základní | | 0 | 0.0003 | 0.0002037 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1085020455 |
| | VV | | PI*0,108*2"oprava v délce 2 m | | 0.679 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 81 | K | 230082298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00023 | 0.00023 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 787507782 |
| 82 | K | 230024068 | Montáž trubních dílů přivařovacích hmotnosti přes 10 do 50 kg tř. 11 až 13 Ø 108 mm, tl. 4,5 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00024 | 0.00024 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1473640438 |
| 83 | M | 28610826001 | Přesuvka ukončovací SCHUCK SMU-K PN 16 DN 100 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 319772172 |
| | D | 20-3 | DN500 (stopl) jáma J5 | | | | 0 | | | | | | 0 | | 0.005266399999999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 84 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1348883678 |
| 85 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -232113661 |
| 86 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 666520892 |
| 87 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -608188035 |
| 88 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -950915727 |
| 89 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | | 0 | | | | základní | | 0 | 0.0003 | 0.0014364 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1486607218 |
| | VV | | PI*0,508*3"oprava v délce 3 m | | 4.788 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 90 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1136949835 |
| 91 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -204623367 |
| 92 | M | 2862957R | Přesuvka ukončovací SCHUCK SU-K PN 16 DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -163383837 |
| | D | 30 | Propoje | | | | 0 | | | | | | 0 | | 0.0238501 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 30-1 | DN100 (stopl) - jáma K2 | | | | 0 | | | | | | 0 | | 0.0006737 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 93 | K | 230200100Rst | Jednostranné uzavření STL potrubí DN 100 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -573645643 |
| 94 | M | 286286100Rst | Stoplovací tvarovka FH-S DN 100/108 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -211371731 |
| 95 | M | 286290100Rst | Uzavíratelný bypass DN80 z komory stplovací soupravy DN 100/108 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2048930034 |
| 96 | M | 286510100Rst | Krycí víko STOPL - FV DN 100, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1267536620 |
| 97 | M | 286510111R150 | Balonovací hrdlo FHS pro DN 65 - 150 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1213935846 |
| 98 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 0.679 | | 0 | | | | základní | | 0 | 0.0003 | 0.0002037 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1905986044 |
| | VV | | PI*0,108*2"oprava v délce 2 m | | 0.679 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 99 | K | 230082298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00023 | 0.00023 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -98740848 |
| 100 | K | 230024068 | Montáž trubních dílů přivařovacích hmotnosti přes 10 do 50 kg tř. 11 až 13 Ø 108 mm, tl. 4,5 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00024 | 0.00024 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1705133026 |
| 101 | M | 2861419R | Přesuvka SCHUCK SMU PN 16 DN 100 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -684682828 |
| | D | 30-2 | DN500 (stopl + šoupě) - jáma K3 | | | | 0 | | | | | | 0 | | 0.0218164 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 102 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 236769960 |
| 103 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1514519440 |
| 104 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1415721852 |
| 105 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1172568063 |
| 106 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -4403386 |
| 107 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | | 0 | | | | základní | | 0 | 0.0003 | 0.0014364 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -733367202 |
| | VV | | PI*0,508*3"oprava v délce 3 m | | 4.788 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 108 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1111482806 |
| 109 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1807889301 |
| 110 | M | 1939500R | příruba s krkem DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2030221212 |
| 111 | M | 2862956R | Přesuvka SCHUCK SMU-S PN 16 DN 500 (508) | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1698644374 |
| 112 | K | 230030010 | Montáž trubních dílů přírubových hmotnosti přes 300 do 400 kg | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1627588725 |
| 113 | M | 3.1.500.PR.1 | AVK šoupátko F4 DN 500 PN 10 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1970854697 |
| 114 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -530644511 |
| 115 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1492328079 |
| 116 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1446275915 |
| 117 | M | 29478R | Podložka M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -793363875 |
| 118 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1795917065 |
| 119 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1222040413 |
| 120 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 367171024 |
| 121 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1084817056 |
| 122 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | | 0 | | | | základní | | 0 | 0.014 | 0.014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -844974159 |
| 123 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | | 0 | | | | základní | | 0 | 0.0019 | 0.0019 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1655382055 |
| 124 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -361303341 |
| | D | 30-3 | dn110 (navrtávka) - jáma K1 | | | | 0 | | | | | | 0 | | 0.00136 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 125 | K | 230020R999035 | Vysazení odbočky na PE potrubí do dn 110 mm | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -830272432 |
| 126 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1426043070 |
| 127 | M | 286RKIT560-110 | Elektrotvar. PE 100 SDR11 navrtávací sedlová odbočka SA UNI 450-900 / 110 | ks | 1 | | 0 | | | | základní | | 0 | 0.00136 | 0.00136 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1535322308 |
| | D | 40 | Mimochody | | | | 0 | | | | | | 0 | | 0.1940552 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 40-1 | PE dn90 - 11m | | | | 0 | | | | | | 0 | | 0.0233152 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 128 | K | 230205052 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 90, tl. stěny 8,2 mm | m | 11 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 285461260 |
| 129 | M | 28613900 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 90x5,4mm | m | 11.33 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00144 | 0.016315200000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 882619041 |
| | VV | | 11*1,03 | | 11.33 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 130 | M | 28615974 | elektrospojka SDR11 PE 100 PN16 D 90mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00039 | 0.00156 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1522307623 |
| 131 | K | 230205252 | Montáž trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 90, tl. stěny 8,2 mm | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1464070553 |
| 132 | M | 28653060 | elektrokoleno 90° PE 100 D 90mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00084 | 0.00336 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 899332163 |
| 133 | M | 28615025 | elektrozáslepka SDR11 PE 100 PN16 D 90mm KIT | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00056 | 0.00112 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 111164584 |
| 134 | M | 28653135 | nákružek lemový PE 100 SDR11 90mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00048 | 0.00096 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1840393951 |
| 135 | K | 23025R006080 | Odpoj nebo propoj STL plynovodu DN 80 nebo dn90 uzavřením nebo otevřením uzávěru | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1938140376 |
| 136 | K | 230205000R90 | Demontáž bypassu d90 | soubor | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -649623067 |
| | D | 40-2 | PE dn315 - 14m | | | | 0 | | | | | | 0 | | 0.17074 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 137 | K | 230205156 | Montáž plynovodního potrubí PE průměru přes 110 mm Ø 315, tl. stěny 17,9 mm | m | 14 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2104474463 |
| 138 | M | 2866332R | Potrubí plynovodní PE 100RC SDR 17 PN 0,4MPa D 315x17,9mm | m | 14.42 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1671611875 |
| | VV | | 14*1,03 | | 14.42 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 139 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0072 | 0.0864 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 2094958578 |
| 140 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1372062448 |
| 141 | M | 28615234R315 | Tvarovka na tupo PE 100 SDR17 záslepka dn 315 | ks | 2 | | 0 | | | | základní | | 0 | 0.0065 | 0.013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -642355295 |
| 142 | M | 28614836 | koleno 90° SDR17 PE 100 PN10 D 315mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0151 | 0.0604 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1103907961 |
| 143 | M | 28653159 | nákružek lemový PE 100 SDR17 315mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00547 | 0.01094 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -252356002 |
| 144 | K | 23025R006300 | Odpoj nebo propoj STL plynovodu DN 300 nebo dn315 uzavřením nebo otevřením uzávěru | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1966922099 |
| 145 | K | 230205000R315 | Demontáž bypassu d315 | soubor | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -308135114 |
| | D | 50 | Demontáže | | | | 0 | | | | | | 0 | | 0.14447672 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 146 | K | 230081298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti do 10 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00019 | 0.00076 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -514252980 |
| 147 | K | 230201118 | Montáž plynovodních trubních dílů ocelových přivařovacích Ø přes 89 do 114,3, tl. stěny 4,5 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00018 | 0.00036 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1633437385 |
| 148 | M | 55283842 | dno klenuté S235JR PN16 108x4mm DN 100 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -159408643 |
| 149 | K | 230082353 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 324, tl. 8,0 mm | kus | 11 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00047 | 0.00517 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1112911814 |
| 150 | K | 230201144 | Montáž plynovodních trubních dílů ocelových přivařovacích Ø přes 273 do 324,6 tl. stěny 8 mm | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00148 | 0.01184 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 101131704 |
| 151 | M | 55283870 | dno klenuté S235JR PN16 324x7mm DN 300 | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.009 | 0.072 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2120804932 |
| 152 | K | 230082385 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -765577764 |
| 153 | K | 230800R225 | Demontáž potrubí PE pro další použití d 225 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1619905611 |
| 154 | K | 230205427 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 225, tl. stěny 20,5 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1203013022 |
| 155 | M | 28614593 | elektrozáslepka SDR11 PE 100 PN16 D 225mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0045 | 0.009 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1854882633 |
| 156 | K | 230082067 | Demontáž ocelového potrubí do šrotu hmotnosti přes 10 do 50 kg připojovací rozměr Ø 108, tl. 4,5 mm | kus | 26.667 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00016 | 0.004266720000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1317501239 |
| | VV | | 40/1,5 | | 26.667 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 157 | K | 230082122 | Demontáž ocelového potrubí do šrotu hmotnosti přes 10 do 50 kg připojovací rozměr Ø 324, tl. 8,0 mm | kus | 10 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00018 | 0.0018000000000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192580458 |
| | VV | | 10 | | 10 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 158 | K | 230083154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 50 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 30 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0195 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1855685918 |
| | VV | | 45/1,5 | | 30 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 159 | K | 230084154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 250 do 1000 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00096 | 0.0048000000000000004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1558447745 |
| | VV | | 5"kapaáky, šoupata, izolační spoj | | 5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 160 | K | 230086143 | Demontáž plastového potrubí dn přes 110 do 225 mm | m | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 555911042 |
| 161 | K | 230208513 | Odplynění a inertizace ocelového potrubí DN do 100 mm | m | 65 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00001 | 0.0006500000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2103408193 |
| 162 | K | 230208516 | Odplynění a inertizace ocelového potrubí DN přes 300 mm | m | 391 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00003 | 0.01173 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -950810907 |
| | VV | | 346"DN300 | | 346 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 45"DN500 | | 45 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 391 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 60 | Ostatní náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 163 | K | 230230018 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 100 | m | 46.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 884530976 |
| | VV | | 35,8"plynovod PE dn110 | | 35.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 11"mimochod PE dn90 | | 11 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 46.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 164 | K | 230230023 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 300 | m | 14 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -528323969 |
| | VV | | 14"mimochod PE dn315 | | 14 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 165 | K | 230230026 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 500 | m | 60.9 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1698877436 |
| | VV | | 60,9"plynovod PE dn560 | | 60.9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 166 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 121.7 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1591708314 |
| | VV | | 46,8+14,0+60,9 | | 121.7 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 167 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 5.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 881046714 |
| 168 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 5.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 968030255 |
| 169 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 5.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -223508788 |
## C - APKO + EPD
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {d9ba16ad-9ca4-4f07-9144-d81962beb76c} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - APKO + EPD | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - APKO + EPD | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 5 - Komunikace pozemní | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 8 - Vedení trubní dálková a přípojná | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 9 - Ostatní konstrukce a práce, bourání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | PSV - Práce a dodávky PSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 741 - Elektroinstalace - silnoproud | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | M - Práce a dodávky M | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 21-M - Elektromontáže | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 23-M - Montáže potrubí | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | D - Ostatní | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - APKO + EPD | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 3.1973959999999995 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 2.8244359999999995 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 5 | Komunikace pozemní | | | | 0 | | | | | | 0 | | 1.5004499999999998 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 575191111 | Vsypný makadam VM z kameniva hrubého drceného s rozprostřením, se vsypem z kameniva drceného obaleného asfaltem, po zhutnění tl. 100 mm | m2 | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.215 | 0.645 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2123849365 |
| | VV | | 3 | | 3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 596841220 | Kladení dlažby z betonových nebo kameninových dlaždic komunikací pro pěší s vyplněním spár a se smetením přebytečného materiálu na vzdálenost do 3 m s ložem z cementové malty tl. do 30 mm velikosti dlaždic přes 0,09 m2 do 0,25 m2, pro plochy do 50 m2 | m2 | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.1461 | 0.4383 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 567763958 |
| 3 | M | 59245320 | dlažba chodníková betonová 400x400mm tl 50mm přírodní | m2 | 3.09 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.135 | 0.41715 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1265129835 |
| | VV | | 3 | | 3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,03 "Přepočtené koeficientem množství | | 3.09 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 8 | Vedení trubní dálková a přípojná | | | | 0 | | | | | | 0 | | 0.0207 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 4 | K | 899722113 | Krytí kabelů z plastů výstražnou fólií z PVC 34cm | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00009 | 0.0207 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1658825486 |
| | D | 9 | Ostatní konstrukce a práce, bourání | | | | 0 | | | | | | 0 | | 1.303286 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 5 | K | 916231113 | Osazení chodníkového obrubníku betonového se zřízením lože, s vyplněním a zatřením spár cementovou maltou ležatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 5.6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.18292 | 1.024352 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -133550461 |
| 6 | M | 59217036 | obrubník parkový betonový 500x80x250mm přírodní | m | 5.768 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.048 | 0.276864 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 833958139 |
| | VV | | 5,6 | | 5.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 5,6*1,03 "Přepočtené koeficientem množství | | 5.768 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 919726123 | Geotextilie netkaná pro ochranu, separaci nebo filtraci měrná hmotnost přes 300 do 500 g/m2 | m2 | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00069 | 0.00207 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2091810153 |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 8 | K | 998272201 | Přesun hmot pro trubní vedení z ocelových trub svařovaných otevřený výkop | t | 2.179 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 721957620 |
| | D | PSV | Práce a dodávky PSV | | | | 0 | | | | | | 0 | | 0.1449 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 2 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 741 | Elektroinstalace - silnoproud | | | | 0 | | | | | | 0 | | 0.1449 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 2 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 9 | K | 741110313 | Montáž trubek ochranných s nasunutím nebo našroubováním do krabic plastových tuhých, uložených volně, vnitřní Ø přes 90 do 133 mm | m | 210 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 16 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1490500549 |
| 10 | M | 34571355 | trubka elektroinstalační ohebná dvouplášťová korugovaná HDPE (chránička) D 93/110mm | m | 210 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00069 | 0.1449 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 32 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -781829243 |
| 11 | K | 741231021 | Montáž svorkovnic do rozváděčů s popisnými štítky se zapojením vodičů na jedné straně nízkonapěťových | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 16 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1744762092 |
| 12 | M | mat.01 | svorkovnice pro EPD | ks | 3 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 32 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | 1067838041 |
| | D | M | Práce a dodávky M | | | | 0 | | | | | | 0 | | 0.22806 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 21-M | Elektromontáže | | | | 0 | | | | | | 0 | | 0.2277 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 13 | K | 210100171 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 2x4 mm2 | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1673447333 |
| 14 | K | 210100173 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 3x4 mm2 | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1641403740 |
| 15 | K | 210100251 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 4x10 mm2 | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -192926991 |
| 16 | M | mat.02 | Smršťovací záklopka 2x4mm2 | ks | 6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1602059335 |
| 17 | M | mat.03 | Smršťovací záklopka 3x2,5mm2 | ks | 6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1989249522 |
| 18 | M | mat.04 | Smršťovací záklopka 4x10mm2 | ks | 6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -379458783 |
| 19 | K | 210280002 | Zkoušky a prohlídky el rozvodů a zařízení celková prohlídka pro objem montážních prací přes 100 do 500 tis Kč | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2394456 |
| 20 | K | 210812001 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 2x1,5 až 6 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -508986118 |
| 21 | M | 34111012 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 2x4mm2 | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00018 | 0.0414 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 707958069 |
| | VV | | 200*1,15 "Přepočtené koeficientem množství | | 230 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | K | 210812011 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 3x1,5 až 6 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1213683191 |
| 23 | M | 34111036 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 3x2,5mm2 | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00017 | 0.0391 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2130315661 |
| 24 | K | 210812033 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 4x6 až 10 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1702022915 |
| 25 | M | 34111076 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 4x10mm2 | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00064 | 0.14720000000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1626511803 |
| 26 | K | 210950202 | Příplatek na zatahování kabelů hmotnosti do 2 kg do tvárnicových tras a kolektorů | m | 690 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192684957 |
| | VV | | 230*3 | | 690 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | K | mont.01 | Ostatní drobný instalační materiál (svorka zemnícího pásku, štítky, spojovací materiál apod.) | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 311409401 |
| 28 | K | mont.02 | Aluminotermické navaření kabelu, vč. patrony syst. Cadweld | kus | 26 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2047115691 |
| | VV | | 18+8 | | 26 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 23-M | Montáže potrubí | | | | 0 | | | | | | 0 | | 0.00036 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 29 | K | 230250038 | Montáž snímací elektrody MS 100 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1127264755 |
| 30 | M | mat.06 | Sonda měřící MS110 | ks | 4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2037168961 |
| 31 | K | 2302500R1 | Montáž prefabrikovaného základu MTO | kus | 1 | | 0 | | | | základní | | 0 | 0.00036 | 0.00036 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1068475396 |
| 32 | M | mat.05 | prefabrikovaný základ MTO | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1687135300 |
| 33 | K | mont.03 | D+M spojovacího materiálu MTO | kus | 4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1186740981 |
| | D | D | Ostatní | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 34 | K | ost-1 | Mimostaveništní doprava materiálu a osob | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2055384529 |
| 35 | K | ost-2 | Nastavení EPD na nové provozní podmínky a koordinace s PPD | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -469325587 |
| 36 | K | ost-3 | Monitoring související s nastavením EPD na nové provozní podmínky (á 24 hod) | ks | 10 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1542010219 |
| 37 | K | ost-4 | Geodetické zaměření | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1926651455 |
| 38 | K | ost-5 | Revize, předání stavby | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1309044621 |
## ON - Ostatní náklady
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {8a83d0fb-0291-4f7e-8206-ec94ced534cb} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | ON - Ostatní náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | ON - Ostatní náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 800 - Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | ON - Ostatní náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 800 | Ostatní náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 800100100r | Zajištění dopravně inženýrského rozhodnutí + případného prodloužení VP + případné prodloužení Smlouvy o výpůjčce | soubor | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1301791177 |
| 2 | K | 945211222R | Demontáž stávající ocelové lávky včetně betonových základů bude provedena po předchozím odpojení a odstranění potrubního vedení. Konstrukce bude postupně rozebrána na jednotlivé části za využití autojeřábu a řezací techniky. Demontované prvky budou odvezeny k likvidaci. Práce budou prováděny s ohledem na ochranu vodního toku a okolního prostředí. | soubor | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1521695065 |
| 3 | K | OST06 | Zkoušky hutnění - celá stavba | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 512 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 512 | -957562187 |
| 4 | K | 072130001r | Zpracování povodňového plánu | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1104167173 |
| 5 | K | 012164000r | Vytyčení a zaměření inženýrských sítí | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1464277738 |
| 6 | K | 013244000r | Náklady na dopracování realizační projektové dokumentace | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -148695209 |
| 7 | K | 013254000r | Dokumentace skutečného provedení stavby | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 735216684 |
| 8 | K | 034303000r | Náklady na dopravní značení po dobu stavby | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 1375363855 |
| 9 | K | 045203000r | Kompletační činnost | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -670607032 |
| 10 | K | 049002000r | Hlavní tituly průvodních činností a nákladů inženýrská činnost ostatní inženýrská činnost | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 16 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | 493666298 |
## VRN - Vedlejší rozpočtové...
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {d99ea516-edac-4fed-82e2-db07e38c511d} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | VRN - Vedlejší rozpočtové náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | VRN - Vedlejší rozpočtové náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | VRN - Vedlejší rozpočtové náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | VRN3 - Zařízení staveniště | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | VRN6 - Územní vlivy | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | VRN7 - Provozní vlivy | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | VRN - Vedlejší rozpočtové náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | VRN | Vedlejší rozpočtové náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 5 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | VRN3 | Zařízení staveniště | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 5 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 030001000 | Zařízení staveniště | % | | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1680280186 |
| | D | VRN6 | Územní vlivy | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 5 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 2 | K | 060001000 | Územní vlivy | % | | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 973726701 |
| | D | VRN7 | Provozní vlivy | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 5 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 3 | K | 070001000 | Provozní vlivy | % | | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 210849227 |
| Export Komplet | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2.0 | ZAMOK | | | | | | | | | | | | | | | | | | False | False | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | 21 | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | 12 | | | | | | | | | | | | | | | | | | | |
| | | | REKAPITULACE STAVBY | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | Návod na vyplnění | | | | | | | | | | | | | | 0,001 | | | | | | | | | | | | | | | | | | | | |
| | | | Kód: | | | | | | | 1057 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Měnit lze pouze buňky se žlutým podbarvením\! 1) na prvním listu Rekapitulace stavby vyplňte v sestavě a) Souhrnný list - údaje o Uchazeči (přenesou se do ostatních sestav i v jiných listech) b) Rekapitulace objektů - potřebné Ostatní náklady 2) na vybraných listech vyplňte v sestavě a) Krycí list - údaje o Uchazeči, pokud se liší od údajů o Uchazeči na Souhrnném listu (údaje se přenesou do ostatních sestav v daném listu) b) Rekapitulace rozpočtu - potřebné Ostatní náklady c) Celkové náklady za stavbu - ceny u položek - množství, pokud má žluté podbarvení - a v případě potřeby poznámku (ta je ve skrytém sloupci) | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | Stavba: | | | | | | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | KSO: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | Místo: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Datum: | | | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | Zadavatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | Uchazeč: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | IČ: | | | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | DIČ: | | | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | | |
| | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | True | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0,01 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | Soupis prací je sestaven s využitím Cenové soustavy ÚRS. Položky, které pochází z této cenové soustavy, jsou ve sloupci 'Cenová soustava' označeny popisem 'CS ÚRS' a úrovní příslušného kalendářního pololetí. Veškeré další informace vymezující popis a podmínky použití těchto položek z Cenové soustavy, které nejsou uvedeny přímo v soupisu prací, jsou neomezeně dálkově k dispozici na webu podminky.urs.cz. | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Cena bez DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | Sazba daně | | | | | | | | | | | Základ daně | | | | | | | | | | | | | | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | DPH | | základní | | | | | | 0.21 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | snížená | | | | | | 0.12 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | zákl. přenesená | | | | | | 0.21 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | sníž. přenesená | | | | | | 0.12 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | nulová | | | | | | 0 | | | | | | | | | | | 0 | | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Cena s DPH | | | | | | | | | | | | | | | | v | | | | CZK | | | | | | | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Projektant | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Datum a podpis: | | | | | | | | | | | | | | | | | | Razítko | | | | | | | | | | | | Datum a podpis: | | | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Objednavatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Datum a podpis: | | | | | | | | | | | | | | | | | | Razítko | | | | | | | | | | | | Datum a podpis: | | | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | REKAPITULACE OBJEKTŮ STAVBY A SOUPISŮ PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | Kód: | | | | | | | | | 1057 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Stavba: | | | | | | | | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | Místo: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Datum: | | | | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | Zadavatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Projektant: | | | | | | | | | | Informatívní údaje z listů zakázek | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Uchazeč: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | Kód | | | | | | Popis | | | | | | | | | | | | | | | | | | | | | | | | Cena bez DPH [CZK] | | | | | | | Cena s DPH [CZK] | | | Typ | | z toho Ostat. náklady [CZK] | DPH [CZK] | Normohodiny [h] | DPH základní [CZK] | DPH snížená [CZK] | DPH základní přenesená [CZK] | DPH snížená přenesená [CZK] | Základna DPH základní | Základna DPH snížená | Základna DPH zákl. přenesená | Základna DPH sníž. přenesená | Základna DPH nulová | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Náklady z rozpočtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | D | 0 | \#\#\#NOIMPORT\#\#\# | IMPORT | {0abaf246-03dc-4573-a3b7-59cef5a05457} | {00000000-0000-0000-0000-000000000000} | | | | | | | | | | | | | | | |
| / | | | SO 001 | | | | | | Stavební jámy | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {3e341aa2-4360-4a45-a94c-e7319292c864} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | SO 101 | | | | | | Obnova dotčených povrchů | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {34e83eee-9bb1-43e4-bf16-a7ab0cc90a42} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | SO 301 | | | | | | Přeložka vodovodu DN 500 | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {3d8461ba-09a5-4fdd-ac29-8eb06d9bd73d} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | SO 301.1 | | | | | | Přeložka přípojky d63 | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {04ec0d71-a4b3-4163-bc12-2fcebfff1b28} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | SO 302 | | | | | | Přeložka vodovodu DN 150 | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {513491a1-b301-44d7-be25-1de872a94055} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| | | | SO 501.1 | | | | | | STL 1 | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | D | 1 | \#\#\#NOIMPORT\#\#\# | IMPORT | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 0 |
| / | | | | A | | | | | | Stavební práce | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {26d16e7d-173f-4e50-919f-f1fbfbc4d3bf} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | | | | | | | | | | | | | | | |
| / | | | | B | | | | | | Plynovody | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {efcb3499-2a3c-4ccd-8cfd-db7653b6819b} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | | | | | | | | | | | | | | | |
| / | | | | C | | | | | | Přípojky | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {04569ffc-c761-4f5d-b0c4-7001b173fbed} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | | | | | | | | | | | | | | | |
| | | | SO 501.2, SO 502 | | | | | | STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | D | 1 | \#\#\#NOIMPORT\#\#\# | IMPORT | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 0 |
| / | | | | A | | | | | | Stavební práce | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {5fe693ac-1ee4-4a00-82f0-623f2b0cb36b} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | | | | | | | | | | | | | | | |
| / | | | | B | | | | | | Plynovody | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {662374dc-cdb0-42c3-b370-6ca9e00175be} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | | | | | | | | | | | | | | | |
| / | | | | C | | | | | | APKO + EPD | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | Soupis | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 2 | | IMPORT | {d9ba16ad-9ca4-4f07-9144-d81962beb76c} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | | | | | | | | | | | | | | | |
| / | | | ON | | | | | | Ostatní náklady | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {8a83d0fb-0291-4f7e-8206-ec94ced534cb} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| / | | | VRN | | | | | | Vedlejší rozpočtové náklady | | | | | | | | | | | | | | | | | | | | | | | 0 | | | | | | | 0 | | | STA | | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | 1 | | IMPORT | {d99ea516-edac-4fed-82e2-db07e38c511d} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | | | | | | | | | | | | | | | 2 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {3e341aa2-4360-4a45-a94c-e7319292c864} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 001 - Stavební jámy | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 001 - Stavební jámy | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 2 - Zakládání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 997 - Doprava suti a vybouraných hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 001 - Stavební jámy | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 339.87018174 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 339.87018174 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 112.80220898000002 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 115101200R | Čerpání vody na dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | | 0 | | | | základní | | 0 | 0.00004 | 0.00004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -844565888 |
| | VV | | Hloubení zapazených jam | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Čerpání podzemní vody z výkopu | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "1 x komplet" 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 115101302R | Pohotovost záložní čerpací soupravy pro dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 371350857 |
| | VV | | Hloubení zapazených jam | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Čerpání podzemní vody z výkopu | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "1 x komplet" 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 129951123 | Bourání konstrukcí v odkopávkách a prokopávkách strojně s přemístěním suti na hromady na vzdálenost do 20 m nebo s naložením na dopravní prostředek z betonu železového nebo předpjatého | m3 | 13.12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -102256817 |
| | VV | | 0,2*(2,8*4+2,8*8+4*8)"ŽB deska" | | 13.12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 131151204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 1 a 2 přes 100 do 500 m3 | m3 | 43.924 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1239412861 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,05"přepočtené koef.množství | | 43.924 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 131251204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 395.312 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 259051534 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,45"přepočtené koef.množství | | 395.312 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 131351204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 100 do 500 m3 | m3 | 263.542 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 745192089 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,3"přepočtené koef.množství | | 263.542 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 131451204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 5 přes 100 do 500 m3 | m3 | 175.694 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1132236008 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,2"přepočtené koef.množství | | 175.694 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 153112111 | Zřízení beraněných stěn z ocelových štětovnic z terénu nastražení štětovnic ve standardních podmínkách, délky do 10 m | m2 | 247.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00015 | 0.037079999999999995 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1118818696 |
| | VV | | Hloubení zapažených jam: Jímka 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 1 " 2*(8,4+3,6)*(10+0,3) | | 247.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 247.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 153112112 | Zřízení beraněných stěn z ocelových štětovnic z terénu nastražení štětovnic ve standardních podmínkách, délky přes 10 m | m2 | 1091.04 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00015 | 0.16365599999999997 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2034379951 |
| | VV | | Hloubení zapažených jam: Jímky 2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 2*(4,8+3,6)*(12+0,3) | | 206.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3a" 2*(3+8,4)*(13+0,3) | | 303.24 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b" 2*(4,2+8,4)*(12+0,3) | | 309.96 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 4" 2*(8,4+3,6)*(11+0,3) | | 271.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1091.04 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 153112123 | Zřízení beraněných stěn z ocelových štětovnic z terénu zaberanění štětovnic ve standardních podmínkách, délky do 12 m | m2 | 1008 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 150907849 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 1 " 2*(8,4+3,6)*10 | | 240 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 2*(4,8+3,6)*12 | | 201.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b" 2*(4,2+8,4)*12 | | 302.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 4" 2*(8,4+3,6)*11 | | 264 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 153112124 | Zřízení beraněných stěn z ocelových štětovnic z terénu zaberanění štětovnic ve standardních podmínkách, délky do 16 m | m2 | 296.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1316922367 |
| | VV | | Hloubení zapažených jam: Jímky 3a | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3a" 2*(3+8,4)*13 | | 296.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 296.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | M | 15920311R | štětovnice ocelová VL 604 | t | 99.266 | | 0 | | | | základní | | 0 | 1 | 99.266 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -772622999 |
| | VV | | "štětovnice VL604 -0,1218t/m2" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (247,2+1091,04)*0,1218 | | 162.998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 162.998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "15 % trvalé"162,998*0,15 | | 24.45 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "54 % obratovost"162,998*0,85*0,54 | | 74.816 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 99.266 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 153113113 | Vytažení stěn z ocelových štětovnic zaberaněných z terénu délky do 12 m ve standardních podmínkách, zaberaněných na hloubku do 12 m | m2 | 1008 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 243046256 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 1 " 2*(8,4+3,6)*10 | | 240 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 2*(4,8+3,6)*12 | | 201.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b" 2*(4,2+8,4)*12 | | 302.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 4" 2*(8,4+3,6)*11 | | 264 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 153113141 | Vytažení stěn z ocelových štětovnic zaberaněných z terénu délky přes 12 m ve standardních podmínkách, zaberaněných na hloubku do 12 m | m2 | 296.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -875114449 |
| | VV | | Hloubení zapažených jam: Jímky 3a | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3a" 2*(3+8,4)*13 | | 296.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 296.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | K | 153116112 | Kleštiny nebo převázky pro hradící stěny beraněné, nasazené, tabulové z oceli jakéhokoliv druhu z terénu montáž | t | 24.402 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00577 | 0.14079954 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 719029321 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | | 1.857 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | | 0.563 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | | 1.553 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | | 2.111 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | | 2.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | | 3.352 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8*92,086/1000 | | 0.737 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | | 0.991 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | | 2.741 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | | 3.182 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8*92,086/1000 | | 0.737 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | | 0.991 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | | 2.16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | | 0.563 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 24.401999999999997 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | M | 13010760 | ocel profilová jakost S235JR (11 375) průřez IPE 300 | t | 1.003 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 1.003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 658553038 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | | 1.857 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,857*0,54"přepočtené koeficientem množství" | | 1.003 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | M | 13010762 | ocel profilová jakost S235JR (11 375) průřez IPE 330 | t | 1.166 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 1.166 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1455974048 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | | 2.16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,16*0,54"přepočtené koeficientem množství" | | 1.166 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 18 | M | 13011016 | ocel profilová jakost S235JR (11 375) průřez IPE 360 | t | 2.319 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 2.319 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -21665947 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | | 1.553 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | | 2.741 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 4.2940000000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,294*0,54"přepočtené koeficientem množství" | | 2.319 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | M | 13011017 | ocel profilová jakost S235JR (11 375) průřez IPE 400 | t | 3.265 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 3.265 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -680708258 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | | 2.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | | 3.182 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 6.045999999999999 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 6,046*0,54"přepočtené koeficientem množství" | | 3.265 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | M | 13011018R | ocel profilová jakost S235JR (11 375) průřez IPE 450 | t | 2.95 | | 0 | | | | základní | | 0 | 1 | 2.95 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1215003289 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | | 2.111 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | | 3.352 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 5.463 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 5,463*0,54"přepočtené koeficientem množství" | | 2.95 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | M | 55283928R | trubka ocelová bezešvá hladká jakost 11 353 194x16,0mm | m | 8.64 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.07042 | 0.6084288 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1721192030 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 16*0,54"přepočtené koeficientem množství" | | 8.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 14011108R | trubka ocelová bezešvá hladká jakost 11 353 245x16,0mm | m | 8.64 | | 0 | | | | základní | | 0 | 0.09208 | 0.7955712 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 804675136 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 16*0,54"přepočtené koeficientem množství" | | 8.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | M | 14011112R | trubka ocelová bezešvá hladká jakost 11 353 324x16,0mm | m | 8.64 | | 0 | | | | základní | | 0 | 0.12385 | 1.0700640000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2110488742 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 16*0,54"přepočtené koeficientem množství" | | 8.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 153116113 | Kleštiny nebo převázky pro hradící stěny beraněné, nasazené, tabulové z oceli jakéhokoliv druhu z terénu demontáž | t | 24.402 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00072 | 0.017569440000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -486718515 |
| | VV | | Stavební jámy-zapažení | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | | 1.857 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | | 0.563 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | | 1.553 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | | 2.111 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | | 2.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | | 3.352 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8*92,086/1000 | | 0.737 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | | 0.991 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | | 2.741 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | | 3.182 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8*92,086/1000 | | 0.737 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | | 0.991 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | | 2.16 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | | 0.563 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 24.401999999999997 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 161151104 | Svislé přemístění výkopku strojně bez naložení do dopravní nádoby avšak s vyprázdněním dopravní nádoby na hromadu nebo do dopravního prostředku z horniny třídy těžitelnosti I skupiny 1 až 3 při hloubce výkopu přes 8 do 12 m | m3 | 307.465 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -955294816 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15)*0,5 | | 69.552 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15)*0,5 | | 63.504 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15)*0,5 | | 101.43 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15)*0,5 | | 120.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15)*0,5 | | 83.916 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 439.23600000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn: dle pravidel ÚRS/ceník 800-1/příl.5: tabulka pro určení podílu svislého přemístění | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 439,236*0,7"přepočtené koef.množství | | 307.465 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 26 | K | 161151114 | Svislé přemístění výkopku strojně bez naložení do dopravní nádoby avšak s vyprázdněním dopravní nádoby na hromadu nebo do dopravního prostředku z horniny třídy těžitelnosti II skupiny 4 a 5 při hloubce výkopu přes 8 do 12 m | m3 | 307.465 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1691565906 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15)*0,5 | | 69.552 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15)*0,5 | | 63.504 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15)*0,5 | | 101.43 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15)*0,5 | | 120.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15)*0,5 | | 83.916 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 439.23600000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn: dle pravidel ÚRS/ceník 800-1/příl.5: tabulka pro určení podílu svislého přemístění | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 439,236*0,7"přepočtené koef.množství | | 307.465 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 1003.016 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 618897734 |
| | VV | | 1003,016"zásyp" | | 1003.016 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 634.704 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1905458797 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,5"přepočtené koef.množství | | 439.236 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | likvidace výkopku ze zemních vrtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 195,468 | | 195.468 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | součet | | 634.704 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 6347.04 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 757361036 |
| | VV | | 634,704*10 | | 6347.04 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 634.704 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1225748567 |
| | VV | | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | | 139.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | | 127.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | | 202.86 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | | 241.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | | 167.832 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 878.4720000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 878,472*0,5"přepočtené koef.množství | | 439.236 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | likvidace výkopku ze zemních vrtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 195,468 | | 195.468 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | součet | | 634.704 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 6347.04 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2104723312 |
| | VV | | 634,704*10 | | 6347.04 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 32 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 195.468 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2085906150 |
| | VV | | likvidace výkopku ze zemních vrtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | naložení pro odvoz na skládku-cca 2/3 objemu se nachází mimo započítaný objem jímek | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | předvrtávky DN 880 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 - 24 vrt, hl. 12 m" 24*12*3,14*0,44*0,44*0,85*0,666*0,5 | | 49.555 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a - 32 vrt, hl. 13 m" 32*13*3,14*0,44*0,44*0,85*0,666*0,5 | | 71.58 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b - 36 vrt, hl. 12 m"36*12 *3,14*0,44*0,44*0,85*0,666*0,5 | | 74.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 195.468 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | K | 167151101.1 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 1003.016 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 583570582 |
| | VV | | 1003,016"zásyp" | | 1003.016 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | K | 167151102 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti II, skupiny 4 a 5 | m3 | 195.468 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 576724728 |
| | VV | | likvidace výkopku ze zemních vrtů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | naložení pro odvoz na skládku-cca 2/3 objemu se nachází mimo započítaný objem jímek | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | předvrtávky DN 880 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 - 24 vrt, hl. 12 m" 24*12*3,14*0,44*0,44*0,85*0,666*0,5 | | 49.555 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a - 32 vrt, hl. 13 m" 32*13*3,14*0,44*0,44*0,85*0,666*0,5 | | 71.58 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b - 36 vrt, hl. 12 m"36*12 *3,14*0,44*0,44*0,85*0,666*0,5 | | 74.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 195.468 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | K | 997013873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 2538.816 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1308942696 |
| | VV | | 2*634,704*2 | | 2538.816 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn.: zvodněla zemina nebude vhodná ke zpětnému zásypu a uvažujeme jí odvážet rovnou na skládku | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn.: kašovité zeminy - tonáž 2,0 t/m3 dle tab."Objemové hmotnosti vybraných materiálů"-část 1B zeminy | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 1003.016 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1265353876 |
| | VV | | 43,924+395,312+263,542+2*87,847"hloubení jam" | | 878.472 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 195,468+156,374+39,094"zemina z vrtů" | | 390.936 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -251,001/1,1"jílocement" | | -228.183 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -1,6*1,6*0,2"betonová deska pod ČŠ" | | -0.512 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -3,14*0,56*0,56*7"ČŠ" | | -6.893 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -0,384-1,7*0,1*(6,4+8+4,8)"lože pod potrubí v rámci jam" | | -3.648 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -1,7*(0,532+0,3)*(6,4+8+4,8)"obsyp potrubí DN 500 v rámci jam" | | -27.156 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1003.0160000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | M | 58331200 | štěrkopísek netříděný | t | 2060.295 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -509111494 |
| | VV | | 1,23*1,67*1003,016 | | 2060.295 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 2 | Zakládání | | | | 0 | | | | | | 0 | | 193.14240863999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 38 | K | 226213312 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. II | m | 56.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00016 | 0.009088 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -597133727 |
| | VV | | "předvrty DN880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*12 | | 288 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*13 | | 416 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*12 | | 432 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1136 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1136*0,05"přepočtené koef.množství" | | 56.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | K | 226213313 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. III | m | 511.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00017 | 0.08690400000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 4775906 |
| | VV | | "předvrty DN 880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*12 | | 288 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*13 | | 416 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*12 | | 432 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1136 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1136*0,45"přepočtené koef.množství | | 511.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 40 | K | 226213314 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. IV | m | 340.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00019 | 0.064752 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1590226437 |
| | VV | | "předvrty DN 880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*12 | | 288 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*13 | | 416 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*12 | | 432 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1136 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1136*0,3"přepočtené koef.množství | | 340.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 41 | K | 226213315 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. V | m | 227.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00023 | 0.052256 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -352433699 |
| | VV | | "předvrty DN 880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*12 | | 288 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*13 | | 416 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*12 | | 432 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1136 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pozn. rozděleno zatřídení hornin takto: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 1-2 = 5% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 3 = 45% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 4 = 30% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | hor. tř. 5 = 20% | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1136*0,2"přepočtené koef.množství | | 227.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 42 | K | 261121911 | Samotuhnoucí jílocementová výplň podzemní stěny doplnění samotuhnoucí jílocementové výplně | m3 | 251.001 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.76864 | 192.92940864 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1431930130 |
| | VV | | "vsakovací ztráty 10%" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "předvrty DN880 u jímek J2 a J3" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 2 " 24*1,1*3,14*0,44*0,44*4,5*0,85 | | 61.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímky 3a" 32*1,1*3,14*0,44*0,44*4,8*0,85 | | 87.305 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "jímka 3b"36*1,1*3,14*0,44*0,44*5*0,85 | | 102.31 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 251.001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 33.92556412 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 43 | K | 452321151 | Podkladní a zajišťovací konstrukce z betonu železového v otevřeném výkopu bez zvýšených nároků na prostředí desky pod potrubí, stoky a drobné objekty z betonu tř. C 20/25 | m3 | 13.12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.50187 | 32.8245344 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 189710525 |
| | VV | | jímky 2, 3a a 3b | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 0,2*(2,8*4+2,8*8+4*8) | | 13.12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 44 | K | 452368211 | Výztuž podkladních desek, bloků nebo pražců v otevřeném výkopu ze svařovaných sítí typu Kari | t | 1.036 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.06277 | 1.10102972 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 886527860 |
| | VV | | jímky 2, 3a a 3b, kari síť, oka 100/100, 8,0mm | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(2,8*4+2,8*8+4*8)*7,9/1000 | | 1.036 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 997 | Doprava suti a vybouraných hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 45 | K | 997221571 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost do 1 km | t | 31.488 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -619733323 |
| | VV | | 13,12*2,4"ŽB deska" | | 31.488 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 46 | K | 997221579 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 598.272 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -863685591 |
| | VV | | 31,488*19 | | 598.272 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 47 | K | 997221612 | Nakládání na dopravní prostředky pro vodorovnou dopravu vybouraných hmot | t | 31.488 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -482319261 |
| | VV | | 31,488 | | 31.488 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 48 | K | 997221862 | Poplatek za předání stavebního odpadu recyklačnímu zařízení z armovaného betonu zatříděného do Katalogu odpadů pod kódem 17 01 01 | t | 31.488 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 701074127 |
| | VV | | 31,488 | | 31.488 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 49 | K | 998003111 | Přesun hmot zvláštního zakládání pro piloty, kůly, jehly, zápory, štětové nebo tabulové stěny ocelové nebo dřevěné, zřizované z terénu | t | 339.87 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1777840769 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {34e83eee-9bb1-43e4-bf16-a7ab0cc90a42} | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 101 - Obnova dotčených povrchů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 101 - Obnova dotčených povrchů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 5 - Komunikace pozemní | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 9 - Ostatní konstrukce a práce, bourání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 997 - Doprava suti a vybouraných hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 101 - Obnova dotčených povrchů | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 407.07879271999997 | | 1443.6534 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 407.07879271999997 | | 1443.6534 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 0.07479 | | 1260.252 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 113106023 | Rozebrání dlažeb a dílců při překopech inženýrských sítí s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek ručně komunikací pro pěší s ložem z kameniva nebo živice a s výplní spár ze zámkové dlažby | m2 | 681.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.26 | 177.19 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 871713378 |
| | VV | | 681,5"výkaz výměr, DVZ,chodník" | | 681.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 113107112 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek z kameniva těženého, o tl. vrstvy přes 100 do 200 mm | m2 | 868 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.3 | 260.4 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1423454849 |
| | VV | | 713+155"výkaz výměr, DVZ" | | 868 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 113107130 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek z betonu prostého, o tl. vrstvy do 100 mm | m2 | 186.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.24 | 44.76 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 207587828 |
| | VV | | 155+31,5"výkaz výměr, DVZ, chodník LA" | | 186.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 113107141 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek živičných, o tl. vrstvy do 50 mm | m2 | 186.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.098 | 18.277 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 746755278 |
| | VV | | 155+31,5"výkaz výměr, DVZ, chodník" | | 186.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 113107144 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek živičných, o tl. vrstvy přes 150 do 200 mm | m2 | 19 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.45 | 8.55 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 474946406 |
| | VV | | 19"výkaz výměr, DVZ, vozovka podel obruby" | | 19 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 113107163 | Odstranění podkladů nebo krytů strojně plochy jednotlivě přes 50 m2 do 200 m2 s přemístěním hmot na skládku na vzdálenost do 20 m nebo s naložením na dopravní prostředek z kameniva hrubého drceného, o tl. vrstvy přes 200 do 300 mm | m2 | 395 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.44 | 173.8 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1393261773 |
| | VV | | 395"výkaz výměr, DVZ, vozovka" | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 113107172 | Odstranění podkladů nebo krytů strojně plochy jednotlivě přes 50 m2 do 200 m2 s přemístěním hmot na skládku na vzdálenost do 20 m nebo s naložením na dopravní prostředek z betonu prostého, o tl. vrstvy přes 150 do 300 mm | m2 | 395 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.625 | 246.875 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -165623543 |
| | VV | | 395"výkaz výměr, DVZ, vozovka" | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 113154512 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 40 mm | m2 | 907 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00001 | 0.00907 | 0.092 | 83.444 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1672692523 |
| | VV | | 907"výkaz výměr, DVZ, vozovka" | | 907 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 113154516 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 80 mm | m2 | 534 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00002 | 0.01068 | 0.184 | 98.256 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 371189153 |
| | VV | | 534"výkaz výměr, DVZ, vozovka" | | 534 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 113154518 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 100 mm | m2 | 464 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00003 | 0.01392 | 0.23 | 106.72 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1528048277 |
| | VV | | 464"výkaz výměr, DVZ, vozovka" | | 464 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 113201112 | Vytrhání obrub s vybouráním lože, s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek silničních ležatých | m | 130 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.29 | 37.699999999999996 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 70870244 |
| | VV | | 130"výkaz výměr, DVZ" | | 130 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 113204111 | Vytrhání obrub s vybouráním lože, s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek záhonových | m | 107 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.04 | 4.28 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1147793776 |
| | VV | | 96,5+4+6,5"výkaz výměr, DVZ" | | 107 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 121151113 | Sejmutí ornice strojně při souvislé ploše přes 100 do 500 m2, tl. vrstvy do 200 mm | m2 | 2056 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1527451529 |
| | VV | | 2056"výkaz výměr, DVZ, zeleň" | | 2056 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 616.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -497604349 |
| | VV | | 2*2056*0,15"výkaz výměr, DVZ, zeleň, na a z meziskládky " | | 616.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 308.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1604419662 |
| | VV | | 2056*0,15"výkaz výměr, DVZ, zeleň, z meziskládky " | | 308.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 181152302 | Úprava pláně na stavbách silnic a dálnic strojně v zářezech mimo skalních se zhutněním | m2 | 1108 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1686166494 |
| | VV | | 713"výkaz výměr, DVZ,chodník" | | 713 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 395"výkaz výměr, DVZ, vozovka " | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 1108 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | K | 181351103 | Rozprostření a urovnání ornice v rovině nebo ve svahu sklonu do 1:5 strojně při souvislé ploše přes 100 do 500 m2, tl. vrstvy do 200 mm | m2 | 2056 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2136369330 |
| | VV | | 2056"výkaz výměr, DVZ, zeleň" | | 2056 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 18 | K | 181411131 | Založení trávníku na půdě předem připravené plochy do 1000 m2 výsevem včetně utažení parkového v rovině nebo na svahu do 1:5 | m2 | 2056 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 845686291 |
| | VV | | 2056"výkaz výměr, DVZ, zeleň" | | 2056 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | M | 00572410 | osivo směs travní parková | kg | 41.12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.001 | 0.04112 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -434838283 |
| | VV | | 0,02*2056"výkaz výměr, DVZ, zeleň" | | 41.12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | K | 181951111 | Úprava pláně vyrovnáním výškových rozdílů strojně v hornině třídy těžitelnosti I, skupiny 1 až 3 bez zhutnění | m2 | 2056 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1291017472 |
| | VV | | 2056"výkaz výměr, DVZ, zeleň" | | 2056 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 185804312 | Zalití rostlin vodou plochy záhonů jednotlivě přes 20 m2 | m3 | 616.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2024684000 |
| | VV | | 30*0,01*2056"výkaz výměr, DVZ, zeleň ,30 dnů-10l/m2" | | 616.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 115.44896 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 22 | K | 451577877 | Podklad nebo lože pod dlažbu (přídlažbu) v ploše vodorovné nebo ve sklonu do 1:5, tloušťky od 30 do 100 mm ze štěrkopísku | m2 | 713 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.16192 | 115.44896 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1438564452 |
| | VV | | 713"výkaz výměr, DVZ, chodník" | | 713 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 5 | Komunikace pozemní | | | | 0 | | | | | | 0 | | 229.10983 | | 183.4014 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 23 | K | 564851111 | Podklad ze štěrkodrti ŠD s rozprostřením a zhutněním plochy přes 100 m2, po zhutnění tl. 150 mm | m2 | 868 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1932292357 |
| | VV | | 713+155"výkaz výměr, DVZ, chodník" | | 868 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 564871111 | Podklad ze štěrkodrti ŠD s rozprostřením a zhutněním plochy přes 100 m2, po zhutnění tl. 250 mm | m2 | 395 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1695258922 |
| | VV | | 395"výkaz výměr, DVZ, vozovka" | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 565176201 | Asfaltový beton vrstva podkladní ACP 22 z modifikovaného asfaltu s rozprostřením a zhutněním ACP 22 S v pruhu šířky do 1,5 m, po zhutnění tl. 100 mm | m2 | 464 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 657571387 |
| | VV | | 464"výkaz výměr, DVZ, vozovka" | | 464 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 26 | K | 567121109 | Podklad ze směsi stmelené cementem SC bez dilatačních spár, s rozprostřením a zhutněním SC C 3/4, po zhutnění tl. 100 mm | m2 | 155 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -301654804 |
| | VV | | 155"výkaz výměr, DVZ, chodník" | | 155 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | K | 567141111 | Podklad ze směsi stmelené cementem SC bez dilatačních spár, s rozprostřením a zhutněním SC C 3/4, po zhutnění tl. 210 mm | m2 | 395 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1555890342 |
| | VV | | 395"výkaz výměr, DVZ, vozovka" | | 395 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | K | 573231112r | Postřik živičný spojovací ze silniční emulze v množství 1,0 kg/m2 | m2 | 1441 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1413737234 |
| | VV | | 534+907"výkaz výměr, DVZ, vozovka" | | 1441 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | K | 576133211 | Asfaltový koberec mastixový SMA 11 z modifikovaného asfaltu s rozprostřením a se zhutněním SMA 11 S v pruhu šířky do 3 m, po zhutnění tl. 40 mm | m2 | 907 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 569952055 |
| | VV | | 907"výkaz výměr, DVZ, vozovka" | | 907 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 577176031 | Asfaltový beton vrstva ložní ACL 22 z modifikovaného asfaltu s rozprostřením a zhutněním ACL 22 S v pruhu šířky do 1,5 m, po zhutnění tl. 80 mm | m2 | 534 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 745752242 |
| | VV | | 534"výkaz výměr, DVZ, vozovka" | | 534 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | K | 578142115 | Litý asfalt MA 8 (LAJ) s rozprostřením z nemodifikovaného asfaltu v pruhu šířky do 3 m tl. 40 mm | m2 | 155 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1103752552 |
| | VV | | 155"výkaz výměr, DVZ, chodník" | | 155 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 32 | K | 578143133 | Litý asfalt MA 11 (LAS) s rozprostřením z modifikovaného asfaltu v pruhu šířky do 3 m tl. 40 mm | m2 | 38 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -543439667 |
| | VV | | 2*19"výkaz výměr, DVZ, podel obruby" | | 38 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | K | 596211120 | Kladení dlažby z betonových zámkových dlaždic komunikací pro pěší ručně s ložem z kameniva těženého nebo drceného tl. do 40 mm, s vyplněním spár s dvojitým hutněním, vibrováním a se smetením přebytečného materiálu na krajnici tl. 60 mm skupiny B, pro plochy do 50 m2 | m2 | 713 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.08922 | 63.613859999999995 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1466874852 |
| | VV | | 713"výkaz výměr, DVZ,chodník" | | 713 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 59245021r | dlažba skladebná betonová tl 60mm přírodní | m2 | 99.65 | | 0 | | | | základní | | 0 | 0.132 | 13.153800000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -925353265 |
| | VV | | 0,1*681,5+31,5"výkaz výměr, DVZ,chodník 10 % nové ZD" | | 99.65 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | M | 59245019r | dlažba pro nevidomé betonová tl 60mm přírodní | m2 | 13.63 | | 0 | | | | základní | | 0 | 0.131 | 1.7855300000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1483706528 |
| | VV | | 0,02*681,5"výkaz výměr, DVZ,chodník 2 % nové ZD" | | 13.63 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | M | 59245263r | dlažba skladebná betonová 60mm barevná | m2 | 54.52 | | 0 | | | | základní | | 0 | 0.132 | 7.19664 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 5449223 |
| | VV | | 0,08*681,5"výkaz výměr, DVZ,chodník 8 % nové ZD" | | 54.52 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | K | 460881411 | Kryt vozovek a chodníků z panelů silničních (materiál ve specifikaci) včetně úpravy podkladní pláně se štěrkovým ložem tl. do 5 cm | m2 | 420 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0835 | 35.07 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2059739138 |
| | VV | | 420"po dobu realizace" | | 420 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | M | 59381338 | panel silniční 3,00x2,00x0,215m | kus | 35 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 3.094 | 108.28999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1948114631 |
| | VV | | 420*0,5/6"obratovost 50%" | | 35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | K | 468011211 | Odstranění provizorní příjezdové komunikace z panelů silničních s ponecháním štěrkového lože | m2 | 420 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0.43667 | 183.4014 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2068162013 |
| | VV | | 420 | | 420 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 40 | K | 767211313r | Stávající schodiště bude rozebráno a obnoveno do výchozího stavu-počet stupňů, jejich výška a rozměry zůstanou zachovány. Podkladní deska z betonu C25/30-XF2, min. tl.150 mm, Bočnice budou provedeny z kamenných obrubníků OP I 320/240, stupně např. z betonových obrubníků 150/250, povrch schodiště z betonové dlažby tl. 60 mm -dočasná oprava do realizace developerského projektu. | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 16 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1803951450 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 9 | Ostatní konstrukce a práce, bourání | | | | 0 | | | | | | 0 | | 62.445212719999994 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 41 | K | 915111111 | Vodorovné dopravní značení stříkané barvou dělící čára šířky 125 mm souvislá bílá základní | m | 244 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0001 | 0.0244 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2132270222 |
| | VV | | 244"výkaz výměr, DVZ" | | 244 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 42 | K | 915131111 | Vodorovné dopravní značení stříkané barvou přechody pro chodce, šipky, symboly bílé základní | m2 | 15 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0012 | 0.018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -231228026 |
| | VV | | 15"výkaz výměr, DVZ" | | 15 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 43 | K | 915211111 | Vodorovné dopravní značení stříkaným plastem dělící čára šířky 125 mm souvislá bílá základní | m | 244 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0488 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1937702201 |
| | VV | | 244"výkaz výměr, DVZ" | | 244 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 44 | K | 915231111 | Vodorovné dopravní značení stříkaným plastem přechody pro chodce, šipky, symboly nápisy bílé základní | m2 | 15 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0016 | 0.024 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 254330741 |
| | VV | | 15"výkaz výměr, DVZ" | | 15 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 45 | K | 916231213 | Osazení chodníkového obrubníku betonového se zřízením lože, s vyplněním a zatřením spár cementovou maltou stojatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 107 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.14042 | 15.024939999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 747996535 |
| | VV | | 96,5+4+6,5"výkaz výměr, DVZ" | | 107 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 46 | M | 59217016 | obrubník betonový chodníkový 1000x80x250mm | m | 21.828 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.045 | 0.9822599999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 459928574 |
| | VV | | 107*0,2"20% nových" | | 21.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,4*1,02 "Přepočtené koeficientem množství | | 21.828 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 47 | K | 916241113 | Osazení obrubníku kamenného se zřízením lože, s vyplněním a zatřením spár cementovou maltou ležatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 130 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.18292 | 23.7796 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -18777995 |
| | VV | | 130"výkaz výměr, DVZ" | | 130 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 48 | M | 58380002 | obrubník kamenný žulový přímý 1000x320x240mm | m | 26.52 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.2 | 5.304 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1480371618 |
| | VV | | 130*0,2"20% nových" | | 26 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 26*1,02 "Přepočtené koeficientem množství | | 26.52 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 49 | K | 916991121 | Lože pod obrubníky, krajníky nebo obruby z dlažebních kostek z betonu prostého | m3 | 7.608 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.25634 | 17.16623472 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1141654219 |
| | VV | | 130*0,2*0,2 | | 5.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 107*0,15*0,15 | | 2.408 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 7.6080000000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 50 | K | 919112212 | Řezání dilatačních spár v živičném krytu vytvoření komůrky pro těsnící zálivku šířky 10 mm, hloubky 20 mm | m | 16.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 332872109 |
| | VV | | 16,8"výkaz výměr, DVZ, chodník" | | 16.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 51 | K | 919112222 | Řezání dilatačních spár v živičném krytu vytvoření komůrky pro těsnící zálivku šířky 15 mm, hloubky 25 mm | m | 781 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -781563715 |
| | VV | | 781"výkaz výměr, DVZ" | | 781 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 52 | K | 919121111 | Utěsnění dilatačních spár zálivkou za studena v cementobetonovém nebo živičném krytu včetně adhezního nátěru s těsnicím profilem pod zálivkou, pro komůrky šířky 10 mm, hloubky 20 mm | m | 16.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00016 | 0.0026880000000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2004239040 |
| | VV | | 16,8"výkaz výměr, DVZ, chodník" | | 16.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 53 | K | 919121121 | Utěsnění dilatačních spár zálivkou za studena v cementobetonovém nebo živičném krytu včetně adhezního nátěru s těsnicím profilem pod zálivkou, pro komůrky šířky 15 mm, hloubky 25 mm | m | 781 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00009 | 0.07029 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -240619734 |
| | VV | | 781"výkaz výměr, DVZ" | | 781 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 54 | K | 919735111 | Řezání stávajícího živičného krytu nebo podkladu hloubky do 50 mm | m | 19.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 630570400 |
| | VV | | 19,8"výkaz výměr, DVZ, chodník" | | 19.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 55 | K | 919735112 | Řezání stávajícího živičného krytu nebo podkladu hloubky přes 50 do 100 mm | m | 781 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -561161104 |
| | VV | | 781"výkaz výměr, DVZ" | | 781 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 56 | K | 979024442 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m obrubníků a krajníků, vybouraných z jakéhokoliv lože a s jakoukoliv výplní spár chodníkových | m | 107 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 610848722 |
| | VV | | 107"výkaz výměr, DVZ" | | 107 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 57 | K | 979024443 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m obrubníků a krajníků, vybouraných z jakéhokoliv lože a s jakoukoliv výplní spár silničních | m | 130 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1311784145 |
| | VV | | 130"výkaz výměr, DVZ" | | 130 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 58 | K | 979054451 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m zámkových dlaždic s vyplněním spár kamenivem | m2 | 681.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -219996021 |
| | VV | | 713-31,5"výkaz výměr, DVZ" | | 681.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 997 | Doprava suti a vybouraných hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 59 | K | 997221551 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním ze sypkých materiálů, na vzdálenost do 1 km | t | 722.62 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1270766836 |
| | VV | | 83,444+98,256+106,72"živice-fréza" | | 288.42 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 260,4+173,8"kamenivo" | | 434.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 722.62 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 60 | K | 997221559 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním ze sypkých materiálů, na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 13729.78 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1219381633 |
| | VV | | 722,62*19 | | 13729.78 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 61 | K | 997221561 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním z kusových materiálů, na vzdálenost do 1 km | t | 318.462 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1058908551 |
| | VV | | 18,277+8,55"živice - bourání" | | 26.827 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 44,76+246,875"podkl. beton" | | 291.635 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 318.462 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 62 | K | 997221569 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním z kusových materiálů, na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 6050.778 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1933159423 |
| | VV | | 318,462*19 | | 6050.778 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 63 | K | 997221571 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost do 1 km | t | 43.834 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2057165692 |
| | VV | | 0,2*177,19"20% ZD ma skládku" | | 35.438 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 0,2*(37,7+4,28)"20% obrub na skládku" | | 8.396 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 43.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 64 | K | 997221579 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 832.846 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 286141179 |
| | VV | | 43,834*19 | | 832.846 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 65 | K | 997221611 | Nakládání na dopravní prostředky pro vodorovnou dopravu suti | t | 1041.082 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1996509142 |
| | VV | | 722,62+318,462 | | 1041.082 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 66 | K | 997221612 | Nakládání na dopravní prostředky pro vodorovnou dopravu vybouraných hmot | t | 43.834 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 839503719 |
| | VV | | 43,834 | | 43.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 67 | K | 997221861 | Poplatek za předání stavebního odpadu recyklačnímu zařízení z prostého betonu zatříděného do Katalogu odpadů pod kódem 17 01 01 | t | 291.635 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1179231988 |
| | VV | | 44,76+246,875 | | 291.635 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 68 | K | 997221873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 434.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -234111461 |
| | VV | | 260,4+173,8 | | 434.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 69 | K | 997221875 | Poplatek za předání stavebního odpadu recyklačnímu zařízení asfaltového bez obsahu dehtu zatříděného do Katalogu odpadů pod kódem 17 03 02 | t | 315.247 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 454513986 |
| | VV | | 18,277+8,55+83,444+98,256+106,72 | | 315.247 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 70 | K | 469973116 | Poplatek za uložení stavebního odpadu (skládkovné) na skládce směsného stavebního a demoličního zatříděného do Katalogu odpadů pod kódem 17 09 04 | t | 43.834 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -820200651 |
| | VV | | 43,834 | | 43.834 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 71 | K | 998225111 | Přesun hmot pro komunikace s krytem z kameniva, monolitickým betonovým nebo živičným dopravní vzdálenost do 200 m jakékoliv délky objektu | t | 263.719 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -622761042 |
| 72 | K | 998225191 | Přesun hmot pro komunikace s krytem z kameniva, monolitickým betonovým nebo živičným Příplatek k ceně za zvětšený přesun přes vymezenou vodorovnou dopravní vzdálenost do 1000 m | t | 263.719 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1920868943 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {3d8461ba-09a5-4fdd-ac29-8eb06d9bd73d} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301 - Přeložka vodovodu DN 500 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301 - Přeložka vodovodu DN 500 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 2 - Zakládání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 8 - Vedení trubní dálková a přípojná | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 9 - Ostatní konstrukce a práce, bourání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | N00 - Čerpací šachta | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301 - Přeložka vodovodu DN 500 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 612.6735697799999 | | 0.07500000000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 612.6735697799999 | | 0.07500000000000001 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 509.86400076999996 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 115001106 | Převedení vody potrubím průměru DN přes 600 do 900 | m | 40 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.02698 | 1.0792 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -309654581 |
| | VV | | "zatrubnění Litovického potoka 2 x korugované potrubí DN 800, SN8" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*20 | | 40 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 115101200R | Čerpání vody na dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | | 0 | | | | základní | | 0 | 0.00004 | 0.00004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -289257830 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 115101302R | Pohotovost záložní čerpací soupravy pro dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1774300584 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132254204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 123.348 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1677440473 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*0,5"přepočtené koeficientem množství" | | 123.348 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 132354204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 100 do 500 m3 | m3 | 111.013 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1232899255 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*0,45"přepočtené koeficientem množství" | | 111.013 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 132454204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 5 přes 100 do 500 m3 | m3 | 12.335 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -797658635 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*0,05"přepočtené koeficientem množství" | | 12.335 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 141721347R | Ražení protlačováním s ručním odtěžováním horniny v čelbě včetně oc. potrubí DN 1000 hl do 6 m v hornině tř I a II skupiny 1 až 4 | m | 80.2 | | 0 | | | | základní | | 0 | 0.001 | 0.08020000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -96954577 |
| | VV | | 28,5+25,5+26,2 | | 80.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 25.705 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00085 | 0.021849249999999997 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2118003858 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(4,8+0,5)*(2,3+2,55)/2 | | 25.705 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 25.705 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 151101103 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 4 do 8 m | m2 | 226.308 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00119 | 0.26930652 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2127194849 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*4,1*(3,48+4,56)/2 | | 32.964 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop st. 76,5 m až 90,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*14*(4,57+2,75)/2 | | 102.48 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*(4,01+2,3)/2 | | 90.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 226.30800000000002 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 25.705 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -4812153 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(4,8+0,5)*(2,3+2,55)/2 | | 25.705 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 25.705 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 151101113 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 4 do 8 m | m2 | 226.308 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1243318212 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*4,1*(3,48+4,56)/2 | | 32.964 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop st. 76,5 m až 90,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*14*(4,57+2,75)/2 | | 102.48 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*(4,01+2,3)/2 | | 90.864 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 226.30800000000002 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 155135111 | Dočasné hrazení z pytlů plněných pískem zřízení | m3 | 6.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.13637 | 0.8864049999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1764926104 |
| | VV | | 6,5"hráz z pytlů s pískem po obou stranách" | | 6.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 155135112 | Dočasné hrazení z pytlů plněných pískem odstranění | m3 | 6.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1896324746 |
| | VV | | 6,5 | | 6.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 155135125 | Dočasné hrazení z pytlů plněných pískem Přeprava pytlů za každý i započatý kilometr | m3 | 123.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -306896772 |
| | VV | | 6,5*19 | | 123.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 247.08 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1267472489 |
| | VV | | 82,614 "obsyp | | 82.614 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 164,466 "zásyp | | 164.466 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 247.08 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 123.348 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 916124578 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*0,5"přepočtené koeficientem množství" | | 123.348 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 1233.48 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1418807549 |
| | VV | | 123,348*10 | | 1233.48 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 18 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 123.348 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1421694242 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*(0,45+0,05)"přepočtené koeficientem množství" | | 123.348 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 1233.48 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1969314072 |
| | VV | | 123,348*10 | | 1233.48 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 247.08 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1584080886 |
| | VV | | 82,614 "obsyp | | 82.614 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 164,466 "zásyp | | 164.466 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 247.08 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 164.466 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1473055445 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "lože ve výkopu mimo stavebních jam"-0,1*(4,8+0,5+4,1+14+28,5)*1,7 | | -8.823 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "obsyp ve výkopu vč. potrubí"-(0,3+0,532)*(4,8+0,5+4,1+14+28,5)*1,7 | | -73.407 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 164.466 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 58344171 | štěrkodrť frakce 0/32 | t | 337.83 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 337.83 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 726838200 |
| | VV | | 1,23*1,67*164,466 | | 337.83 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 82.614 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1565214514 |
| | VV | | "Š x D x TL"1,7*(149,5-80,2)*(0,532+0,3) | | 98.018 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,266*0,266*(149,5-80,2))"odpočet potrubí DN 500, vnejší DN 532" | | -15.404 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 82.614 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 169.697 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 169.697 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1709441709 |
| | VV | | 82,614*1,23*1,67 | | 169.697 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 997013873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 444.053 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1060972001 |
| | VV | | "výkop pro montáž potrubí" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "přeložka vodovodu TLT DN 500" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | | 15.722 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | | 26.974 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | | 65.637 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | | 17.187 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | | 121.176 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 246.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 246,696*1,8"přepočtené koeficientem množství" | | 444.053 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 2 | Zakládání | | | | 0 | | | | | | 0 | | 13.935402000000002 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 26 | K | 212752102 | Trativody z drenážních trubek pro liniové stavby a komunikace se zřízením štěrkového lože pod trubky a s jejich obsypem v otevřeném výkopu trubka korugovaná sendvičová PE-HD SN 4 celoperforovaná 360° DN 150 | m | 50.9 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.27378 | 13.935402000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1088513652 |
| | VV | | 4,8+4,1+14+28,0 | | 50.9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 25.163679159999997 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 27 | K | 451541111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu ze štěrkodrtě 0-63 mm | m3 | 0.384 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1650260129 |
| | VV | | "lože pod čerpací šachty"1,6*1,6*0,15 | | 0.384 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 11.696 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.89077 | 22.11444592 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1148948878 |
| | VV | | "lože pod potrubí Š x D x TL"1,7*(149-80,2)*0,1 | | 11.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 11.696 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | K | 452313141 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 16/20 | m3 | 0.75 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.30102 | 1.725765 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2048025156 |
| | VV | | (0,5*0,5*0,5)*6"betonové bloky pod tvarovky" | | 0.75 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 0.75 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 452313151 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 20/25 | m3 | 0.512 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.50187 | 1.28095744 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -723850867 |
| | VV | | 1,6*1,6*0,2"betonová deska pod čerpací šachty" | | 0.512 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | K | 452368211 | Výztuž podkladních desek, bloků nebo pražců v otevřeném výkopu ze svařovaných sítí typu Kari | t | 0.04 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.06277 | 0.0425108 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1142506970 |
| | VV | | 2*1,6*1,6*7,9/1000 | | 0.04 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 8 | Vedení trubní dálková a přípojná | | | | 0 | | | | | | 0 | | 49.43886785 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 32 | K | 850425921r | Výřez nebo výsek na potrubí z trub litinových tlakových DN 500 | kus | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 378509910 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | K | 851421132 | Montáž potrubí z trub litinových tlakových hrdlových v otevřeném výkopu s těsnicím násuvným spojem DN 500 | m | 149.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00023 | 0.034385 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2101969251 |
| | VV | | 149,5 | | 149.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 55227945r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PEC 40 L=5,97m kalibrovaná | ks | 11 | | 0 | | | | základní | | 0 | 0.7047 | 7.7517 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1623607533 |
| | VV | | 11 | | 11 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | M | 55227946r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PEC 40 L=5,97m kalibrovaná | ks | 1 | | 0 | | | | základní | | 0 | 0.7047 | 0.7047 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1845866258 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | M | 55227947r | trouba vodovodní hrdlová TH 500 STD TT-PE 6,00m C30 | ks | 9 | | 0 | | | | základní | | 0 | 0.7047 | 6.3423 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 779196520 |
| | VV | | 9 | | 9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | M | 55227948r | trouba vodovodní hrdlová TH 500 STD TT-PE 6,00m C30 KAL | ks | 4 | | 0 | | | | základní | | 0 | 0.7047 | 2.8188 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -411032887 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | M | 55227949r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PE C40 L=5,97m | ks | 2 | | 0 | | | | základní | | 0 | 0.7047 | 1.4094 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -944327503 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | M | 111110011r | Manžeta termosmrštitelná dělená DN 500 hrdlo | kus | 53 | | 0 | | | | základní | | 0 | 0.0014 | 0.0742 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -853485795 |
| | VV | | 53 | | 53 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 40 | M | 111111150r | kroužek DN 500 STD Vi, EPDM zámkový | kus | 41 | | 0 | | | | základní | | 0 | 0.00142 | 0.05822 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1927111054 |
| | VV | | 41 | | 41 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 41 | M | 111111151r | Kroužek STD DN 500 EPDM | kus | 12 | | 0 | | | | základní | | 0 | 0.00142 | 0.01704 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1639078897 |
| | VV | | 12 | | 12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 42 | M | 111111152r | Kroužek DN 500 UNI Ve, zámkový | kus | 12 | | 0 | | | | základní | | 0 | 0.00142 | 0.01704 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1722946602 |
| | VV | | 12 | | 12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 43 | K | 857262122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 100 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00167 | 0.00167 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 134708276 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 44 | M | 55253661 | příruba zaslepovací litinová vodovodní PN10/16 X-kus DN 100 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0049 | 0.0049 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1646457205 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 45 | K | 857352122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 200 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00287 | 0.01148 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1326200687 |
| | VV | | "FF - trouba přírubová DN 200 / 200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "FF - trouba přírubová DN 200 / 600"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "N - koleno patkové DN 200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "X kus - DN 200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 46 | M | 55253297r | tvarovka přírubová litinová vodovodní FF-kus PN10 DN 200 dl 200mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.026 | 0.026 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1855187814 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 47 | M | 55253304r | tvarovka přírubová litinová vodovodní FF-kus PN10 DN 200 dl 600mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.039 | 0.039 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1215785998 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 48 | M | 55254051r | koleno 90° s patkou přírubové litinové vodovodní N-kus PN10 DN 200 | kus | 1 | | 0 | | | | základní | | 0 | 0.046 | 0.046 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1275040335 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 49 | M | 55253664r | příruba zaslepovací litinová vodovodní PN10/16 X-kus DN 200 | kus | 1 | | 0 | | | | základní | | 0 | 0.0114 | 0.0114 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1546290882 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 50 | K | 857354122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 200 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00429 | 0.00429 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2012078301 |
| | VV | | "T - kus přírubový DN 200 / 200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 51 | M | 55253536r | tvarovka přírubová litinová vodovodní s přírubovou odbočkou PN10 T-kus DN 200/200 | kus | 1 | | 0 | | | | základní | | 0 | 0.05 | 0.05 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1476245514 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 52 | K | 857421131 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub hrdlových v otevřeném výkopu, kanálu nebo v šachtě s integrovaným těsněním DN 500 | kus | 11 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1323333319 |
| | VV | | "K-11,25st.DN 500"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "K-45st.DN 500 "8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "U-přesuvka DN 500"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 11 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 53 | M | 55253913r | koleno hrdlové z tvárné litiny, K-11,25st.DN 500 STD TT | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.087 | 0.174 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1173714709 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 54 | M | 55253949r | koleno hrdlové z tvárné litiny,K-45st.DN 500 STD TT | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.135 | 1.08 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 132890548 |
| | VV | | 8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 55 | M | 55253652r | U-přesuvka DN 500 TT, hrdla EXPRESS, L=2 | kus | 1 | | 0 | | | | základní | | 0 | 0.0385 | 0.0385 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 836779117 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 56 | M | 111100012r | Manžeta termosmrštitelná dělená DN 500 hrdlo EXP/Vi/VE | kus | 2 | | 0 | | | | základní | | 0 | 0.0014 | 0.0028 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -536124555 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 57 | K | 857422122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 500 | kus | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.01645 | 0.1974 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1359213510 |
| | VV | | "příruba jištěná 3057 DN 500 (500 - 532)"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "příruba přítlačná DN 500 EXPRESS "2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "X - DN 500"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "F-DN 500"6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 12 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 58 | M | 55251648r | Příruba přítlačná DN 500 EXPRESS | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0509 | 0.1018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1486765855 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 59 | M | 111.JSB50BAr | kroužek pro spoj EXPRESS DN 500 | kus | 2 | | 0 | | | | základní | | 0 | 0.00123 | 0.00246 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1250908992 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 60 | M | 55253669r | příruba zaslepovací X z tvárné litiny práškový epoxid tl 250µm DN 500 | kus | 2 | | 0 | | | | základní | | 0 | 0.0841 | 0.1682 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1338433207 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 61 | M | 55253498r | tvarovka přírubová litinová s hladkým koncem, F-kus DN 500 | kus | 6 | | 0 | | | | základní | | 0 | 0.1136 | 0.6816 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2122667257 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 62 | M | 42271552r | multitoleranční spojka, DN 500, rozsah (500-532) | kus | 2 | | 0 | | | | základní | | 0 | 0.005 | 0.01 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -182577519 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 63 | M | 59036605r | šroub hákový D 27 / 7/102 pro EXP DN 450-1200 a STD VE DN 250-600 | kus | 62 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.001 | 0.062 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2016200571 |
| | VV | | 62 | | 62 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 64 | M | 111110012r | manžeta termosmrštitelná dělená DN 500 příruba | kus | 8 | | 0 | | | | základní | | 0 | 0.0014 | 0.0112 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2038772232 |
| | VV | | 8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 65 | K | 857423131 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub hrdlových v otevřeném výkopu, kanálu nebo v šachtě s integrovaným těsněním DN 500 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1007327663 |
| | VV | | "A-DN 500x100"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "A-DN 500x200"1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 66 | M | 55258557r | tvarovka hrdlová s přírubovou odbočkou z tvárné litiny A-kus DN 500/100 | kus | 1 | | 0 | | | | základní | | 0 | 0.0581 | 0.0581 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -861600035 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 67 | M | 55258559r | tvarovka hrdlová s přírubovou odbočkou z tvárné litiny A-kus DN 500/200 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.074 | 0.074 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1974235220 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 68 | K | 857424122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 500 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.02345 | 0.0938 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 379300706 |
| | VV | | "T-DN 500x80"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "T-DN 500x150 "2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 69 | M | 55251745r | tvarovka přírubová litinová s přírubovou odbočkou T-kus DN 500/80 | kus | 2 | | 0 | | | | základní | | 0 | 0.256 | 0.512 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 391040333 |
| | VV | | "T-DN 500x80 PN 10 TT 1000/400mm"2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 70 | M | 55251747r | tvarovka přírubová litinová s přírubovou odbočkou T-kus DN 500/150 | kus | 2 | | 0 | | | | základní | | 0 | 0.245 | 0.49 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1960942062 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 71 | K | 891247112 | Montáž vodovodních armatur na potrubí hydrantů podzemních (bez osazení poklopů) DN 80 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00136 | 0.00136 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1948142199 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 72 | M | 42273591r | Hydrant podzemní DN 80/1500 | kus | 1 | | 0 | | | | základní | | 0 | 0.0425 | 0.0425 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1673013334 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 73 | K | 891261112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 100 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00165 | 0.00165 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1997891047 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 74 | M | 42221304r | šoupátko pitná voda litina GGG 50 krátká stavební dl PN10/16 DN 100x190mm | kus | 1 | | 0 | | | | základní | | 0 | 0.023 | 0.023 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 384174775 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 75 | M | 42291080r | souprava zemní pro šoupátka ZS tel 1,2-1,8m, DN 100-150 | kus | 1 | | 0 | | | | základní | | 0 | 0.004 | 0.004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1099195599 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 76 | K | 891351112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 200 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00286 | 0.00286 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1033258618 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 77 | M | 42221307r | šoupátko pitná voda litina DN 200 | kus | 1 | | 0 | | | | základní | | 0 | 0.065 | 0.065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1186118508 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 78 | M | 42291082r | souprava zemní pro šoupátka DN 250-300mm Rd 2,0m | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.005 | 0.005 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -487053398 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 79 | K | 892421111 | Tlakové zkoušky vodou na potrubí DN 400 nebo 500 | m | 149.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 890875323 |
| | VV | | 149,5 | | 149.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 80 | K | 892423122 | Proplach a dezinfekce vodovodního potrubí DN 400 nebo 500 | m | 149.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00001 | 0.001495 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 974865463 |
| | VV | | 149,5 | | 149.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 81 | K | 892442111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN přes 300 do 600 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.47094 | 0.94188 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1407734598 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 82 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.04 | 0.08 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1376044582 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 83 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 2 | | 0 | | | | základní | | 0 | 0.0133 | 0.0266 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 431681962 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 84 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0003 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1333989613 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 85 | K | 899401113 | Osazení poklopů uličních s pevným rámem litinových hydrantových | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.05 | 0.05 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1817165205 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 86 | M | 42291452r | poklop litinový hydrantový DN 80 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0295 | 0.0295 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 553685849 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 87 | M | 42210052 | deska podkladová uličního poklopu litinového hydrantového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0025 | 0.0025 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1516664578 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 88 | M | 55251475r | Manžeta termosmrštitelná FCTS rukávec DN 80/100 příruba | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 572029834 |
| | VV | | 3 | | 3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 89 | M | 55251476r | Manž. term. rukávec DN 200 FCTS příruba | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0007 | 0.0042 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1585479907 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 90 | M | 27311005r | těsnění DN 80 PN 10-40 přírubové EPDM | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 478994305 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 91 | M | 27311006r | kroužek těsnící gumový NBR TYTON pro kanalizační potrubí DN 100 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1136183389 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 92 | M | 27311009 | těsnění DN 200 PN 10-16 přírubové EPDM | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0004 | 0.0024000000000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1125643666 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 93 | M | 55291313r | těsnění pryžové s ocelovou vložkou DN 500 | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.001 | 0.008 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -618049007 |
| | VV | | 8 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 94 | M | 43766210r | souprava pro montáž LISU tv. UIC60, 6 otvorů | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.06 | 0.06 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 235193484 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 95 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00033 | 0.00099 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 69881922 |
| | VV | | 2+1 | | 3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 96 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 149.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.029900000000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 32002840 |
| | VV | | 149,5 | | 149.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 97 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 69.3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.009009 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1755742517 |
| | VV | | 149,5-80,2 | | 69.3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 98 | K | 899910202 | Výplň potrubí trub betonových, litinových nebo kameninových cementopopílkovou suspenzí spádem, délky přes 50 do 100 m | m3 | 16.101 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.52985 | 24.632114849999997 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -181095179 |
| | VV | | "Rušena část vodovodu DN 500-82,0 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pi*0,25*0,25*82 | | 16.101 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 99 | K | 230202061r | Nasunutí potrubní sekce litinové průměru 500 mm do chráničky pro vodu | m | 80.2 | | 0 | | | | základní | | 0 | 0.00062 | 0.049724000000000004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1768867354 |
| | VV | | 28,5+25,5+26,2 | | 80.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 100 | K | 899911326 | Kluzné objímky (pojízdná sedla) pro zasunutí potrubí do chráničky výšky 130 mm vnějšího průměru potrubí přes 500 do 549 mm | kus | 45 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00404 | 0.18180000000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1762810248 |
| | VV | | 45 | | 45 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 9 | Ostatní konstrukce a práce, bourání | | | | 0 | | | | | | 0 | | 0.00211 | | 0.07500000000000001 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 101 | K | 977151131 | Jádrové vrty diamantovými korunkami do stavebních materiálů (železobetonu, betonu, cihel, obkladů, dlažeb, kamene) průměru přes 350 do 400 mm | m | 0.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00415 | 0.00083 | 0.27 | 0.054000000000000006 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1293903735 |
| | VV | | 0,2"ČŠ" | | 0.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 102 | K | 895151100r | Utěsnění prostupu potrubí stěnou šachty (vypouštění) | kus | 1 | | 0 | | | | základní | | 0 | 0.00128 | 0.00128 | 0.021 | 0.021 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 293040403 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | N00 | Čerpací šachta | | | | 0 | | | | | | 0 | | 14.269509999999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 103 | K | 894410124r | Osazení betonových dílců pro kanalizační šachty DN 1000 šachtové dno výšky 1800 mm | kus | 1 | | 0 | | | | základní | | 0 | 1.28224 | 1.28224 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1101475143 |
| | VV | | 1"čerpací šachta" | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 104 | M | 59224077r | dno betonové šachtové DN 1000, 100x180x15, čedičový obklad tl. 50 mm | kus | 1 | | 0 | | | | základní | | 0 | 7.9 | 7.9 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1791318079 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 105 | K | 894410213 | Osazení betonových dílců šachet kanalizačních skruž rovná DN 1000, výšky 1000 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00989 | 0.03956 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1572874675 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 106 | M | 59224420r | skruž betonové šachty DN 1000 kanalizační 100x100x12cm | kus | 4 | | 0 | | | | základní | | 0 | 0.86 | 3.44 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1080796671 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 107 | K | 894410212 | Osazení betonových dílců šachet kanalizačních skruž rovná DN 1000, výšky 500 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00989 | 0.00989 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 664820658 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 108 | M | 59224418r | skruž betonové šachty DN 1000 kanalizační 100x50x12cm | kus | 1 | | 0 | | | | základní | | 0 | 0.43 | 0.43 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1883352693 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 109 | K | 452386111 | Podkladní a vyrovnávací konstrukce z betonu vyrovnávací prstence z prostého betonu tř. C 25/30 pod poklopy a mříže, výšky do 100 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.08832 | 0.17664 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1650403057 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 110 | M | 59224185 | prstenec šachtový vyrovnávací betonový 625x120x60mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.04 | 0.04 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1866061557 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 111 | M | 59224187 | prstenec šachtový vyrovnávací betonový 625x120x100mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.068 | 0.068 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1173856787 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 112 | K | 894410232 | Osazení betonových dílců šachet kanalizačních skruž přechodová (konus) DN 1000 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.01218 | 0.01218 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -210389471 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 113 | M | 59224312 | konus betonové šachty DN 1000 kanalizační 100x62,5x58cm tl stěny 12 stupadla poplastovaná | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.585 | 0.585 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1839314974 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 114 | K | 899104112 | Osazení poklopů šachtových litinových, ocelových nebo železobetonových včetně rámů pro třídu zatížení D400, E600 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.09 | 0.09 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1024354960 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 115 | M | 28661935 | poklop šachtový litinový DN 600 pro třídu zatížení D400 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.196 | 0.196 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -384895534 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 116 | K | 998273102 | Přesun hmot pro trubní vedení hloubené z trub litinových pro vodovody nebo kanalizace v otevřeném výkopu dopravní vzdálenost do 15 m | t | 85.982 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1800504710 |
| 117 | K | 998273124 | Přesun hmot pro trubní vedení hloubené z trub litinových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost do 500 m | t | 85.982 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -836440840 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {04ec0d71-a4b3-4163-bc12-2fcebfff1b28} | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301.1 - Přeložka přípojky d63 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301.1 - Přeložka přípojky d63 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 8 - Vedení trubní dálková a přípojná | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 301.1 - Přeložka přípojky d63 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 133.39535650000002 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 133.39535650000002 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 126.07164 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 132212221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 6.475 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -622614498 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 64,746*0,5*0,2"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | | 6.475 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 132254203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 50 do 100 m3 | m3 | 25.898 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -167879146 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 64,746*0,5*0,8"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | | 25.898 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 132312221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 soudržných | m3 | 6.475 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1933003681 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 64,746*0,5*0,2"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | | 6.475 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132354203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 50 do 100 m3 | m3 | 25.898 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -107447670 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 64,746*0,5*0,8"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | | 25.898 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 158.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00085 | 0.13464 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -525743046 |
| | VV | | 2*36*2,2 "celková délka x průměrná hloubka " | | 158.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 158.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 158.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1958520541 |
| | VV | | 158,4 | | 158.4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 61.31 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -992246004 |
| | VV | | "obsyp"11,565 | | 11.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "zásyp"49,745 | | 49.745 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 61.309999999999995 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 32.373 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 189810408 |
| | VV | | 6,475+25,898 | | 32.373 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 323.73 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 547197756 |
| | VV | | 32,373*10 | | 323.73 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 32.373 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 529134705 |
| | VV | | 6,475+25,898 | | 32.373 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 323.73 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 778238242 |
| | VV | | 32,373*10 | | 323.73 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 61.31 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1054941632 |
| | VV | | "obsyp"11,565 | | 11.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "zásyp"49,745 | | 49.745 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 61.309999999999995 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 116.543 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -137290622 |
| | VV | | 2*32,373*1,8 | | 116.543 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 49.745 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1289161323 |
| | VV | | "průměrná předpokládana hloubka přípojky 2,2 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 30*(2,2-0,15)*0,9"zeleň" | | 55.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,24)*0,9"chodník" | | 5.292 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*(2,2-0,68)*0,9"vozovka" | | 4.104 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 64.74600000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "lože"-0,1*36*0,9 | | -3.24 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | "obsyp ve výkopu vč. potrubí"-(0,3+0,063)*0,9*36 | | -11.761 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 49.745000000000005 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | M | 58344171 | štěrkodrť frakce 0/32 | t | 102.181 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 102.181 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -861949585 |
| | VV | | 1,23*1,67*49,745 | | 102.181 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 11.565 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1291055540 |
| | VV | | "Š x D x TL"0,9*36*(0,063+0,3) | | 11.761 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -PI*0,0315*0,0315*63"odpočet potrubí DN 63" | | -0.196 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 11.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 23.756 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 23.756 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -970863602 |
| | VV | | 11,565*1,23*1,67 | | 23.756 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 6.126094800000001 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 3.24 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.89077 | 6.126094800000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1073461810 |
| | VV | | "Š x D x TL"0,9*36*0,1 | | 3.24 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 3.24 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 8 | Vedení trubní dálková a přípojná | | | | 0 | | | | | | 0 | | 1.1976217 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 19 | K | 871211141 | Montáž vodovodního potrubí z polyetylenu PE100 RC v otevřeném výkopu svařovaných na tupo SDR 11/PN16 d 63 x 5,8 mm | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 468591509 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | M | 28613503 | potrubí vodovodní dvouvrstvé PE100 RC SDR11 63x5,8mm | m | 36.54 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00105 | 0.038367 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1217691489 |
| | VV | | 36*1,015 | | 36.54 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 877211101 | Montáž tvarovek na vodovodním plastovém potrubí z polyetylenu PE 100 elektrotvarovek SDR 11/PN16 spojek, oblouků nebo redukcí d 63 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1859427484 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 28653133 | nákružek lemový PE 100 SDR11 63mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00019 | 0.00038 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1192835291 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | K | 877211201 | Montáž tvarovek na vodovodním plastovém potrubí z polyetylenu PE 100 svařovaných na tupo SDR 11/PN16 oblouků nebo redukcí d 63 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1653948578 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | M | 28614977 | elektroredukce PE 100 PN16 D 90-63mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00043 | 0.00043 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 182786137 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 879221111 | Montáž napojení vodovodní přípojky v otevřeném výkopu DN 63 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00163 | 0.00163 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 987854432 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 26 | K | 891211112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 50 | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00072 | 0.00072 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1584027236 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | M | 42221301 | šoupátko pitná voda litina GGG 50 krátká stavební dl PN10/16 DN 50x150mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.012 | 0.012 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2073240783 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | K | 892233922 | Proplach vodovodního potrubí při opravách jednoduchý (bez dezinfekce) DN od 40 do 70 | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -880060712 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | K | 892241111 | Tlakové zkoušky vodou na potrubí DN do 80 | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -711070230 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 892273932 | Proplach vodovodního potrubí při opravách dezinfekce pro potrubí DN od 40 do 125 | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1987273455 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | K | 892372111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN do 300 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.45937 | 0.91874 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 41555182 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 32 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.04 | 0.04 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -635725914 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 1 | | 0 | | | | základní | | 0 | 0.0133 | 0.0133 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 808020376 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0003 | 0.0003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1822031392 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00033 | 0.00033 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1055547686 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.007200000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1345570421 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 36 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.004679999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -610410232 |
| | VV | | 36 | | 36 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | K | 899910202 | Výplň potrubí trub betonových, litinových nebo kameninových cementopopílkovou suspenzí spádem, délky přes 50 do 100 m | m3 | 0.102 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.52985 | 0.15604469999999998 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1547382583 |
| | VV | | "Rušena část vodovodu DN 63-36 m" | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 1 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | pi*0,03*0,03*36 | | 0.102 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | M | 42291078 | souprava zemní pro šoupátka DN 40-50mm Rd 2,0m | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0035 | 0.0035 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1570234048 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 40 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 7.458 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 478930788 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {513491a1-b301-44d7-be25-1de872a94055} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 302 - Přeložka vodovodu DN 150 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 302 - Přeložka vodovodu DN 150 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 8 - Vedení trubní dálková a přípojná | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 302 - Přeložka vodovodu DN 150 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 38.162912999999996 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 38.162912999999996 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 33.688345 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 132212221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 5.333 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -898030201 |
| | VV | | 3*1,3*(2,3-0,24) | | 8.034 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,3*(3,65-0,24) | | 13.299 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 21.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | | 5.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 132254203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 50 do 100 m3 | m3 | 5.333 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1909981400 |
| | VV | | 3*1,3*(2,3-0,24) | | 8.034 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,3*(3,65-0,24) | | 13.299 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 21.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | | 5.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 132312221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 soudržných | m3 | 5.333 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -529769982 |
| | VV | | 3*1,3*(2,3-0,24) | | 8.034 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,3*(3,65-0,24) | | 13.299 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 21.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | | 5.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132354203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 50 do 100 m3 | m3 | 5.333 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -304934024 |
| | VV | | 3*1,3*(2,3-0,24) | | 8.034 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,3*(3,65-0,24) | | 13.299 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 21.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | | 5.333 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 35.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00085 | 0.030345 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1843836910 |
| | VV | | 2*3*2,3 | | 13.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*3*3,65 | | 21.9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 35.7 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 35.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1651097465 |
| | VV | | 35,7 | | 35.7 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 19.946 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1285407418 |
| | VV | | 16,386"zásyp" | | 16.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3,56"obsyp" | | 3.56 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 19.945999999999998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 8 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 10.666 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -646676770 |
| | VV | | 2*5,333 | | 10.666 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 106.66 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -449719373 |
| | VV | | 10,666*10 | | 106.66 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 10.666 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1705018815 |
| | VV | | 2*5,333 | | 10.666 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 106.66 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 995826304 |
| | VV | | 10,666*10 | | 106.66 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 19.946 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2131069788 |
| | VV | | 16,386"zásyp" | | 16.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3,56"obsyp" | | 3.56 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 19.945999999999998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 38.398 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1539713286 |
| | VV | | 4*5,333*1,8 | | 38.398 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 16.386 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1870747404 |
| | VV | | 4*5,333-0,78-0,5-6*1,3*(0,17+0,3) | | 16.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | M | 58344171 | štěrkodrť frakce 0/32 | t | 33.658 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 33.658 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -493673927 |
| | VV | | 1,23*1,67*16,386 | | 33.658 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 3.56 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 197788466 |
| | VV | | 6*1,3*(0,17+0,3) | | 3.666 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -pi*0,075*0,075*6 | | -0.106 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 3.56 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 7.313 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -261060176 |
| | VV | | 3,56*1,23*1,67 | | 7.313 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 2.6253105999999997 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 0.78 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1.89077 | 1.4748006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -918180550 |
| | VV | | 6*1,3*0,1 | | 0.78 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | K | 452313141 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 16/20 | m3 | 0.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 2.30102 | 1.15051 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1901568367 |
| | VV | | 4*0,5*0,5*0,5 | | 0.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 8 | Vedení trubní dálková a přípojná | | | | 0 | | | | | | 0 | | 1.8492574000000004 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 20 | K | 850315121 | Výřez nebo výsek na potrubí z trub litinových tlakových nebo plastických hmot DN 150 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2073937400 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 852312122 | Montáž potrubí z trub litinových tlakových přírubových abnormálních délek, jednotlivě do 1 m v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00282 | 0.00564 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1580075969 |
| | VV | | 2"sek DN 150" | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 11111111r | trouba vodovodní litinová DN 150 STD l=6,0m TT | kus | 1.01 | | 0 | | | | základní | | 0 | 0.13174 | 0.1330574 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -67284131 |
| | VV | | 1 | | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1*1,01 "Přepočtené koeficientem množství | | 1.01 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | M | 55251462 | kroužek zámkový kovový pro extrémní tlaky a speciální konstrukce DN 150 | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0003 | 0.0018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1733864351 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 857242122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 80 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00167 | 0.00334 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 365063468 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | M | 55254047 | koleno 90° s patkou přírubové litinové vodovodní N-kus PN10/40 DN 80 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0122 | 0.0244 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1768726426 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 26 | K | 857312122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00282 | 0.02256 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 362364481 |
| | VV | | 4+2+2 | | 8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | M | 55253895r | tvarovka přírubová s hrdlem z tvárné litiny,E-kus, DN 150 | kus | 4 | | 0 | | | | základní | | 0 | 0.016 | 0.064 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -277398893 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 28 | M | 31951006 | potrubní spojka jištěná proti posuvu hrdlo-příruba DN 150 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.014 | 0.028 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -267816038 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 29 | M | 111.121831r | trouba přírubová TP-DN 150 PN 10-16 TT-montažní vložka | kus | 2 | | 0 | | | | základní | | 0 | 0.024 | 0.048 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1684150793 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 30 | K | 857314122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00366 | 0.01464 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1022047628 |
| | VV | | 2+2 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 31 | M | 55253530 | tvarovka přírubová litinová vodovodní s přírubovou odbočkou PN10/16 T-kus DN 150/150 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0299 | 0.0598 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -770119129 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 32 | M | 55253527r | tvarovka přírubová litinová s přírubovou odbočkou, T-kus DN 150/80 | kus | 2 | | 0 | | | | základní | | 0 | 0.0276 | 0.0552 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2033189312 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 33 | K | 891247112 | Montáž vodovodních armatur na potrubí hydrantů podzemních (bez osazení poklopů) DN 80 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00136 | 0.00272 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -389069217 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 42273591r | Hydrant podzemní DN 80/1500 | kus | 2 | | 0 | | | | základní | | 0 | 0.0425 | 0.085 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1206662282 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 35 | K | 892372111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN do 300 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.45937 | 0.91874 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1362007253 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.04 | 0.16 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1398725212 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 4 | | 0 | | | | základní | | 0 | 0.0133 | 0.0532 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2082009712 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0003 | 0.0012 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1270475889 |
| | VV | | 4 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 39 | K | 899401113 | Osazení poklopů uličních s pevným rámem litinových hydrantových | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.05 | 0.1 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -291279066 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 40 | M | 42291452r | poklop litinový hydrantový DN 80 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0295 | 0.059 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1960494803 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 41 | M | 42210052 | deska podkladová uličního poklopu litinového hydrantového | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0025 | 0.005 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1908784711 |
| | VV | | 2 | | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 42 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00033 | 0.00198 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -135142639 |
| | VV | | 4+2 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 43 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0012000000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1363696281 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 44 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.0007799999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -715598019 |
| | VV | | 6 | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 45 | K | 998273102 | Přesun hmot pro trubní vedení hloubené z trub litinových pro vodovody nebo kanalizace v otevřeném výkopu dopravní vzdálenost do 15 m | t | 4.505 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1301960428 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {26d16e7d-173f-4e50-919f-f1fbfbc4d3bf} | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 355.21189360000005 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 355.21189360000005 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 355.21189360000005 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 129001101 | Příplatek k cenám vykopávek za ztížení vykopávky v blízkosti podzemního vedení nebo výbušnin v horninách jakékoliv třídy | m3 | 55.682 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -695327868 |
| | VV | | (22,208+62,159)*0,66 | | 55.682 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 131213701 | Hloubení nezapažených jam ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 22.208 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 781387295 |
| | VV | | 10,0*2,5*1,36+2,5*2,5*1,36"zeleň | | 42.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*1,3+6,0*2,5*1,56"vozovka | | 31.525 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 74.025 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 74,025*0,3"třída I/3 ručně | | 22.208 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 131251104 | Hloubení nezapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 51.818 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 196693521 |
| | VV | | 10,0*2,5*1,36+2,5*2,5*1,36"zeleň | | 42.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*1,3+6,0*2,5*1,56"vozovka | | 31.525 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 74.025 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 74,025*0,7"třída I/3 strojně | | 51.818 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132212331 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 62.159 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1337470019 |
| | VV | | 0,8*1,3*0,7+1,6*7,0*1,9"zeleň | | 22.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,25*0,25*3,4)"odpočet potrubí DN500 | | -0.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*3,8*1,9"chodník | | 11.552 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*83,8*1,3"vozovka | | 174.304 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 207.196 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 207,196*0,3"třída I/3 ručně | | 62.159 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 132251254 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 145.037 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1817443963 |
| | VV | | 0,8*1,3*0,7+1,6*7,0*1,9"zeleň | | 22.008 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,25*0,25*3,4)"odpočet potrubí DN500 | | -0.668 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*3,8*1,9"chodník | | 11.552 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*83,8*1,3"vozovka | | 174.304 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 207.196 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 207,196*0,7"třída I/3 strojně | | 145.037 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 151101101 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky do 2 m | m2 | 291.54 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00084 | 0.24489360000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 701989255 |
| | VV | | 2*(10,0+2,5)*1,36"zeleň | | 34 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*3,8*1,9"chodník | | 14.44 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(83,8+2,5)*1,3+2*6,0*1,56"vozovka | | 243.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 291.53999999999996 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 151101111 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky do 2 m | m2 | 291.54 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -673736152 |
| 8 | K | 162211311 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 25.31 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1146536360 |
| | VV | | (22,208+62,159)*0,3 | | 25.31 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | K | 162211319 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m Příplatek za každých dalších 10 m k ceně -1311 | m3 | 50.62 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 434368091 |
| | VV | | 25,310*2 | | 50.62 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 10 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 254.122 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1879820007 |
| | VV | | 22,208+51,818+62,159+145,037"výkopek celkem | | 281.222 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(64,50-37,40)"odpočet zásyp výkopkem zeleň | | -27.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 254.12199999999999 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 11 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 27.1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -133590788 |
| | VV | | 64,50-37,40"nakládání výkopku pro zához ne mezideponii, zeleň | | 27.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 457.42 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1868633328 |
| | VV | | 254,122*1,8 | | 457.42 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 13 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 105.67 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1823254536 |
| | VV | | 64,50-37,40"zeleň | | 27.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 11,55-5,23"chodník | | 6.32 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 205,83-133,58"vozovka | | 72.25 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 105.67 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | M | 58344171 | štěrkodrť frakce 0/32 | t | 11.376 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 11.376 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1636704835 |
| | VV | | 11,55-5,23"chodník | | 6.32 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 6,32*1,8 | | 11.376 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | M | 58344197 | štěrkodrť frakce 0/63 | t | 130.05 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 130.05 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1410934973 |
| | VV | | 205,83-133,58"vozovka | | 72.25 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 72,25*1,8 | | 130.05 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 129.419 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1458976246 |
| | VV | | (10,0*2,5+2,5*2,5+0,8*1,3+1,6*7,0)*0,76"zeleň | | 33.052 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*11,0)"odpočet potrubí dn560 | | -2.709 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*3,8*0,76"chodník | | 4.621 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*3,8)"odpočet potrubí dn560 | | -0.936 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (2,5*2,5+6,0*2,5+1,6*83,8)*0,76"vozovka | | 118.051 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*92,0)"odpočet potrubí dn560 | | -22.66 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 129.419 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 213.541 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 213.541 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -399816335 |
| | VV | | 129,419*1,65 | | 213.541 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 20.49 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 540357492 |
| | VV | | (10,0*2,5+2,5*2,5+0,8*1,3+1,6*7,0)*0,1"zeleň | | 4.349 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,6*3,8*0,1"chodník | | 0.608 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (2,5*2,5+6,0*2,5+1,6*83,8)*0,1"vozovka | | 15.533 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 20.49 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
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| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | M - Práce a dodávky M | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 23-M - Montáže potrubí | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 10 - Plynovody | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20 - Odpoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20-1 - DN500 (stopl) -jáma J1 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30 - Propoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30-1 - DN500 (stopl + šoupě) -jáma J1 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40 - Mimochody | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40-1 - PE dn315 -12m | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 50 - Demontáže | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 60 - Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 0.4884609200000001 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | M | Práce a dodávky M | | | | 0 | | | | | | 0 | | 0.4884609200000001 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 23-M | Montáže potrubí | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 10 | Plynovody | | | | 0 | | | | | | 0 | | 0.27201812000000003 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 230205181 | Montáž potrubí PE průměru přes 110 mm Ø 560, tl. stěny 31,7 mm | m | 104.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1254840729 |
| 2 | M | 28618839R560 | Potrubí plynovodní PE 100 SDR 17 PN 0,4MPa D 560x33mm | m | 107.326 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -55617384 |
| | VV | | 104,2*1,03 | | 107.326 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | M | 28614929R560 | elektrospojka SDR17 PE 100 PN10 D 560mm | kus | 5 | | 0 | | | | základní | | 0 | 0.0072 | 0.036 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1975808838 |
| 4 | K | 230205471 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 500, tl. stěny 28,3 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1681676060 |
| 5 | M | 28614929R500 | elektrospojka SDR17 PE 100 PN10 D 500mm | kus | 1 | | 0 | | | | základní | | 0 | 0.0072 | 0.0072 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1897667310 |
| 6 | M | 28653161R500 | nákružek lemový PE 100 SDR17 500mm | kus | 1 | | 0 | | | | základní | | 0 | 0.0158 | 0.0158 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -475159633 |
| 7 | K | 230205481 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 560, tl. stěny 31,7 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1943711729 |
| 8 | M | 28615397R560 | záslepka SDR17 PE 100 D 560mm | kus | 1 | | 0 | | | | základní | | 0 | 0.00242 | 0.00242 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -905926598 |
| 9 | M | 28614892R560 | oblouk 90° SDR17 PE 100 PN10 D 560mm | kus | 2 | | 0 | | | | základní | | 0 | 0.0497 | 0.0994 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1658190911 |
| 10 | M | 28615380R560500 | redukce SDR17 PE 100 D 560/500 | kus | 1 | | 0 | | | | základní | | 0 | 0.001 | 0.001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -648655009 |
| 11 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 106 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0212 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1768968256 |
| 12 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 104 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.013519999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1222686960 |
| 13 | K | 230250001R1 | Montáž a dodávka kontrolní vývod signalizačního vodiče zemní | kus | 1 | | 0 | | | | základní | | 0 | 0.00359 | 0.00359 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1137464506 |
| 14 | K | 230220016R.1 | Montáž a dodávka odfuku etapy, komplet včetně potrubí a kul. kohoutu | kus | 1 | | 0 | | | | základní | | 0 | 0.00006 | 0.00006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2071348015 |
| 15 | K | 230220016RPE | Montáž odfuku PE d 63 do poklopu, komplet včetně potrubí a kul. kohoutu | kus | 1 | | 0 | | | | základní | | 0 | 0.00006 | 0.00006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2033346070 |
| 16 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -606871953 |
| 17 | M | 28614042R63 | tvarovka T-kus navrtávací bez vrtáku D 225-63mm | kus | 2 | | 0 | | | | základní | | 0 | 0.00098 | 0.00196 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 225552686 |
| 18 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -447718576 |
| 19 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | | 0 | | | | základní | | 0 | 0.014 | 0.014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -132733401 |
| 20 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | | 0 | | | | základní | | 0 | 0.0019 | 0.0019 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1272997914 |
| 21 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1816715030 |
| 22 | K | 230210003 | Oprava továrního opláštění a izolace svarů ovinem páskou za studena 2 vrstvy | m2 | 9.576 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00012 | 0.00114912 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 299702949 |
| | VV | | 2*PI*0,508*3"oprava v délce 3 m | | 9.576 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 23 | M | 343821280R | Izolačí páska Servierap + primer + tmel | m2 | 10.545 | | 0 | | | | základní | | 0 | 0.0002 | 0.002109 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1912381988 |
| | VV | | 9,586*1,1 | | 10.545 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 230210015R | Oprava opláštění ruční asfaltem PROTEGOL | m2 | 1 | | 0 | | | | základní | | 0 | 0.001 | 0.001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 336643956 |
| 25 | M | 235216100R | ochranný nátěr PROTEGOL | kg | 1 | | 0 | | | | základní | | 0 | 0.001 | 0.001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1312260661 |
| 26 | K | 230220037 | Montáž příslušenství plynovodů izolační desky pod armatury DN přes 400 do 600 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -766890743 |
| 27 | M | GLP.AV4250300001000R | deska antivibrační recyklovaná pryž GELTEC S1000 2000x1000x50mm černá | m2 | 2 | | 0 | | | | základní | | 0 | 0.024 | 0.048 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1075818489 |
| | D | 20 | Odpoje | | | | 0 | | | | | | 0 | | 0.005266399999999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 20-1 | DN500 (stopl) -jáma J1 | | | | 0 | | | | | | 0 | | 0.005266399999999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 28 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1442752818 |
| 29 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -514462157 |
| 30 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1177065392 |
| 31 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 137577544 |
| 32 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 996487257 |
| 33 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | | 0 | | | | základní | | 0 | 0.0003 | 0.0014364 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1793245686 |
| | VV | | PI*0,508*3"oprava v délce 3 m | | 4.788 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -362519230 |
| 35 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2019010335 |
| 36 | M | 2862957R | Přesuvka ukončovací SCHUCK SU-K PN 16 DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 853989202 |
| | D | 30 | Propoje | | | | 0 | | | | | | 0 | | 0.0218164 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 30-1 | DN500 (stopl + šoupě) -jáma J1 | | | | 0 | | | | | | 0 | | 0.0218164 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 37 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 771755323 |
| 38 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1489824154 |
| 39 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -420400186 |
| 40 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1158776011 |
| 41 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -543067555 |
| 42 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | | 0 | | | | základní | | 0 | 0.0003 | 0.0014364 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 435147257 |
| | VV | | PI*0,508*3"oprava v délce 3 m | | 4.788 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 43 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 560840207 |
| 44 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1990507455 |
| 45 | M | 1939500R | příruba s krkem DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1158123196 |
| 46 | M | 2862956R | Přesuvka SCHUCK SMU-S PN 16 DN 500 (508) | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -320373047 |
| 47 | K | 230030010 | Montáž trubních dílů přírubových hmotnosti přes 300 do 400 kg | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1799617970 |
| 48 | M | 3.1.500.PR | AVK šoupátko F4 DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 8752244 |
| 49 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2112889773 |
| 50 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -537673220 |
| 51 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -658774869 |
| 52 | M | 29478R | Podložka M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1075366936 |
| 53 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1052944589 |
| 54 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1701624073 |
| 55 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -298474534 |
| 56 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1281153449 |
| 57 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | | 0 | | | | základní | | 0 | 0.014 | 0.014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1479890407 |
| 58 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | | 0 | | | | základní | | 0 | 0.0019 | 0.0019 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 870335847 |
| 59 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1463043961 |
| | D | 40 | Mimochody | | | | 0 | | | | | | 0 | | 0.17074 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 40-1 | PE dn315 -12m | | | | 0 | | | | | | 0 | | 0.17074 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 60 | K | 230205156 | Montáž plynovodního potrubí PE průměru přes 110 mm Ø 315, tl. stěny 17,9 mm | m | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1288398372 |
| 61 | M | 2866332R | Potrubí plynovodní PE 100RC SDR 17 PN 0,4MPa D 315x17,9mm | m | 12.6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 2033232396 |
| | VV | | 12*1,05 | | 12.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 62 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0072 | 0.0864 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 783775368 |
| 63 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1025294389 |
| 64 | M | 28615234R315 | Tvarovka na tupo PE 100 SDR17 záslepka dn 315 | ks | 2 | | 0 | | | | základní | | 0 | 0.0065 | 0.013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1977893561 |
| 65 | M | 28614836 | koleno 90° SDR17 PE 100 PN10 D 315mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0151 | 0.0604 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 872204540 |
| 66 | M | 28653159 | nákružek lemový PE 100 SDR17 315mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00547 | 0.01094 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -945709841 |
| 67 | K | 23025R006300 | Odpoj nebo propoj STL plynovodu DN 300 nebo dn315 uzavřením nebo otevřením uzávěru | ks | 4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 601353658 |
| 68 | K | 230205000R315 | Demontáž bypassu d315 | soubor | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 453539703 |
| | D | 50 | Demontáže | | | | 0 | | | | | | 0 | | 0.018619999999999998 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 69 | K | 230082385 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1497870303 |
| 70 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1434026815 |
| 71 | M | 55283870R300 | dno klenuté S235JR PN16 508x8mm DN 500 | kus | 1 | | 0 | | | | základní | | 0 | 0.009 | 0.009 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -608636247 |
| 72 | K | 230083154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 50 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0026 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1820079529 |
| | VV | | 6/1,5 | | 4 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 73 | K | 230208516 | Odplynění a inertizace ocelového potrubí DN přes 300 mm | m | 83 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00003 | 0.00249 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192108381 |
| | D | 60 | Ostatní náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 74 | K | 230230023 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 300 | m | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1915702253 |
| 75 | K | 230230026 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 500 | m | 104.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1180787811 |
| 76 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 116.2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 157960913 |
| | VV | | 104,2+12 | | 116.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 77 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 4.55 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1431871508 |
| 78 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 4.55 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -803417314 |
| 79 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 4.55 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1343872820 |
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| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | C - Přípojky | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - Přípojky | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | M - Práce a dodávky M | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 23-M - Montáže potrubí | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 10 - Přípojky | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20 - Odpoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30 - Propoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40 - Demontáže | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 50 - Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.1 - STL 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - Přípojky | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 0.0029416 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | M | Práce a dodávky M | | | | 0 | | | | | | 0 | | 0.0029416 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 23-M | Montáže potrubí | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 10 | Přípojky | | | | 0 | | | | | | 0 | | 0.0019616 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 230205025 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 32, tl. stěny 3,0 mm | m | 1.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 819885487 |
| 2 | M | 28613911 | potrubí plynovodní PE 100RC SDR 11 PN 0,4MPa D 32x3,0mm | m | 1.47 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00028 | 0.0004116 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 824990506 |
| | VV | | 1,4*1,05 | | 1.47 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | M | 28615969 | elektrospojka SDR11 PE 100 PN16 D 32mm | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00005 | 0.00015000000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2100510616 |
| 4 | K | 230205225 | Montáž trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 32, tl. stěny 3,0 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -128387524 |
| 5 | M | 28615020 | elektrozáslepka SDR11 PE 100 PN16 D 32mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00006 | 0.00006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2091931044 |
| 6 | M | NCL.616176 | FRIALEN - KH d32, PE100, SDR11, kulový kohout, elektro | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2012040714 |
| 7 | K | 899721111 | Signalizační vodič na potrubí DN do 150 mm | m | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00019 | 0.00057 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2080673092 |
| 8 | K | 899722111 | Krytí potrubí z plastů výstražnou fólií z PVC šířky do 20 cm | m | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00006 | 0.00012 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 850669342 |
| | D | 20 | Odpoje | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 30 | Propoje | | | | 0 | | | | | | 0 | | 0.00098 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 9 | K | 230020R999031 | Vysazení odbočky na PE potrubí do dn 40 mm | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 733230748 |
| 10 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 776574562 |
| 11 | M | 28614042R32 | tvarovka T-kus navrtávací bez vrtáku SA TL D 250-560/32 mm | kus | 1 | | 0 | | | | základní | | 0 | 0.00098 | 0.00098 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -661520561 |
| | D | 40 | Demontáže | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 50 | Ostatní náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 12 | K | 230230017 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 80 | m | 1.4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 532812815 |
| 13 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 1.4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 799136156 |
| 14 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 0.004 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1407113091 |
| 15 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 0.004 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 749661997 |
| 16 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 0.004 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1496700770 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {5fe693ac-1ee4-4a00-82f0-623f2b0cb36b} | | | | | | | | | | | | | | | | | | | |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 1 - Zemní práce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 3 - Svislé a kompletní konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 4 - Vodorovné konstrukce | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | A - Stavební práce | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 158.180236 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 158.180236 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 1 | Zemní práce | | | | 0 | | | | | | 0 | | 158.170588 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 129001101 | Příplatek k cenám vykopávek za ztížení vykopávky v blízkosti podzemního vedení nebo výbušnin v horninách jakékoliv třídy | m3 | 29.024 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1823579420 |
| | VV | | (36,780+7,196)*0,66 | | 29.024 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 131213701 | Hloubení nezapažených jam ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 36.78 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -537004032 |
| | VV | | 1,5*1,5*0,7+3,5*1,8*0,9+2,5*2,5*1,4+4,5*2,5*1,4+10,0*2,5*1,4"zeleň | | 66.745 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,5*1,5*0,7+2*3,0*1,5*0,9+3,5*1,5*0,9+5*1,8*1,8*0,9+3,5*2,5*1,0+2,5*2,5*1,6"chodník | | 47.73 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*1,3"vozovka | | 8.125 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 122.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 122,600*0,3"třída I/3 ručně | | 36.78 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 3 | K | 131251104 | Hloubení nezapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 85.82 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 128239448 |
| | VV | | 1,5*1,5*0,7+3,5*1,8*0,9+2,5*2,5*1,4+4,5*2,5*1,4+10,0*2,5*1,4"zeleň | | 66.745 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 1,5*1,5*0,7+2*3,0*1,5*0,9++3,5*1,5*0,9+5*1,8*1,8*0,9+3,5*2,5*1,0+2,5*2,5*1,6"chodník | | 47.73 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*1,3"vozovka | | 8.125 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 122.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 122,600*0,7"třída I/3 strojně | | 85.82 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 4 | K | 132212331 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 7.196 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1478841920 |
| | VV | | 0,8*4,2*0,7+0,8*5,5*1,0+0,8*4,8*1,0+0,8*1,0*1,0+1,6*3,6*1,2+1,6*0,7*1,4"zeleň | | 19.872 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,25*0,25*21,4)"odpočet potrubí DN500 | | -4.202 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 0,8*6,0*0,7+1,6*2,3*1,5"chodník | | 8.88 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,15*0,15*8,0)"odpočet potrubí DN300 | | -0.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 23.985 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 23,985*0,3"třída I/3 ručně | | 7.196 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 5 | K | 132251254 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 16.79 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -156518060 |
| | VV | | 0,8*4,2*0,7+0,8*5,5*1,0+0,8*4,8*1,0+0,8*1,0*1,0+1,6*3,6*1,2+1,6*0,7*1,4"zeleň | | 19.872 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,25*0,25*21,4)"odpočet potrubí DN500 | | -4.202 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 0,8*6,0*0,7+1,6*2,3*1,5"chodník | | 8.88 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,15*0,15*8,0)"odpočet potrubí DN300 | | -0.565 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Mezisoučet | | 23.985 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 3 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 23,985*0,7"třída I/3 strojně | | 16.79 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 6 | K | 141721212 | Řízený zemní protlak délky protlaku do 50 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 včetně zatažení trub v hloubce do 6 m průměru vrtu přes 90 do 110 mm | m | 16.6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0027 | 0.044820000000000006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1654720547 |
| | VV | | 16,6"mikrotunel pro kabely PKO | | 16.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | M | 28613902R11 | potrubí plynovodní PE 100RC SDR 11 PN 0,1MPa tyče 12m 110x10mm | m | 17 | | 0 | | | | základní | | 0 | 0.0021 | 0.035699999999999996 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -333321508 |
| 8 | K | 141721214 | Řízený zemní protlak délky protlaku do 50 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 včetně zatažení trub v hloubce do 6 m průměru vrtu přes 140 do 180 mm | m | 16.6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0036 | 0.05976 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 826943647 |
| | VV | | 16,6"mikrotunel PE dn160 pro přeložku STL 2 | | 16.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 9 | M | 28613904R11 | potrubí plynovodní PE 100RC SDR 11 PN 0,1MPa tyče 12m 160x14,6mm | m | 17 | | 0 | | | | základní | | 0 | 0.00434 | 0.07378 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1151603041 |
| 10 | K | 141721347R | Řízené šnekové horizontální vrtání s vtlačením potrubí v hloubce do 6 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 dimenze pro ocelové potrubí délky vrtu přes 20 do 50 m, průměru přes DN 600 do 700 mm | m | 25.6 | | 0 | | | | základní | | 0 | 0.001 | 0.0256 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2007156858 |
| 11 | K | 151101101 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky do 2 m | m2 | 214.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00084 | 0.179928 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 82006770 |
| | VV | | 2*3,5*1,4+2*(2,5+4,5+10,0)*1,9+2*(5,5+4,8+1,0)*1,5+2*3,6*1,7+2*0,7*1,9"zeleň | | 123.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*(2*3,0+3,5+5*1,8)*1,4+2*3,5*1,5+2*2,5*2,1+2*2,3*2,0"chodník | | 82 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*2,5*1,8"vozovka | | 9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 214.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 12 | K | 151101111 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky do 2 m | m2 | 214.2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 533983595 |
| 13 | K | 162211311 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 13.193 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1344001066 |
| | VV | | (36,780+7,196)*0,3 | | 13.193 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 14 | K | 162211319 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m Příplatek za každých dalších 10 m k ceně -1311 | m3 | 26.386 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1046785489 |
| | VV | | 13,193*2 | | 26.386 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 15 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 102.566 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1461319374 |
| | VV | | 36,780+85,820+7,196+16,790"výkopek celkem | | 146.586 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(86,42-42,40)"odpočet zásyp výkopkem zeleň | | -44.02 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 102.566 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 44.02 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 446397314 |
| | VV | | 86,42-42,40"nakládání výkopku pro zához ne mezideponii, zeleň | | 44.02 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 17 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 184.619 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 703081018 |
| | VV | | 102,566*1,8 | | 184.619 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 18 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 73.88 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1575107742 |
| | VV | | 86,42-42,40"zeleň | | 44.02 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 56,61-31,12"chodník | | 25.49 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 8,13-3,76"vozovka | | 4.37 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 73.88000000000001 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | M | 58344171 | štěrkodrť frakce 0/32 | t | 45.882 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 45.882 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1213199883 |
| | VV | | 56,61-31,12"chodník | | 25.49 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 25,49*1,8 | | 45.882 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 20 | M | 58344197 | štěrkodrť frakce 0/63 | t | 7.866 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 7.866 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1758319521 |
| | VV | | 8,13-3,76"vozovka | | 4.37 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 4,37*1,8 | | 7.866 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 21 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 63.032 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1135438855 |
| | VV | | (1,5*1,5+0,8*4,2)*0,31+3,5*1,8*0,52+(2,5*2,5+4,5*2,5+10,*2,5)*0,76"zeleň | | 37.315 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*13,6)"odpočet potrubí dn560 | | -3.35 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (1,5*1,5+2*3,0*1,5+3,5*1,5+0,8*6,0)*0,31+(5*1,8*1,8+3,5*2,5)*0,52+(2,5*2,5+1,6*2,3)*0,76"chodník | | 27.124 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | -(PI*0,28*0,28*4,8)"odpočet potrubí dn560 | | -1.182 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*0,5"vozovka | | 3.125 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 63.032 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 104.003 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 1 | 104.003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 799978614 |
| | VV | | 63,032*1,65 | | 104.003 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 3 | Svislé a kompletní konstrukce | | | | 0 | | | | | | 0 | | 0.009648 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 23 | K | 327313216 | Opěrné zdi a valy z betonu prostého bez zvláštních nároků na vliv prostředí tř. C 16/20 | m3 | 0.64 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 254391207 |
| | VV | | 2*1,0*0,8*0,4"zíklad pod výškovou etáž potrubí | | 0.64 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 24 | K | 327351211 | Bednění opěrných zdí a valů svislých i skloněných, výšky do 20 m zřízení | m2 | 2.88 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00335 | 0.009648 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 843334007 |
| | VV | | 4*1,0*0,4+4*0,8*0,4 | | 2.88 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 25 | K | 327351221 | Bednění opěrných zdí a valů svislých i skloněných, výšky do 20 m odstranění | m2 | 2.88 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -944654633 |
| | D | 4 | Vodorovné konstrukce | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 26 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 9.077 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1774817166 |
| | VV | | (1,5+1,5+3,5*1,8+10,0*2,5+0,8*4,2+1,6*3,6+1,6*0,7)*0,1"zeleň | | 4.454 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | (1,5*1,5+2*3,0*1,5+3,5*1,5+3,5*2,5+2,5*2,5+0,8*6,0+1,6*2,3)*0,1"chodník | | 3.998 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2,5*2,5*0,1"vozovka | | 0.625 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 9.077 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {662374dc-cdb0-42c3-b370-6ca9e00175be} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | M - Práce a dodávky M | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 23-M - Montáže potrubí | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 10 - Plynovody | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20 - Odpoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20-1 - dn315 (balon NTLl) - jáma O1 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20-2 - DN100 (stopl) - jáma O2 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 20-3 - DN500 (stopl) jáma J5 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30 - Propoje | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30-1 - DN100 (stopl) - jáma K2 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30-2 - DN500 (stopl + šoupě) - jáma K3 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 30-3 - dn110 (navrtávka) - jáma K1 | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40 - Mimochody | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40-1 - PE dn90 - 11m | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 40-2 - PE dn315 - 14m | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 50 - Demontáže | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 60 - Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | B - Plynovody | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 1.33457428 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | HSV | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | M | Práce a dodávky M | | | | 0 | | | | | | 0 | | 1.33457428 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 23-M | Montáže potrubí | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 10 | Plynovody | | | | 0 | | | | | | 0 | | 0.9440021599999998 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 230030011 | Montáž trubních dílů přírubových hmotnosti přes 400 do 500 kg | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1921953040 |
| 2 | M | 3.1.500.PR.1 | AVK šoupátko F4 DN 500 PN 10 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1228658803 |
| 3 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1368391021 |
| 4 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -846721062 |
| 5 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 760148308 |
| 6 | M | 29478R | Podložka M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1144144058 |
| 7 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1157361743 |
| 8 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1787024608 |
| 9 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 388924194 |
| 10 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1522283016 |
| 11 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | | 0 | | | | základní | | 0 | 0.014 | 0.014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1503930857 |
| 12 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | | 0 | | | | základní | | 0 | 0.0019 | 0.0019 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -472169079 |
| 13 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -360575043 |
| 14 | K | 230205055 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 110, tl. stěny 6,3 mm | m | 35.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -488365826 |
| 15 | M | 28613902 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 110x6,6mm | m | 36.132 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0021 | 0.07587719999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1975352201 |
| | VV | | 35,08*1,03 | | 36.132 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 16 | M | 28615975 | elektrospojka SDR11 PE 100 PN16 D 110mm | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00072 | 0.00216 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1517735351 |
| 17 | K | 230205181 | Montáž potrubí PE průměru přes 110 mm Ø 560, tl. stěny 31,7 mm | m | 60.9 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1094722013 |
| 18 | M | 28618839R560 | Potrubí plynovodní PE 100 SDR 17 PN 0,4MPa D 560x33mm | m | 62.727 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 67446357 |
| | VV | | 60,9*1,03 | | 62.727 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 19 | M | 28614929R560 | elektrospojka SDR17 PE 100 PN10 D 560mm | kus | 18 | | 0 | | | | základní | | 0 | 0.0072 | 0.1296 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1499727115 |
| 20 | K | 230205256 | Montáž plynovodních trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 110, tl. stěny 10,0 mm | kus | 7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -58164316 |
| 21 | M | 28614588 | elektrozáslepka SDR11 PE 100 PN16 D 110mm KIT | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00091 | 0.00091 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 471589658 |
| 22 | M | 28614949 | elektrokoleno 45° PE 100 PN16 D 110mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00121 | 0.00242 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1281007772 |
| 23 | M | 28614937 | elektrokoleno 90° PE 100 PN16 D 110mm | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00141 | 0.00423 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2099766888 |
| 24 | M | NCL.616181 | FRIALEN - KH d110, PE100, SDR11, kulový kohout, elektro | kus | 1 | | 0 | | | | základní | | 0 | 0.0051 | 0.0051 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1620485206 |
| 25 | K | 230205471 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 500, tl. stěny 28,3 mm | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 184621211 |
| 26 | M | 28614929R500 | elektrospojka SDR17 PE 100 PN10 D 500mm | kus | 3 | | 0 | | | | základní | | 0 | 0.0072 | 0.0216 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 654800358 |
| 27 | M | 28653161R500 | nákružek lemový PE 100 SDR17 500mm | kus | 3 | | 0 | | | | základní | | 0 | 0.0158 | 0.047400000000000005 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -667755287 |
| 28 | K | 230205481 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 560, tl. stěny 31,7 mm | kus | 13 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1760744872 |
| 29 | M | 28615397R560 | záslepka SDR17 PE 100 D 560mm | kus | 3 | | 0 | | | | základní | | 0 | 0.00242 | 0.007259999999999999 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1809625724 |
| 30 | M | 28650117R | oblouk 22° SDR17 PE PN10 D 560mm | kus | 2 | | 0 | | | | základní | | 0 | 0.02007 | 0.04014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2069340687 |
| 31 | M | 28614892R560 | oblouk 90° SDR17 PE 100 PN10 D 560mm | kus | 5 | | 0 | | | | základní | | 0 | 0.0497 | 0.2485 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1702267303 |
| 32 | M | 28615380R560500 | redukce SDR17 PE 100 D 560/500 | kus | 3 | | 0 | | | | základní | | 0 | 0.001 | 0.003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1141950005 |
| 33 | K | 230202032 | Montáž plastové chráničky pro plynovody průměru přes 63 do 110 mm | m | 32 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1192578815 |
| | VV | | 6"O.T. pro drenážní kabel EPD | | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 26"O.T. pro kabely PKO v protlaku DN1000 | | 26 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 32 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 34 | M | 28613902 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 110x6,6mm | m | 32 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0021 | 0.0672 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1819464592 |
| 35 | K | 230202071 | Nasunutí potrubní sekce do chráničky pro plynovody nasouvané potrubí plastové dn do 63 mm | m | 32 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1489719360 |
| | VV | | 6+26"kabely EPD + PKO | | 32 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 36 | K | 230202073 | Nasunutí potrubní sekce do chráničky pro plynovody nasouvané potrubí plastové dn přes 110 do 160 mm | m | 18 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 923803928 |
| | VV | | 18"zatažení do mikrotunelu dn160 | | 18 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 37 | K | 230202078 | Nasunutí potrubní sekce do chráničky nasouvané potrubí plastové dn přes 450 do 560 mm | m | 28.3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1840106903 |
| | VV | | 28,3"zatažení do protlaku DN1000 | | 28.3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 38 | K | 230202187 | Montáž kluzných objímek pro zasunutí potrubí do chráničky pro plynovody výšky 130 mm vnějšího průměru potrubí přes 550 do 600 mm | kus | 17 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00004 | 0.00068 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1079035584 |
| 39 | M | 28655175 | objímka kluzná typ E segment v 130mm | kus | 102 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00068 | 0.06936 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 486433581 |
| 40 | M | 28655175R | zajišťovací páska pro kluzné objímky typ E | kus | 29.893 | | 0 | | | | základní | | 0 | 0.00068 | 0.020327240000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 525585810 |
| | VV | | 17*0,560*3,14 | | 29.893 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 41 | K | 230202225R | Utěsnění čela ochranné trubky přes 63 do 110 mm | kus | 4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1349406658 |
| 42 | K | 230202226 | Utěsnění čela ochranné trubky přes 110 do 160 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1471978939 |
| 43 | K | 230202223R1000 | Montáž manžety na chráničku pro plynovody potrubí ocelového D přes 630 do 720 mm | kus | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1398325142 |
| 44 | M | 28655126R | manžeta chráničky vč. upínací pásky 324x530mm DN 300x500 | kus | 2 | | 0 | | | | základní | | 0 | 0.00266 | 0.00532 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -852514024 |
| 45 | K | 230220031 | Montáž příslušenství plynovodů čichačky na chráničku plynovodu | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1166334175 |
| 46 | K | 230201011 | Montáž potrubí z oceli Ø do 60,3 mm, tl. stěny 2,9 mm | m | 11.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00012 | 0.00138 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1539488825 |
| 47 | M | 55283905 | trubka ocelová bezešvá hladká jakost 11 353 57x2,9mm | m | 11.5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00401 | 0.046114999999999996 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1378099221 |
| 48 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1281883677 |
| 49 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 2 | | 0 | | | | základní | | 0 | 0.014 | 0.028 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1857065294 |
| 50 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 2 | | 0 | | | | základní | | 0 | 0.0019 | 0.0038 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2006097264 |
| 51 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 2 | | 0 | | | | základní | | 0 | 0.00065 | 0.0013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2141515609 |
| 52 | K | 230230081 | Čištění potrubí DN 500 | m | 25.6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1393985835 |
| 53 | K | 359901212R | Monitoring stok (kamerový systém) jakékoli výšky stávající kanalizace | m | 25.6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -976325704 |
| 54 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 102 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0002 | 0.0204 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1575827173 |
| 55 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 60 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00013 | 0.0078 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1203544628 |
| 56 | K | 230250001R1 | Montáž a dodávka kontrolní vývod signalizačního vodiče zemní | kus | 2 | | 0 | | | | základní | | 0 | 0.00359 | 0.00718 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1381155178 |
| 57 | K | 230220016R.1 | Montáž a dodávka odfuku etapy, komplet včetně potrubí a kul. kohoutu | kus | 2 | | 0 | | | | základní | | 0 | 0.00006 | 0.00012 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 441188547 |
| 58 | K | 230220016RPE | Montáž odfuku PE d 63 do poklopu, komplet včetně potrubí a kul. kohoutu | kus | 3 | | 0 | | | | základní | | 0 | 0.00006 | 0.00018 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1617655346 |
| 59 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1649441124 |
| 60 | M | 28614042R63 | tvarovka T-kus navrtávací bez vrtáku SA TL D 250-560/63 mm | kus | 3 | | 0 | | | | základní | | 0 | 0.00098 | 0.00294 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 715024707 |
| 61 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1442931969 |
| 62 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 3 | | 0 | | | | základní | | 0 | 0.014 | 0.042 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1257567427 |
| 63 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 3 | | 0 | | | | základní | | 0 | 0.0019 | 0.0057 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -385355395 |
| 64 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 3 | | 0 | | | | základní | | 0 | 0.00065 | 0.00195 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -475253396 |
| 65 | K | 230210003 | Oprava továrního opláštění a izolace svarů ovinem páskou za studena 2 vrstvy | m2 | 10.946 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00012 | 0.00131352 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1587731109 |
| | VV | | 2*PI*0,508*3"oprava v délce 3 m | | 9.576 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 2*PI*0,109*2"oprava v délce 3 m | | 1.37 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 10.946000000000002 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 66 | M | 343821280R | Izolačí páska Servierap + primer + tmel | m2 | 10.946 | | 0 | | | | základní | | 0 | 0.0002 | 0.0021892 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 93715986 |
| 67 | K | 230210015R | Oprava opláštění ruční asfaltem PROTEGOL | m2 | 2 | | 0 | | | | základní | | 0 | 0.001 | 0.002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -777682877 |
| 68 | M | 235216100R | ochranný nátěr PROTEGOL | kg | 2 | | 0 | | | | základní | | 0 | 0.001 | 0.002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -403825299 |
| | D | 20 | Odpoje | | | | 0 | | | | | | 0 | | 0.028190099999999996 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 20-1 | dn315 (balon NTLl) - jáma O1 | | | | 0 | | | | | | 0 | | 0.02225 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 69 | K | 230200223 | Přerušení průtoku plynu balony vloženými ručně v plastovém potrubí dn do 315 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00029 | 0.00029 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 21308598 |
| 70 | M | 286615395R | Elektrotvar. PE 100 SDR11 tvarovka balonovací SPA TL dn 250 - 560 | ks | 2 | | 0 | | | | základní | | 0 | 0.00136 | 0.00272 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1165372645 |
| 71 | K | 230800R315 | Demontáž potrubí PE pro další použití d 315 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 875043614 |
| 72 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1425346464 |
| 73 | M | 28615397R315 | záslepka SDR17 PE 100 D 315mm | kus | 2 | | 0 | | | | základní | | 0 | 0.00242 | 0.00484 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1835343351 |
| 74 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0072 | 0.0144 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2145817670 |
| | D | 20-2 | DN100 (stopl) - jáma O2 | | | | 0 | | | | | | 0 | | 0.0006737 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 75 | K | 230200100Rst | Jednostranné uzavření STL potrubí DN 100 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -504068392 |
| 76 | M | 286286100Rst | Stoplovací tvarovka FH-S DN 100/108 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2075337579 |
| 77 | M | 286290100Rst | Uzavíratelný bypass DN80 z komory stplovací soupravy DN 100/108 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1219703852 |
| 78 | M | 286510100Rst | Krycí víko STOPL - FV DN 100, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -959388388 |
| 79 | M | 286510111R150 | Balonovací hrdlo FHS pro DN 65 - 150 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 771723278 |
| 80 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 0.679 | | 0 | | | | základní | | 0 | 0.0003 | 0.0002037 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1085020455 |
| | VV | | PI*0,108*2"oprava v délce 2 m | | 0.679 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 81 | K | 230082298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00023 | 0.00023 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 787507782 |
| 82 | K | 230024068 | Montáž trubních dílů přivařovacích hmotnosti přes 10 do 50 kg tř. 11 až 13 Ø 108 mm, tl. 4,5 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00024 | 0.00024 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1473640438 |
| 83 | M | 28610826001 | Přesuvka ukončovací SCHUCK SMU-K PN 16 DN 100 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 319772172 |
| | D | 20-3 | DN500 (stopl) jáma J5 | | | | 0 | | | | | | 0 | | 0.005266399999999999 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 84 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1348883678 |
| 85 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -232113661 |
| 86 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 666520892 |
| 87 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -608188035 |
| 88 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -950915727 |
| 89 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | | 0 | | | | základní | | 0 | 0.0003 | 0.0014364 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1486607218 |
| | VV | | PI*0,508*3"oprava v délce 3 m | | 4.788 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 90 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1136949835 |
| 91 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -204623367 |
| 92 | M | 2862957R | Přesuvka ukončovací SCHUCK SU-K PN 16 DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -163383837 |
| | D | 30 | Propoje | | | | 0 | | | | | | 0 | | 0.0238501 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 30-1 | DN100 (stopl) - jáma K2 | | | | 0 | | | | | | 0 | | 0.0006737 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 93 | K | 230200100Rst | Jednostranné uzavření STL potrubí DN 100 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -573645643 |
| 94 | M | 286286100Rst | Stoplovací tvarovka FH-S DN 100/108 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -211371731 |
| 95 | M | 286290100Rst | Uzavíratelný bypass DN80 z komory stplovací soupravy DN 100/108 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2048930034 |
| 96 | M | 286510100Rst | Krycí víko STOPL - FV DN 100, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1267536620 |
| 97 | M | 286510111R150 | Balonovací hrdlo FHS pro DN 65 - 150 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1213935846 |
| 98 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 0.679 | | 0 | | | | základní | | 0 | 0.0003 | 0.0002037 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1905986044 |
| | VV | | PI*0,108*2"oprava v délce 2 m | | 0.679 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 99 | K | 230082298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00023 | 0.00023 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -98740848 |
| 100 | K | 230024068 | Montáž trubních dílů přivařovacích hmotnosti přes 10 do 50 kg tř. 11 až 13 Ø 108 mm, tl. 4,5 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00024 | 0.00024 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1705133026 |
| 101 | M | 2861419R | Přesuvka SCHUCK SMU PN 16 DN 100 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -684682828 |
| | D | 30-2 | DN500 (stopl + šoupě) - jáma K3 | | | | 0 | | | | | | 0 | | 0.0218164 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 102 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 236769960 |
| 103 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1514519440 |
| 104 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1415721852 |
| 105 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1172568063 |
| 106 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -4403386 |
| 107 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | | 0 | | | | základní | | 0 | 0.0003 | 0.0014364 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -733367202 |
| | VV | | PI*0,508*3"oprava v délce 3 m | | 4.788 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 108 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0006 | 0.0006 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1111482806 |
| 109 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00323 | 0.00323 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1807889301 |
| 110 | M | 1939500R | příruba s krkem DN 500 PN 16 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2030221212 |
| 111 | M | 2862956R | Přesuvka SCHUCK SMU-S PN 16 DN 500 (508) | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1698644374 |
| 112 | K | 230030010 | Montáž trubních dílů přírubových hmotnosti přes 300 do 400 kg | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1627588725 |
| 113 | M | 3.1.500.PR.1 | AVK šoupátko F4 DN 500 PN 10 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1970854697 |
| 114 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -530644511 |
| 115 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1492328079 |
| 116 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1446275915 |
| 117 | M | 29478R | Podložka M 30 nerez | ks | 40 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -793363875 |
| 118 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1795917065 |
| 119 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1222040413 |
| 120 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 367171024 |
| 121 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1084817056 |
| 122 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | | 0 | | | | základní | | 0 | 0.014 | 0.014 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -844974159 |
| 123 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | | 0 | | | | základní | | 0 | 0.0019 | 0.0019 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1655382055 |
| 124 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | | 0 | | | | základní | | 0 | 0.00065 | 0.00065 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -361303341 |
| | D | 30-3 | dn110 (navrtávka) - jáma K1 | | | | 0 | | | | | | 0 | | 0.00136 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 125 | K | 230020R999035 | Vysazení odbočky na PE potrubí do dn 110 mm | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -830272432 |
| 126 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1426043070 |
| 127 | M | 286RKIT560-110 | Elektrotvar. PE 100 SDR11 navrtávací sedlová odbočka SA UNI 450-900 / 110 | ks | 1 | | 0 | | | | základní | | 0 | 0.00136 | 0.00136 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1535322308 |
| | D | 40 | Mimochody | | | | 0 | | | | | | 0 | | 0.1940552 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 40-1 | PE dn90 - 11m | | | | 0 | | | | | | 0 | | 0.0233152 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 128 | K | 230205052 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 90, tl. stěny 8,2 mm | m | 11 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 285461260 |
| 129 | M | 28613900 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 90x5,4mm | m | 11.33 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00144 | 0.016315200000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 882619041 |
| | VV | | 11*1,03 | | 11.33 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 130 | M | 28615974 | elektrospojka SDR11 PE 100 PN16 D 90mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00039 | 0.00156 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1522307623 |
| 131 | K | 230205252 | Montáž trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 90, tl. stěny 8,2 mm | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1464070553 |
| 132 | M | 28653060 | elektrokoleno 90° PE 100 D 90mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00084 | 0.00336 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 899332163 |
| 133 | M | 28615025 | elektrozáslepka SDR11 PE 100 PN16 D 90mm KIT | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00056 | 0.00112 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 111164584 |
| 134 | M | 28653135 | nákružek lemový PE 100 SDR11 90mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00048 | 0.00096 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1840393951 |
| 135 | K | 23025R006080 | Odpoj nebo propoj STL plynovodu DN 80 nebo dn90 uzavřením nebo otevřením uzávěru | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1938140376 |
| 136 | K | 230205000R90 | Demontáž bypassu d90 | soubor | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -649623067 |
| | D | 40-2 | PE dn315 - 14m | | | | 0 | | | | | | 0 | | 0.17074 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 2 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 137 | K | 230205156 | Montáž plynovodního potrubí PE průměru přes 110 mm Ø 315, tl. stěny 17,9 mm | m | 14 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2104474463 |
| 138 | M | 2866332R | Potrubí plynovodní PE 100RC SDR 17 PN 0,4MPa D 315x17,9mm | m | 14.42 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1671611875 |
| | VV | | 14*1,03 | | 14.42 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 3 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 139 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 12 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0072 | 0.0864 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 128 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 2094958578 |
| 140 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1372062448 |
| 141 | M | 28615234R315 | Tvarovka na tupo PE 100 SDR17 záslepka dn 315 | ks | 2 | | 0 | | | | základní | | 0 | 0.0065 | 0.013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -642355295 |
| 142 | M | 28614836 | koleno 90° SDR17 PE 100 PN10 D 315mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0151 | 0.0604 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1103907961 |
| 143 | M | 28653159 | nákružek lemový PE 100 SDR17 315mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00547 | 0.01094 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -252356002 |
| 144 | K | 23025R006300 | Odpoj nebo propoj STL plynovodu DN 300 nebo dn315 uzavřením nebo otevřením uzávěru | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1966922099 |
| 145 | K | 230205000R315 | Demontáž bypassu d315 | soubor | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 3 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -308135114 |
| | D | 50 | Demontáže | | | | 0 | | | | | | 0 | | 0.14447672 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 146 | K | 230081298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti do 10 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00019 | 0.00076 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -514252980 |
| 147 | K | 230201118 | Montáž plynovodních trubních dílů ocelových přivařovacích Ø přes 89 do 114,3, tl. stěny 4,5 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00018 | 0.00036 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1633437385 |
| 148 | M | 55283842 | dno klenuté S235JR PN16 108x4mm DN 100 | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -159408643 |
| 149 | K | 230082353 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 324, tl. 8,0 mm | kus | 11 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00047 | 0.00517 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1112911814 |
| 150 | K | 230201144 | Montáž plynovodních trubních dílů ocelových přivařovacích Ø přes 273 do 324,6 tl. stěny 8 mm | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00148 | 0.01184 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 101131704 |
| 151 | M | 55283870 | dno klenuté S235JR PN16 324x7mm DN 300 | kus | 8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.009 | 0.072 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2120804932 |
| 152 | K | 230082385 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0013 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -765577764 |
| 153 | K | 230800R225 | Demontáž potrubí PE pro další použití d 225 | ks | 2 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1619905611 |
| 154 | K | 230205427 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 225, tl. stěny 20,5 mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1203013022 |
| 155 | M | 28614593 | elektrozáslepka SDR11 PE 100 PN16 D 225mm | kus | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.0045 | 0.009 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1854882633 |
| 156 | K | 230082067 | Demontáž ocelového potrubí do šrotu hmotnosti přes 10 do 50 kg připojovací rozměr Ø 108, tl. 4,5 mm | kus | 26.667 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00016 | 0.004266720000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1317501239 |
| | VV | | 40/1,5 | | 26.667 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 157 | K | 230082122 | Demontáž ocelového potrubí do šrotu hmotnosti přes 10 do 50 kg připojovací rozměr Ø 324, tl. 8,0 mm | kus | 10 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00018 | 0.0018000000000000002 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192580458 |
| | VV | | 10 | | 10 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 158 | K | 230083154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 50 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 30 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00065 | 0.0195 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1855685918 |
| | VV | | 45/1,5 | | 30 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 159 | K | 230084154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 250 do 1000 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 5 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00096 | 0.0048000000000000004 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1558447745 |
| | VV | | 5"kapaáky, šoupata, izolační spoj | | 5 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 160 | K | 230086143 | Demontáž plastového potrubí dn přes 110 do 225 mm | m | 2 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 555911042 |
| 161 | K | 230208513 | Odplynění a inertizace ocelového potrubí DN do 100 mm | m | 65 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00001 | 0.0006500000000000001 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2103408193 |
| 162 | K | 230208516 | Odplynění a inertizace ocelového potrubí DN přes 300 mm | m | 391 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00003 | 0.01173 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -950810907 |
| | VV | | 346"DN300 | | 346 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 45"DN500 | | 45 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 391 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 60 | Ostatní náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 163 | K | 230230018 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 100 | m | 46.8 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 884530976 |
| | VV | | 35,8"plynovod PE dn110 | | 35.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 11"mimochod PE dn90 | | 11 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | Součet | | 46.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 4 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 164 | K | 230230023 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 300 | m | 14 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -528323969 |
| | VV | | 14"mimochod PE dn315 | | 14 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 165 | K | 230230026 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 500 | m | 60.9 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1698877436 |
| | VV | | 60,9"plynovod PE dn560 | | 60.9 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 166 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 121.7 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1591708314 |
| | VV | | 46,8+14,0+60,9 | | 121.7 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 167 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 5.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 881046714 |
| 168 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 5.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 968030255 |
| 169 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 5.7 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -223508788 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {d9ba16ad-9ca4-4f07-9144-d81962beb76c} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
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| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - APKO + EPD | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Ing. Arnošt Polák | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - APKO + EPD | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 5 - Komunikace pozemní | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 8 - Vedení trubní dálková a přípojná | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 9 - Ostatní konstrukce a práce, bourání | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 998 - Přesun hmot | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | PSV - Práce a dodávky PSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 741 - Elektroinstalace - silnoproud | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | M - Práce a dodávky M | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 21-M - Elektromontáže | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 23-M - Montáže potrubí | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | D - Ostatní | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | SO 501.2, SO 502 - STL 2, STL 3, NTL | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Soupis: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | C - APKO + EPD | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | Praha 6 | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | Ing. Arnošt Polák | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 3.1973959999999995 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 2.8244359999999995 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 5 | Komunikace pozemní | | | | 0 | | | | | | 0 | | 1.5004499999999998 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 575191111 | Vsypný makadam VM z kameniva hrubého drceného s rozprostřením, se vsypem z kameniva drceného obaleného asfaltem, po zhutnění tl. 100 mm | m2 | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.215 | 0.645 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2123849365 |
| | VV | | 3 | | 3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 2 | K | 596841220 | Kladení dlažby z betonových nebo kameninových dlaždic komunikací pro pěší s vyplněním spár a se smetením přebytečného materiálu na vzdálenost do 3 m s ložem z cementové malty tl. do 30 mm velikosti dlaždic přes 0,09 m2 do 0,25 m2, pro plochy do 50 m2 | m2 | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.1461 | 0.4383 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 567763958 |
| 3 | M | 59245320 | dlažba chodníková betonová 400x400mm tl 50mm přírodní | m2 | 3.09 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.135 | 0.41715 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1265129835 |
| | VV | | 3 | | 3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 3*1,03 "Přepočtené koeficientem množství | | 3.09 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 8 | Vedení trubní dálková a přípojná | | | | 0 | | | | | | 0 | | 0.0207 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 4 | K | 899722113 | Krytí kabelů z plastů výstražnou fólií z PVC 34cm | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00009 | 0.0207 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1658825486 |
| | D | 9 | Ostatní konstrukce a práce, bourání | | | | 0 | | | | | | 0 | | 1.303286 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 5 | K | 916231113 | Osazení chodníkového obrubníku betonového se zřízením lože, s vyplněním a zatřením spár cementovou maltou ležatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 5.6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.18292 | 1.024352 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -133550461 |
| 6 | M | 59217036 | obrubník parkový betonový 500x80x250mm přírodní | m | 5.768 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.048 | 0.276864 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 8 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 833958139 |
| | VV | | 5,6 | | 5.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 0 | ROZPOCET | | | | | | | | | | | | | | |
| | VV | | 5,6*1,03 "Přepočtené koeficientem množství | | 5.768 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 7 | K | 919726123 | Geotextilie netkaná pro ochranu, separaci nebo filtraci měrná hmotnost přes 300 do 500 g/m2 | m2 | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00069 | 0.00207 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2091810153 |
| | D | 998 | Přesun hmot | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 8 | K | 998272201 | Přesun hmot pro trubní vedení z ocelových trub svařovaných otevřený výkop | t | 2.179 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 721957620 |
| | D | PSV | Práce a dodávky PSV | | | | 0 | | | | | | 0 | | 0.1449 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 2 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 741 | Elektroinstalace - silnoproud | | | | 0 | | | | | | 0 | | 0.1449 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 2 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 9 | K | 741110313 | Montáž trubek ochranných s nasunutím nebo našroubováním do krabic plastových tuhých, uložených volně, vnitřní Ø přes 90 do 133 mm | m | 210 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 16 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1490500549 |
| 10 | M | 34571355 | trubka elektroinstalační ohebná dvouplášťová korugovaná HDPE (chránička) D 93/110mm | m | 210 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00069 | 0.1449 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 32 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -781829243 |
| 11 | K | 741231021 | Montáž svorkovnic do rozváděčů s popisnými štítky se zapojením vodičů na jedné straně nízkonapěťových | kus | 3 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 16 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1744762092 |
| 12 | M | mat.01 | svorkovnice pro EPD | ks | 3 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 32 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | 1067838041 |
| | D | M | Práce a dodávky M | | | | 0 | | | | | | 0 | | 0.22806 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 21-M | Elektromontáže | | | | 0 | | | | | | 0 | | 0.2277 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 13 | K | 210100171 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 2x4 mm2 | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1673447333 |
| 14 | K | 210100173 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 3x4 mm2 | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1641403740 |
| 15 | K | 210100251 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 4x10 mm2 | kus | 6 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -192926991 |
| 16 | M | mat.02 | Smršťovací záklopka 2x4mm2 | ks | 6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1602059335 |
| 17 | M | mat.03 | Smršťovací záklopka 3x2,5mm2 | ks | 6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1989249522 |
| 18 | M | mat.04 | Smršťovací záklopka 4x10mm2 | ks | 6 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -379458783 |
| 19 | K | 210280002 | Zkoušky a prohlídky el rozvodů a zařízení celková prohlídka pro objem montážních prací přes 100 do 500 tis Kč | kus | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2394456 |
| 20 | K | 210812001 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 2x1,5 až 6 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -508986118 |
| 21 | M | 34111012 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 2x4mm2 | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00018 | 0.0414 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 707958069 |
| | VV | | 200*1,15 "Přepočtené koeficientem množství | | 230 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 22 | K | 210812011 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 3x1,5 až 6 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1213683191 |
| 23 | M | 34111036 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 3x2,5mm2 | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00017 | 0.0391 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2130315661 |
| 24 | K | 210812033 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 4x6 až 10 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1702022915 |
| 25 | M | 34111076 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 4x10mm2 | m | 230 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0.00064 | 0.14720000000000003 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1626511803 |
| 26 | K | 210950202 | Příplatek na zatahování kabelů hmotnosti do 2 kg do tvárnicových tras a kolektorů | m | 690 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192684957 |
| | VV | | 230*3 | | 690 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| 27 | K | mont.01 | Ostatní drobný instalační materiál (svorka zemnícího pásku, štítky, spojovací materiál apod.) | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 311409401 |
| 28 | K | mont.02 | Aluminotermické navaření kabelu, vč. patrony syst. Cadweld | kus | 26 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2047115691 |
| | VV | | 18+8 | | 26 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VV | 2 | 2 | True | 1 | ROZPOCET | | | | | | | | | | | | | | |
| | D | 23-M | Montáže potrubí | | | | 0 | | | | | | 0 | | 0.00036 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 3 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 29 | K | 230250038 | Montáž snímací elektrody MS 100 | kus | 4 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1127264755 |
| 30 | M | mat.06 | Sonda měřící MS110 | ks | 4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2037168961 |
| 31 | K | 2302500R1 | Montáž prefabrikovaného základu MTO | kus | 1 | | 0 | | | | základní | | 0 | 0.00036 | 0.00036 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1068475396 |
| 32 | M | mat.05 | prefabrikovaný základ MTO | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 256 | | M | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1687135300 |
| 33 | K | mont.03 | D+M spojovacího materiálu MTO | kus | 4 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 64 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1186740981 |
| | D | D | Ostatní | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 34 | K | ost-1 | Mimostaveništní doprava materiálu a osob | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2055384529 |
| 35 | K | ost-2 | Nastavení EPD na nové provozní podmínky a koordinace s PPD | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -469325587 |
| 36 | K | ost-3 | Monitoring související s nastavením EPD na nové provozní podmínky (á 24 hod) | ks | 10 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1542010219 |
| 37 | K | ost-4 | Geodetické zaměření | ks | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1926651455 |
| 38 | K | ost-5 | Revize, předání stavby | kpl | 1 | | 0 | | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 1 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1309044621 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {8a83d0fb-0291-4f7e-8206-ec94ced534cb} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | ON - Ostatní náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | ON - Ostatní náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | HSV - Práce a dodávky HSV | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 800 - Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | ON - Ostatní náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | HSV | Práce a dodávky HSV | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | 800 | Ostatní náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 800100100r | Zajištění dopravně inženýrského rozhodnutí + případného prodloužení VP + případné prodloužení Smlouvy o výpůjčce | soubor | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1301791177 |
| 2 | K | 945211222R | Demontáž stávající ocelové lávky včetně betonových základů bude provedena po předchozím odpojení a odstranění potrubního vedení. Konstrukce bude postupně rozebrána na jednotlivé části za využití autojeřábu a řezací techniky. Demontované prvky budou odvezeny k likvidaci. Práce budou prováděny s ohledem na ochranu vodního toku a okolního prostředí. | soubor | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 4 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1521695065 |
| 3 | K | OST06 | Zkoušky hutnění - celá stavba | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 512 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 512 | -957562187 |
| 4 | K | 072130001r | Zpracování povodňového plánu | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1104167173 |
| 5 | K | 012164000r | Vytyčení a zaměření inženýrských sítí | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1464277738 |
| 6 | K | 013244000r | Náklady na dopracování realizační projektové dokumentace | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -148695209 |
| 7 | K | 013254000r | Dokumentace skutečného provedení stavby | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 735216684 |
| 8 | K | 034303000r | Náklady na dopravní značení po dobu stavby | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 1375363855 |
| 9 | K | 045203000r | Kompletační činnost | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -670607032 |
| 10 | K | 049002000r | Hlavní tituly průvodních činností a nákladů inženýrská činnost ostatní inženýrská činnost | kpl | 1 | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 16 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | 493666298 |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | {d99ea516-edac-4fed-82e2-db07e38c511d} | | | | | | | | | | | | | | | | | | | |
| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2 | | | | | | | | | | | | | | | | | | | |
| | KRYCÍ LIST SOUPISU PRACÍ | | | | | | | | | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | False | | | | | | | | | | | | | | | | | | | |
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| | Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | VRN - Vedlejší rozpočtové náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | KSO: | | | | | CC-CZ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Místo: | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Zadavatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Uchazeč: | | | | | IČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Vyplň údaj | | | | DIČ: | Vyplň údaj | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zpracovatel: | | | | | IČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | DIČ: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Poznámka: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Náklady z rozpočtu | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Ostatní náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena bez DPH | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | Základ daně | | | Sazba daně | Výše daně | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | DPH | základní | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | snížená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | zákl. přenesená | 0 | | | 0.21 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | sníž. přenesená | 0 | | | 0.12 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | nulová | 0 | | | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Cena s DPH | | | v | CZK | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Projektant | | | Zpracovatel | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Objednavatel | | | Uchazeč | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | Datum a podpis: | | Razítko | Datum a podpis: | | | Razítko | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | VRN - Vedlejší rozpočtové náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Kód dílu - Popis | | | | | | | Cena celkem [CZK] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 1) Náklady ze soupisu prací | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | -1 | | | | | | | | | | | | | | | | | | |
| | VRN - Vedlejší rozpočtové náklady | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | VRN3 - Zařízení staveniště | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | VRN6 - Územní vlivy | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | VRN7 - Provozní vlivy | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| 2) Ostatní náklady | | | | | | | 0 | | | | DPH | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | Zařízení staveniště | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Mimostav. doprava | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Územní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Provozní vlivy | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Ostatní | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | VRN | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
| | Kompletační činnost | | | | | | 0 | | | | snížená | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | KOMPLETACNA | | | | | | 0 | 0 | 0 | 0 | 0 | 2 | | | |
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| Celkové náklady za stavbu 1) + 2) | | | | | | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| SOUPIS PRACÍ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Stavba: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | Most Evropská S028, č. akce 1000253 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Objekt: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | VRN - Vedlejší rozpočtové náklady | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Místo: | | | | | | Datum: | 11. 5. 2026 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Zadavatel: | | | | | | Projektant: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Uchazeč: | | | Vyplň údaj | | | Zpracovatel: | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | | | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Náklady soupisu celkem | | | | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | | | D | -1 | | | | | | | | | | | | | | | | 0 | | |
| | D | VRN | Vedlejší rozpočtové náklady | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 5 | | D | 0 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| | D | VRN3 | Zařízení staveniště | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 5 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 1 | K | 030001000 | Zařízení staveniště | % | | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1680280186 |
| | D | VRN6 | Územní vlivy | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 5 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 2 | K | 060001000 | Územní vlivy | % | | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 973726701 |
| | D | VRN7 | Provozní vlivy | | | | 0 | | | | | | 0 | | 0 | | 0 | | | | | | | | | | | | | | | | | | | | | | | | 5 | | D | 1 | | | | ROZPOCET | | | | | | | | | | | | 0 | | |
| 3 | K | 070001000 | Provozní vlivy | % | | | 0 | CS ÚRS 2026 01 | | | základní | | 0 | 0 | 0 | 0 | 0 | | | | | | | | | | | | | | | | | | | | | | | | 1024 | | K | 2 | | | | ROZPOCET | | | | | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 210849227 |
| Export Komplet | 2.0 | ZAMOK | False | False | {0abaf246-03dc-4573-a3b7-59cef5a05457} | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 0,01 | 21 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 0,01 | 12 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE STAVBY | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | Návod na vyplnění | 0,001 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód: | 1057 | Měnit lze pouze buňky se žlutým podbarvením! 1) na prvním listu Rekapitulace stavby vyplňte v sestavě a) Souhrnný list - údaje o Uchazeči (přenesou se do ostatních sestav i v jiných listech) b) Rekapitulace objektů - potřebné Ostatní náklady 2) na vybraných listech vyplňte v sestavě a) Krycí list - údaje o Uchazeči, pokud se liší od údajů o Uchazeči na Souhrnném listu (údaje se přenesou do ostatních sestav v daném listu) b) Rekapitulace rozpočtu - potřebné Ostatní náklady c) Celkové náklady za stavbu - ceny u položek - množství, pokud má žluté podbarvení - a v případě potřeby poznámku (ta je ve skrytém sloupci) | 0,01 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | Most Evropská S028, č. akce 1000253 | 0,01 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | 0,01 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | 0,01 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 0,01 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | 0,01 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | 0,01 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 0,01 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | 0,01 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | 0,01 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | True | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 0,01 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | 0,01 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | False | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis prací je sestaven s využitím Cenové soustavy ÚRS. Položky, které pochází z této cenové soustavy, jsou ve sloupci 'Cenová soustava' označeny popisem 'CS ÚRS' a úrovní příslušného kalendářního pololetí. Veškeré další informace vymezující popis a podmínky použití těchto položek z Cenové soustavy, které nejsou uvedeny přímo v soupisu prací, jsou neomezeně dálkově k dispozici na webu podminky.urs.cz. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sazba daně | Základ daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0.21 | 0 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0.12 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0.21 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0.12 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE OBJEKTŮ STAVBY A SOUPISŮ PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód: | 1057 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | Most Evropská S028, č. akce 1000253 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Informatívní údaje z listů zakázek | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Zpracovatel: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód | Popis | Cena bez DPH [CZK] | Cena s DPH [CZK] | Typ | z toho Ostat. náklady [CZK] | DPH [CZK] | Normohodiny [h] | DPH základní [CZK] | DPH snížená [CZK] | DPH základní přenesená [CZK] | DPH snížená přenesená [CZK] | Základna DPH základní | Základna DPH snížená | Základna DPH zákl. přenesená | Základna DPH sníž. přenesená | Základna DPH nulová | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtů | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | D | 0 | ###NOIMPORT### | IMPORT | {0abaf246-03dc-4573-a3b7-59cef5a05457} | {00000000-0000-0000-0000-000000000000} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | SO 001 | Stavební jámy | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | IMPORT | {3e341aa2-4360-4a45-a94c-e7319292c864} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | SO 101 | Obnova dotčených povrchů | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | IMPORT | {34e83eee-9bb1-43e4-bf16-a7ab0cc90a42} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | SO 301 | Přeložka vodovodu DN 500 | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | IMPORT | {3d8461ba-09a5-4fdd-ac29-8eb06d9bd73d} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | SO 301.1 | Přeložka přípojky d63 | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | IMPORT | {04ec0d71-a4b3-4163-bc12-2fcebfff1b28} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | SO 302 | Přeložka vodovodu DN 150 | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | IMPORT | {513491a1-b301-44d7-be25-1de872a94055} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 | STL 1 | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | D | 1 | ###NOIMPORT### | IMPORT | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | A | Stavební práce | 0 | 0 | Soupis | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2 | IMPORT | {26d16e7d-173f-4e50-919f-f1fbfbc4d3bf} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | B | Plynovody | 0 | 0 | Soupis | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2 | IMPORT | {efcb3499-2a3c-4ccd-8cfd-db7653b6819b} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | C | Přípojky | 0 | 0 | Soupis | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2 | IMPORT | {04569ffc-c761-4f5d-b0c4-7001b173fbed} | {a4b3dbb1-0da0-4399-8760-5bdbe526db13} | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 | STL 2, STL 3, NTL | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | D | 1 | ###NOIMPORT### | IMPORT | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | A | Stavební práce | 0 | 0 | Soupis | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2 | IMPORT | {5fe693ac-1ee4-4a00-82f0-623f2b0cb36b} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | B | Plynovody | 0 | 0 | Soupis | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2 | IMPORT | {662374dc-cdb0-42c3-b370-6ca9e00175be} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | C | APKO + EPD | 0 | 0 | Soupis | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 2 | IMPORT | {d9ba16ad-9ca4-4f07-9144-d81962beb76c} | {59c5f9d2-a789-4705-8d06-ad1083b0892e} | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | ON | Ostatní náklady | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | IMPORT | {8a83d0fb-0291-4f7e-8206-ec94ced534cb} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| / | VRN | Vedlejší rozpočtové náklady | 0 | 0 | STA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | IMPORT | {d99ea516-edac-4fed-82e2-db07e38c511d} | {0abaf246-03dc-4573-a3b7-59cef5a05457} | 2 |
| {3e341aa2-4360-4a45-a94c-e7319292c864} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 001 - Stavební jámy | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 001 - Stavební jámy | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 - Zemní práce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 - Zakládání | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 - Vodorovné konstrukce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 997 - Doprava suti a vybouraných hmot | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 998 - Přesun hmot | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 001 - Stavební jámy | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 339.87018174 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 339.87018174 | 0 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 1 | Zemní práce | 0 | 0 | 112.80220898000002 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 115101200R | Čerpání vody na dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | 0 | základní | 0 | 0.00004 | 0.00004 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -844565888 | |||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapazených jam | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Čerpání podzemní vody z výkopu | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "1 x komplet" 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 115101302R | Pohotovost záložní čerpací soupravy pro dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 371350857 | |||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapazených jam | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Čerpání podzemní vody z výkopu | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "1 x komplet" 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | K | 129951123 | Bourání konstrukcí v odkopávkách a prokopávkách strojně s přemístěním suti na hromady na vzdálenost do 20 m nebo s naložením na dopravní prostředek z betonu železového nebo předpjatého | m3 | 13.12 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -102256817 | ||||||||||||||||||||||||||||||||||||
| VV | 0,2*(2,8*4+2,8*8+4*8)"ŽB deska" | 13.12 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 | K | 131151204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 1 a 2 přes 100 do 500 m3 | m3 | 43.924 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1239412861 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | 139.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | 127.008 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | 202.86 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | 241.668 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | 167.832 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 878.4720000000001 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 878,472*0,05"přepočtené koef.množství | 43.924 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 | K | 131251204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 395.312 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 259051534 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | 139.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | 127.008 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | 202.86 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | 241.668 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | 167.832 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 878.4720000000001 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 878,472*0,45"přepočtené koef.množství | 395.312 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6 | K | 131351204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 100 do 500 m3 | m3 | 263.542 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 745192089 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | 139.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | 127.008 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | 202.86 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | 241.668 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | 167.832 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 878.4720000000001 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 878,472*0,3"přepočtené koef.množství | 263.542 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7 | K | 131451204 | Hloubení zapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 5 přes 100 do 500 m3 | m3 | 175.694 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1132236008 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | 139.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | 127.008 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | 202.86 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | 241.668 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | 167.832 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 878.4720000000001 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 878,472*0,2"přepočtené koef.množství | 175.694 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 | K | 153112111 | Zřízení beraněných stěn z ocelových štětovnic z terénu nastražení štětovnic ve standardních podmínkách, délky do 10 m | m2 | 247.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00015 | 0.037079999999999995 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1118818696 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímka 1 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 1 " 2*(8,4+3,6)*(10+0,3) | 247.2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 247.2 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | K | 153112112 | Zřízení beraněných stěn z ocelových štětovnic z terénu nastražení štětovnic ve standardních podmínkách, délky přes 10 m | m2 | 1091.04 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00015 | 0.16365599999999997 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2034379951 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 " 2*(4,8+3,6)*(12+0,3) | 206.64 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3a" 2*(3+8,4)*(13+0,3) | 303.24 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b" 2*(4,2+8,4)*(12+0,3) | 309.96 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 4" 2*(8,4+3,6)*(11+0,3) | 271.2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1091.04 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 | K | 153112123 | Zřízení beraněných stěn z ocelových štětovnic z terénu zaberanění štětovnic ve standardních podmínkách, délky do 12 m | m2 | 1008 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 150907849 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 1 " 2*(8,4+3,6)*10 | 240 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 " 2*(4,8+3,6)*12 | 201.6 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b" 2*(4,2+8,4)*12 | 302.4 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 4" 2*(8,4+3,6)*11 | 264 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1008 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 11 | K | 153112124 | Zřízení beraněných stěn z ocelových štětovnic z terénu zaberanění štětovnic ve standardních podmínkách, délky do 16 m | m2 | 296.4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1316922367 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 3a | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3a" 2*(3+8,4)*13 | 296.4 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 296.4 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 12 | M | 15920311R | štětovnice ocelová VL 604 | t | 99.266 | 0 | základní | 0 | 1 | 99.266 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -772622999 | |||||||||||||||||||||||||||||||||||||
| VV | "štětovnice VL604 -0,1218t/m2" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (247,2+1091,04)*0,1218 | 162.998 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 162.998 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "15 % trvalé"162,998*0,15 | 24.45 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "54 % obratovost"162,998*0,85*0,54 | 74.816 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 99.266 | VV | 2 | 3 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 13 | K | 153113113 | Vytažení stěn z ocelových štětovnic zaberaněných z terénu délky do 12 m ve standardních podmínkách, zaberaněných na hloubku do 12 m | m2 | 1008 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 243046256 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 1 " 2*(8,4+3,6)*10 | 240 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 " 2*(4,8+3,6)*12 | 201.6 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b" 2*(4,2+8,4)*12 | 302.4 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 4" 2*(8,4+3,6)*11 | 264 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1008 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 14 | K | 153113141 | Vytažení stěn z ocelových štětovnic zaberaněných z terénu délky přes 12 m ve standardních podmínkách, zaberaněných na hloubku do 12 m | m2 | 296.4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -875114449 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 3a | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3a" 2*(3+8,4)*13 | 296.4 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 296.4 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 15 | K | 153116112 | Kleštiny nebo převázky pro hradící stěny beraněné, nasazené, tabulové z oceli jakéhokoliv druhu z terénu montáž | t | 24.402 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00577 | 0.14079954 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 719029321 | ||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | 1.857 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | 0.563 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | 1.553 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | 2.111 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | 2.864 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | 3.352 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8*92,086/1000 | 0.737 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | 0.991 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | 2.741 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | 3.182 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8*92,086/1000 | 0.737 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | 0.991 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | 2.16 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | 0.563 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 24.401999999999997 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 16 | M | 13010760 | ocel profilová jakost S235JR (11 375) průřez IPE 300 | t | 1.003 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 1.003 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 658553038 | ||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | 1.857 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,857*0,54"přepočtené koeficientem množství" | 1.003 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 17 | M | 13010762 | ocel profilová jakost S235JR (11 375) průřez IPE 330 | t | 1.166 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 1.166 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1455974048 | ||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | 2.16 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2,16*0,54"přepočtené koeficientem množství" | 1.166 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 18 | M | 13011016 | ocel profilová jakost S235JR (11 375) průřez IPE 360 | t | 2.319 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 2.319 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -21665947 | ||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | 1.553 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | 2.741 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 4.2940000000000005 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,294*0,54"přepočtené koeficientem množství" | 2.319 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 19 | M | 13011017 | ocel profilová jakost S235JR (11 375) průřez IPE 400 | t | 3.265 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 3.265 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -680708258 | ||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | 2.864 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | 3.182 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 6.045999999999999 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 6,046*0,54"přepočtené koeficientem množství" | 3.265 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 | M | 13011018R | ocel profilová jakost S235JR (11 375) průřez IPE 450 | t | 2.95 | 0 | základní | 0 | 1 | 2.95 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1215003289 | |||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | 2.111 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | 3.352 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 5.463 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 5,463*0,54"přepočtené koeficientem množství" | 2.95 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 21 | M | 55283928R | trubka ocelová bezešvá hladká jakost 11 353 194x16,0mm | m | 8.64 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.07042 | 0.6084288 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1721192030 | ||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8 | 8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8 | 8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 16 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 16*0,54"přepočtené koeficientem množství" | 8.64 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 22 | M | 14011108R | trubka ocelová bezešvá hladká jakost 11 353 245x16,0mm | m | 8.64 | 0 | základní | 0 | 0.09208 | 0.7955712 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 804675136 | |||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8 | 8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8 | 8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 16 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 16*0,54"přepočtené koeficientem množství" | 8.64 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23 | M | 14011112R | trubka ocelová bezešvá hladká jakost 11 353 324x16,0mm | m | 8.64 | 0 | základní | 0 | 0.12385 | 1.0700640000000001 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2110488742 | |||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8 | 8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8 | 8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 16 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 16*0,54"přepočtené koeficientem množství" | 8.64 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 24 | K | 153116113 | Kleštiny nebo převázky pro hradící stěny beraněné, nasazené, tabulové z oceli jakéhokoliv druhu z terénu demontáž | t | 24.402 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00072 | 0.017569440000000002 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -486718515 | ||||||||||||||||||||||||||||||||||||
| VV | Stavební jámy-zapažení | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 1-vodorovná převázka z 2 x IPE300"2*2*(3+8)*42,2/1000 | 1.857 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 1 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | 0.563 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 2-vodorovná převázka z 2 x IPE360-horní rám"2*2*(2,8+4)*57,1/1000 | 1.553 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 2-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+4)*77,6/1000 | 2.111 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a-vodorovná převázka z 2 x IPE400-horní rám"2*2*(2,8+8)*66,3/1000 | 2.864 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a-vodorovná převázka z 2 x IPE450-střední rám"2*2*(2,8+8)*77,6/1000 | 3.352 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 245/16"8*92,086/1000 | 0.737 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3a - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | 0.991 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b-vodorovná převázka z 2 x IPE360-horní rám"2*2*(4+8)*57,1/1000 | 2.741 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b-vodorovná převázka z 2 x IPE400-střední rám"2*2*(4+8)*66,3/1000 | 3.182 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b - rozpěra uprostřed delši strany jámy z TR 245/16"8*92,086/1000 | 0.737 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 3b - rozpěra uprostřed delší strany jámy z TR 324/16"8*123,854/1000 | 0.991 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 4-vodorovná převázka z 2 x IPE330"2*2*(3+8)*49,1/1000 | 2.16 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jáma 4 - rozpěra uprostřed delší strany jámy z TR 194/16"8*70,42/1000 | 0.563 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 24.401999999999997 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 25 | K | 161151104 | Svislé přemístění výkopku strojně bez naložení do dopravní nádoby avšak s vyprázdněním dopravní nádoby na hromadu nebo do dopravního prostředku z horniny třídy těžitelnosti I skupiny 1 až 3 při hloubce výkopu přes 8 do 12 m | m3 | 307.465 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -955294816 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15)*0,5 | 69.552 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15)*0,5 | 63.504 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15)*0,5 | 101.43 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15)*0,5 | 120.834 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15)*0,5 | 83.916 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 439.23600000000005 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn: dle pravidel ÚRS/ceník 800-1/příl.5: tabulka pro určení podílu svislého přemístění | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 439,236*0,7"přepočtené koef.množství | 307.465 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 26 | K | 161151114 | Svislé přemístění výkopku strojně bez naložení do dopravní nádoby avšak s vyprázdněním dopravní nádoby na hromadu nebo do dopravního prostředku z horniny třídy těžitelnosti II skupiny 4 a 5 při hloubce výkopu přes 8 do 12 m | m3 | 307.465 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1691565906 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15)*0,5 | 69.552 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15)*0,5 | 63.504 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15)*0,5 | 101.43 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15)*0,5 | 120.834 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15)*0,5 | 83.916 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 439.23600000000005 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn: dle pravidel ÚRS/ceník 800-1/příl.5: tabulka pro určení podílu svislého přemístění | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 439,236*0,7"přepočtené koef.množství | 307.465 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 27 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 1003.016 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 618897734 | ||||||||||||||||||||||||||||||||||||
| VV | 1003,016"zásyp" | 1003.016 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 28 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 634.704 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1905458797 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | 139.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | 127.008 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | 202.86 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | 241.668 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | 167.832 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 878.4720000000001 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 878,472*0,5"přepočtené koef.množství | 439.236 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | likvidace výkopku ze zemních vrtů | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 195,468 | 195.468 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | součet | 634.704 | VV | 2 | 3 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 29 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 6347.04 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 757361036 | ||||||||||||||||||||||||||||||||||||
| VV | 634,704*10 | 6347.04 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 634.704 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1225748567 | ||||||||||||||||||||||||||||||||||||
| VV | Hloubení zapažených jam: Jímky 1,2, 3a, 3b a 4 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 1 x hloubka výkopu" 30,24*(4,75-0,15) | 139.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 2 x hloubka výkopu" 17,28*(7,5-0,15) | 127.008 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3a x hloubka výkopu" 25,2*(8,2-0,15) | 202.86 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 3b x hloubka výkopu" 35,28*(7-0,15) | 241.668 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "půdorysná plocha jímky 4 x hloubka výkopu" 30,24*(5,7-0,15) | 167.832 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 878.4720000000001 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 878,472*0,5"přepočtené koef.množství | 439.236 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | likvidace výkopku ze zemních vrtů | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 195,468 | 195.468 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | součet | 634.704 | VV | 2 | 3 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 31 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 6347.04 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2104723312 | ||||||||||||||||||||||||||||||||||||
| VV | 634,704*10 | 6347.04 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 32 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 195.468 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2085906150 | ||||||||||||||||||||||||||||||||||||
| VV | likvidace výkopku ze zemních vrtů | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | naložení pro odvoz na skládku-cca 2/3 objemu se nachází mimo započítaný objem jímek | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | předvrtávky DN 880 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 - 24 vrt, hl. 12 m" 24*12*3,14*0,44*0,44*0,85*0,666*0,5 | 49.555 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímky 3a - 32 vrt, hl. 13 m" 32*13*3,14*0,44*0,44*0,85*0,666*0,5 | 71.58 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b - 36 vrt, hl. 12 m"36*12 *3,14*0,44*0,44*0,85*0,666*0,5 | 74.333 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 195.468 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 33 | K | 167151101.1 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 1003.016 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 583570582 | ||||||||||||||||||||||||||||||||||||
| VV | 1003,016"zásyp" | 1003.016 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 34 | K | 167151102 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti II, skupiny 4 a 5 | m3 | 195.468 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 576724728 | ||||||||||||||||||||||||||||||||||||
| VV | likvidace výkopku ze zemních vrtů | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | naložení pro odvoz na skládku-cca 2/3 objemu se nachází mimo započítaný objem jímek | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | předvrtávky DN 880 | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 - 24 vrt, hl. 12 m" 24*12*3,14*0,44*0,44*0,85*0,666*0,5 | 49.555 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímky 3a - 32 vrt, hl. 13 m" 32*13*3,14*0,44*0,44*0,85*0,666*0,5 | 71.58 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b - 36 vrt, hl. 12 m"36*12 *3,14*0,44*0,44*0,85*0,666*0,5 | 74.333 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 195.468 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 35 | K | 997013873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 2538.816 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1308942696 | ||||||||||||||||||||||||||||||||||||
| VV | 2*634,704*2 | 2538.816 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn.: zvodněla zemina nebude vhodná ke zpětnému zásypu a uvažujeme jí odvážet rovnou na skládku | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn.: kašovité zeminy - tonáž 2,0 t/m3 dle tab."Objemové hmotnosti vybraných materiálů"-část 1B zeminy | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 36 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 1003.016 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1265353876 | ||||||||||||||||||||||||||||||||||||
| VV | 43,924+395,312+263,542+2*87,847"hloubení jam" | 878.472 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 195,468+156,374+39,094"zemina z vrtů" | 390.936 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -251,001/1,1"jílocement" | -228.183 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -1,6*1,6*0,2"betonová deska pod ČŠ" | -0.512 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -3,14*0,56*0,56*7"ČŠ" | -6.893 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -0,384-1,7*0,1*(6,4+8+4,8)"lože pod potrubí v rámci jam" | -3.648 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -1,7*(0,532+0,3)*(6,4+8+4,8)"obsyp potrubí DN 500 v rámci jam" | -27.156 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1003.0160000000001 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 37 | M | 58331200 | štěrkopísek netříděný | t | 2060.295 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -509111494 | ||||||||||||||||||||||||||||||||||||
| VV | 1,23*1,67*1003,016 | 2060.295 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 2 | Zakládání | 0 | 0 | 193.14240863999999 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 38 | K | 226213312 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. II | m | 56.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00016 | 0.009088 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -597133727 | ||||||||||||||||||||||||||||||||||||
| VV | "předvrty DN880 u jímek J2 a J3" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 " 24*12 | 288 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímky 3a" 32*13 | 416 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b"36*12 | 432 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1136 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1136*0,05"přepočtené koef.množství" | 56.8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 39 | K | 226213313 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. III | m | 511.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00017 | 0.08690400000000001 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 4775906 | ||||||||||||||||||||||||||||||||||||
| VV | "předvrty DN 880 u jímek J2 a J3" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 " 24*12 | 288 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímky 3a" 32*13 | 416 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b"36*12 | 432 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1136 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1136*0,45"přepočtené koef.množství | 511.2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40 | K | 226213314 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. IV | m | 340.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00019 | 0.064752 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1590226437 | ||||||||||||||||||||||||||||||||||||
| VV | "předvrty DN 880 u jímek J2 a J3" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 " 24*12 | 288 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímky 3a" 32*13 | 416 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b"36*12 | 432 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1136 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1136*0,3"přepočtené koef.množství | 340.8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 41 | K | 226213315 | Velkoprofilové vrty náběrovým vrtáním svislé zapažené ocelovými pažnicemi průměru přes 850 do 1050 mm, v hl od 0 do 20 m v hornině tř. V | m | 227.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00023 | 0.052256 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -352433699 | ||||||||||||||||||||||||||||||||||||
| VV | "předvrty DN 880 u jímek J2 a J3" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 " 24*12 | 288 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímky 3a" 32*13 | 416 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b"36*12 | 432 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1136 | VV | 2 | 4 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pozn. rozděleno zatřídení hornin takto: | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 1-2 = 5% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 3 = 45% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 4 = 30% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | hor. tř. 5 = 20% | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1136*0,2"přepočtené koef.množství | 227.2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 42 | K | 261121911 | Samotuhnoucí jílocementová výplň podzemní stěny doplnění samotuhnoucí jílocementové výplně | m3 | 251.001 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.76864 | 192.92940864 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1431930130 | ||||||||||||||||||||||||||||||||||||
| VV | "vsakovací ztráty 10%" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "předvrty DN880 u jímek J2 a J3" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 2 " 24*1,1*3,14*0,44*0,44*4,5*0,85 | 61.386 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímky 3a" 32*1,1*3,14*0,44*0,44*4,8*0,85 | 87.305 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "jímka 3b"36*1,1*3,14*0,44*0,44*5*0,85 | 102.31 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 251.001 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 4 | Vodorovné konstrukce | 0 | 0 | 33.92556412 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 43 | K | 452321151 | Podkladní a zajišťovací konstrukce z betonu železového v otevřeném výkopu bez zvýšených nároků na prostředí desky pod potrubí, stoky a drobné objekty z betonu tř. C 20/25 | m3 | 13.12 | 0 | CS ÚRS 2026 01 | základní | 0 | 2.50187 | 32.8245344 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 189710525 | ||||||||||||||||||||||||||||||||||||
| VV | jímky 2, 3a a 3b | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 0,2*(2,8*4+2,8*8+4*8) | 13.12 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 44 | K | 452368211 | Výztuž podkladních desek, bloků nebo pražců v otevřeném výkopu ze svařovaných sítí typu Kari | t | 1.036 | 0 | CS ÚRS 2026 01 | základní | 0 | 1.06277 | 1.10102972 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 886527860 | ||||||||||||||||||||||||||||||||||||
| VV | jímky 2, 3a a 3b, kari síť, oka 100/100, 8,0mm | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*(2,8*4+2,8*8+4*8)*7,9/1000 | 1.036 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 997 | Doprava suti a vybouraných hmot | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 45 | K | 997221571 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost do 1 km | t | 31.488 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -619733323 | ||||||||||||||||||||||||||||||||||||
| VV | 13,12*2,4"ŽB deska" | 31.488 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 46 | K | 997221579 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 598.272 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -863685591 | ||||||||||||||||||||||||||||||||||||
| VV | 31,488*19 | 598.272 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 47 | K | 997221612 | Nakládání na dopravní prostředky pro vodorovnou dopravu vybouraných hmot | t | 31.488 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -482319261 | ||||||||||||||||||||||||||||||||||||
| VV | 31,488 | 31.488 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 48 | K | 997221862 | Poplatek za předání stavebního odpadu recyklačnímu zařízení z armovaného betonu zatříděného do Katalogu odpadů pod kódem 17 01 01 | t | 31.488 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 701074127 | ||||||||||||||||||||||||||||||||||||
| VV | 31,488 | 31.488 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 998 | Přesun hmot | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 49 | K | 998003111 | Přesun hmot zvláštního zakládání pro piloty, kůly, jehly, zápory, štětové nebo tabulové stěny ocelové nebo dřevěné, zřizované z terénu | t | 339.87 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1777840769 |
| {34e83eee-9bb1-43e4-bf16-a7ab0cc90a42} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 101 - Obnova dotčených povrchů | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 101 - Obnova dotčených povrchů | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 - Zemní práce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 - Vodorovné konstrukce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 - Komunikace pozemní | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 - Ostatní konstrukce a práce, bourání | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 997 - Doprava suti a vybouraných hmot | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 998 - Přesun hmot | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 101 - Obnova dotčených povrchů | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 407.07879271999997 | 1443.6534 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 407.07879271999997 | 1443.6534 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 1 | Zemní práce | 0 | 0 | 0.07479 | 1260.252 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 113106023 | Rozebrání dlažeb a dílců při překopech inženýrských sítí s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek ručně komunikací pro pěší s ložem z kameniva nebo živice a s výplní spár ze zámkové dlažby | m2 | 681.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.26 | 177.19 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 871713378 | ||||||||||||||||||||||||||||||||||||
| VV | 681,5"výkaz výměr, DVZ,chodník" | 681.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 113107112 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek z kameniva těženého, o tl. vrstvy přes 100 do 200 mm | m2 | 868 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.3 | 260.4 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1423454849 | ||||||||||||||||||||||||||||||||||||
| VV | 713+155"výkaz výměr, DVZ" | 868 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | K | 113107130 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek z betonu prostého, o tl. vrstvy do 100 mm | m2 | 186.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.24 | 44.76 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 207587828 | ||||||||||||||||||||||||||||||||||||
| VV | 155+31,5"výkaz výměr, DVZ, chodník LA" | 186.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 | K | 113107141 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek živičných, o tl. vrstvy do 50 mm | m2 | 186.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.098 | 18.277 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 746755278 | ||||||||||||||||||||||||||||||||||||
| VV | 155+31,5"výkaz výměr, DVZ, chodník" | 186.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 | K | 113107144 | Odstranění podkladů nebo krytů ručně s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek živičných, o tl. vrstvy přes 150 do 200 mm | m2 | 19 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.45 | 8.55 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 474946406 | ||||||||||||||||||||||||||||||||||||
| VV | 19"výkaz výměr, DVZ, vozovka podel obruby" | 19 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6 | K | 113107163 | Odstranění podkladů nebo krytů strojně plochy jednotlivě přes 50 m2 do 200 m2 s přemístěním hmot na skládku na vzdálenost do 20 m nebo s naložením na dopravní prostředek z kameniva hrubého drceného, o tl. vrstvy přes 200 do 300 mm | m2 | 395 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.44 | 173.8 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1393261773 | ||||||||||||||||||||||||||||||||||||
| VV | 395"výkaz výměr, DVZ, vozovka" | 395 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7 | K | 113107172 | Odstranění podkladů nebo krytů strojně plochy jednotlivě přes 50 m2 do 200 m2 s přemístěním hmot na skládku na vzdálenost do 20 m nebo s naložením na dopravní prostředek z betonu prostého, o tl. vrstvy přes 150 do 300 mm | m2 | 395 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.625 | 246.875 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -165623543 | ||||||||||||||||||||||||||||||||||||
| VV | 395"výkaz výměr, DVZ, vozovka" | 395 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 | K | 113154512 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 40 mm | m2 | 907 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00001 | 0.00907 | 0.092 | 83.444 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1672692523 | ||||||||||||||||||||||||||||||||||||
| VV | 907"výkaz výměr, DVZ, vozovka" | 907 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | K | 113154516 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 80 mm | m2 | 534 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00002 | 0.01068 | 0.184 | 98.256 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 371189153 | ||||||||||||||||||||||||||||||||||||
| VV | 534"výkaz výměr, DVZ, vozovka" | 534 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 | K | 113154518 | Frézování živičného podkladu nebo krytu s naložením hmot na dopravní prostředek plochy do 500 m2 pruhu šířky do 0,5 m, tloušťky vrstvy 100 mm | m2 | 464 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00003 | 0.01392 | 0.23 | 106.72 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1528048277 | ||||||||||||||||||||||||||||||||||||
| VV | 464"výkaz výměr, DVZ, vozovka" | 464 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 11 | K | 113201112 | Vytrhání obrub s vybouráním lože, s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek silničních ležatých | m | 130 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.29 | 37.699999999999996 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 70870244 | ||||||||||||||||||||||||||||||||||||
| VV | 130"výkaz výměr, DVZ" | 130 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 12 | K | 113204111 | Vytrhání obrub s vybouráním lože, s přemístěním hmot na skládku na vzdálenost do 3 m nebo s naložením na dopravní prostředek záhonových | m | 107 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.04 | 4.28 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1147793776 | ||||||||||||||||||||||||||||||||||||
| VV | 96,5+4+6,5"výkaz výměr, DVZ" | 107 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 13 | K | 121151113 | Sejmutí ornice strojně při souvislé ploše přes 100 do 500 m2, tl. vrstvy do 200 mm | m2 | 2056 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1527451529 | ||||||||||||||||||||||||||||||||||||
| VV | 2056"výkaz výměr, DVZ, zeleň" | 2056 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 14 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 616.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -497604349 | ||||||||||||||||||||||||||||||||||||
| VV | 2*2056*0,15"výkaz výměr, DVZ, zeleň, na a z meziskládky " | 616.8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 15 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 308.4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1604419662 | ||||||||||||||||||||||||||||||||||||
| VV | 2056*0,15"výkaz výměr, DVZ, zeleň, z meziskládky " | 308.4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 16 | K | 181152302 | Úprava pláně na stavbách silnic a dálnic strojně v zářezech mimo skalních se zhutněním | m2 | 1108 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1686166494 | ||||||||||||||||||||||||||||||||||||
| VV | 713"výkaz výměr, DVZ,chodník" | 713 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 395"výkaz výměr, DVZ, vozovka " | 395 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 1108 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 17 | K | 181351103 | Rozprostření a urovnání ornice v rovině nebo ve svahu sklonu do 1:5 strojně při souvislé ploše přes 100 do 500 m2, tl. vrstvy do 200 mm | m2 | 2056 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2136369330 | ||||||||||||||||||||||||||||||||||||
| VV | 2056"výkaz výměr, DVZ, zeleň" | 2056 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 18 | K | 181411131 | Založení trávníku na půdě předem připravené plochy do 1000 m2 výsevem včetně utažení parkového v rovině nebo na svahu do 1:5 | m2 | 2056 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 845686291 | ||||||||||||||||||||||||||||||||||||
| VV | 2056"výkaz výměr, DVZ, zeleň" | 2056 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 19 | M | 00572410 | osivo směs travní parková | kg | 41.12 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.001 | 0.04112 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -434838283 | ||||||||||||||||||||||||||||||||||||
| VV | 0,02*2056"výkaz výměr, DVZ, zeleň" | 41.12 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 | K | 181951111 | Úprava pláně vyrovnáním výškových rozdílů strojně v hornině třídy těžitelnosti I, skupiny 1 až 3 bez zhutnění | m2 | 2056 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1291017472 | ||||||||||||||||||||||||||||||||||||
| VV | 2056"výkaz výměr, DVZ, zeleň" | 2056 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 21 | K | 185804312 | Zalití rostlin vodou plochy záhonů jednotlivě přes 20 m2 | m3 | 616.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2024684000 | ||||||||||||||||||||||||||||||||||||
| VV | 30*0,01*2056"výkaz výměr, DVZ, zeleň ,30 dnů-10l/m2" | 616.8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 4 | Vodorovné konstrukce | 0 | 0 | 115.44896 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 22 | K | 451577877 | Podklad nebo lože pod dlažbu (přídlažbu) v ploše vodorovné nebo ve sklonu do 1:5, tloušťky od 30 do 100 mm ze štěrkopísku | m2 | 713 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.16192 | 115.44896 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1438564452 | ||||||||||||||||||||||||||||||||||||
| VV | 713"výkaz výměr, DVZ, chodník" | 713 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 5 | Komunikace pozemní | 0 | 0 | 229.10983 | 183.4014 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 23 | K | 564851111 | Podklad ze štěrkodrti ŠD s rozprostřením a zhutněním plochy přes 100 m2, po zhutnění tl. 150 mm | m2 | 868 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1932292357 | ||||||||||||||||||||||||||||||||||||
| VV | 713+155"výkaz výměr, DVZ, chodník" | 868 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 24 | K | 564871111 | Podklad ze štěrkodrti ŠD s rozprostřením a zhutněním plochy přes 100 m2, po zhutnění tl. 250 mm | m2 | 395 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1695258922 | ||||||||||||||||||||||||||||||||||||
| VV | 395"výkaz výměr, DVZ, vozovka" | 395 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 25 | K | 565176201 | Asfaltový beton vrstva podkladní ACP 22 z modifikovaného asfaltu s rozprostřením a zhutněním ACP 22 S v pruhu šířky do 1,5 m, po zhutnění tl. 100 mm | m2 | 464 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 657571387 | ||||||||||||||||||||||||||||||||||||
| VV | 464"výkaz výměr, DVZ, vozovka" | 464 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 26 | K | 567121109 | Podklad ze směsi stmelené cementem SC bez dilatačních spár, s rozprostřením a zhutněním SC C 3/4, po zhutnění tl. 100 mm | m2 | 155 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -301654804 | ||||||||||||||||||||||||||||||||||||
| VV | 155"výkaz výměr, DVZ, chodník" | 155 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 27 | K | 567141111 | Podklad ze směsi stmelené cementem SC bez dilatačních spár, s rozprostřením a zhutněním SC C 3/4, po zhutnění tl. 210 mm | m2 | 395 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1555890342 | ||||||||||||||||||||||||||||||||||||
| VV | 395"výkaz výměr, DVZ, vozovka" | 395 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 28 | K | 573231112r | Postřik živičný spojovací ze silniční emulze v množství 1,0 kg/m2 | m2 | 1441 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1413737234 | |||||||||||||||||||||||||||||||||||||
| VV | 534+907"výkaz výměr, DVZ, vozovka" | 1441 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 29 | K | 576133211 | Asfaltový koberec mastixový SMA 11 z modifikovaného asfaltu s rozprostřením a se zhutněním SMA 11 S v pruhu šířky do 3 m, po zhutnění tl. 40 mm | m2 | 907 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 569952055 | ||||||||||||||||||||||||||||||||||||
| VV | 907"výkaz výměr, DVZ, vozovka" | 907 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30 | K | 577176031 | Asfaltový beton vrstva ložní ACL 22 z modifikovaného asfaltu s rozprostřením a zhutněním ACL 22 S v pruhu šířky do 1,5 m, po zhutnění tl. 80 mm | m2 | 534 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 745752242 | ||||||||||||||||||||||||||||||||||||
| VV | 534"výkaz výměr, DVZ, vozovka" | 534 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 31 | K | 578142115 | Litý asfalt MA 8 (LAJ) s rozprostřením z nemodifikovaného asfaltu v pruhu šířky do 3 m tl. 40 mm | m2 | 155 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1103752552 | ||||||||||||||||||||||||||||||||||||
| VV | 155"výkaz výměr, DVZ, chodník" | 155 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 32 | K | 578143133 | Litý asfalt MA 11 (LAS) s rozprostřením z modifikovaného asfaltu v pruhu šířky do 3 m tl. 40 mm | m2 | 38 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -543439667 | ||||||||||||||||||||||||||||||||||||
| VV | 2*19"výkaz výměr, DVZ, podel obruby" | 38 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 33 | K | 596211120 | Kladení dlažby z betonových zámkových dlaždic komunikací pro pěší ručně s ložem z kameniva těženého nebo drceného tl. do 40 mm, s vyplněním spár s dvojitým hutněním, vibrováním a se smetením přebytečného materiálu na krajnici tl. 60 mm skupiny B, pro plochy do 50 m2 | m2 | 713 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.08922 | 63.613859999999995 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1466874852 | ||||||||||||||||||||||||||||||||||||
| VV | 713"výkaz výměr, DVZ,chodník" | 713 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 34 | M | 59245021r | dlažba skladebná betonová tl 60mm přírodní | m2 | 99.65 | 0 | základní | 0 | 0.132 | 13.153800000000002 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -925353265 | |||||||||||||||||||||||||||||||||||||
| VV | 0,1*681,5+31,5"výkaz výměr, DVZ,chodník 10 % nové ZD" | 99.65 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 35 | M | 59245019r | dlažba pro nevidomé betonová tl 60mm přírodní | m2 | 13.63 | 0 | základní | 0 | 0.131 | 1.7855300000000003 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1483706528 | |||||||||||||||||||||||||||||||||||||
| VV | 0,02*681,5"výkaz výměr, DVZ,chodník 2 % nové ZD" | 13.63 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 36 | M | 59245263r | dlažba skladebná betonová 60mm barevná | m2 | 54.52 | 0 | základní | 0 | 0.132 | 7.19664 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 5449223 | |||||||||||||||||||||||||||||||||||||
| VV | 0,08*681,5"výkaz výměr, DVZ,chodník 8 % nové ZD" | 54.52 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 37 | K | 460881411 | Kryt vozovek a chodníků z panelů silničních (materiál ve specifikaci) včetně úpravy podkladní pláně se štěrkovým ložem tl. do 5 cm | m2 | 420 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0835 | 35.07 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2059739138 | ||||||||||||||||||||||||||||||||||||
| VV | 420"po dobu realizace" | 420 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 38 | M | 59381338 | panel silniční 3,00x2,00x0,215m | kus | 35 | 0 | CS ÚRS 2026 01 | základní | 0 | 3.094 | 108.28999999999999 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1948114631 | ||||||||||||||||||||||||||||||||||||
| VV | 420*0,5/6"obratovost 50%" | 35 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 39 | K | 468011211 | Odstranění provizorní příjezdové komunikace z panelů silničních s ponecháním štěrkového lože | m2 | 420 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0.43667 | 183.4014 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2068162013 | ||||||||||||||||||||||||||||||||||||
| VV | 420 | 420 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40 | K | 767211313r | Stávající schodiště bude rozebráno a obnoveno do výchozího stavu-počet stupňů, jejich výška a rozměry zůstanou zachovány. Podkladní deska z betonu C25/30-XF2, min. tl.150 mm, Bočnice budou provedeny z kamenných obrubníků OP I 320/240, stupně např. z betonových obrubníků 150/250, povrch schodiště z betonové dlažby tl. 60 mm -dočasná oprava do realizace developerského projektu. | kpl | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 16 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1803951450 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 9 | Ostatní konstrukce a práce, bourání | 0 | 0 | 62.445212719999994 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 41 | K | 915111111 | Vodorovné dopravní značení stříkané barvou dělící čára šířky 125 mm souvislá bílá základní | m | 244 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0001 | 0.0244 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2132270222 | ||||||||||||||||||||||||||||||||||||
| VV | 244"výkaz výměr, DVZ" | 244 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 42 | K | 915131111 | Vodorovné dopravní značení stříkané barvou přechody pro chodce, šipky, symboly bílé základní | m2 | 15 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0012 | 0.018 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -231228026 | ||||||||||||||||||||||||||||||||||||
| VV | 15"výkaz výměr, DVZ" | 15 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 43 | K | 915211111 | Vodorovné dopravní značení stříkaným plastem dělící čára šířky 125 mm souvislá bílá základní | m | 244 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0002 | 0.0488 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1937702201 | ||||||||||||||||||||||||||||||||||||
| VV | 244"výkaz výměr, DVZ" | 244 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 44 | K | 915231111 | Vodorovné dopravní značení stříkaným plastem přechody pro chodce, šipky, symboly nápisy bílé základní | m2 | 15 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0016 | 0.024 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 254330741 | ||||||||||||||||||||||||||||||||||||
| VV | 15"výkaz výměr, DVZ" | 15 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 45 | K | 916231213 | Osazení chodníkového obrubníku betonového se zřízením lože, s vyplněním a zatřením spár cementovou maltou stojatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 107 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.14042 | 15.024939999999999 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 747996535 | ||||||||||||||||||||||||||||||||||||
| VV | 96,5+4+6,5"výkaz výměr, DVZ" | 107 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 46 | M | 59217016 | obrubník betonový chodníkový 1000x80x250mm | m | 21.828 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.045 | 0.9822599999999999 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 459928574 | ||||||||||||||||||||||||||||||||||||
| VV | 107*0,2"20% nových" | 21.4 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 21,4*1,02 "Přepočtené koeficientem množství | 21.828 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 47 | K | 916241113 | Osazení obrubníku kamenného se zřízením lože, s vyplněním a zatřením spár cementovou maltou ležatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 130 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.18292 | 23.7796 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -18777995 | ||||||||||||||||||||||||||||||||||||
| VV | 130"výkaz výměr, DVZ" | 130 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 48 | M | 58380002 | obrubník kamenný žulový přímý 1000x320x240mm | m | 26.52 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.2 | 5.304 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1480371618 | ||||||||||||||||||||||||||||||||||||
| VV | 130*0,2"20% nových" | 26 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 26*1,02 "Přepočtené koeficientem množství | 26.52 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 49 | K | 916991121 | Lože pod obrubníky, krajníky nebo obruby z dlažebních kostek z betonu prostého | m3 | 7.608 | 0 | CS ÚRS 2026 01 | základní | 0 | 2.25634 | 17.16623472 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1141654219 | ||||||||||||||||||||||||||||||||||||
| VV | 130*0,2*0,2 | 5.2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 107*0,15*0,15 | 2.408 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 7.6080000000000005 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 50 | K | 919112212 | Řezání dilatačních spár v živičném krytu vytvoření komůrky pro těsnící zálivku šířky 10 mm, hloubky 20 mm | m | 16.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 332872109 | ||||||||||||||||||||||||||||||||||||
| VV | 16,8"výkaz výměr, DVZ, chodník" | 16.8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 51 | K | 919112222 | Řezání dilatačních spár v živičném krytu vytvoření komůrky pro těsnící zálivku šířky 15 mm, hloubky 25 mm | m | 781 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -781563715 | ||||||||||||||||||||||||||||||||||||
| VV | 781"výkaz výměr, DVZ" | 781 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 52 | K | 919121111 | Utěsnění dilatačních spár zálivkou za studena v cementobetonovém nebo živičném krytu včetně adhezního nátěru s těsnicím profilem pod zálivkou, pro komůrky šířky 10 mm, hloubky 20 mm | m | 16.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00016 | 0.0026880000000000003 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2004239040 | ||||||||||||||||||||||||||||||||||||
| VV | 16,8"výkaz výměr, DVZ, chodník" | 16.8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 53 | K | 919121121 | Utěsnění dilatačních spár zálivkou za studena v cementobetonovém nebo živičném krytu včetně adhezního nátěru s těsnicím profilem pod zálivkou, pro komůrky šířky 15 mm, hloubky 25 mm | m | 781 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00009 | 0.07029 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -240619734 | ||||||||||||||||||||||||||||||||||||
| VV | 781"výkaz výměr, DVZ" | 781 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 54 | K | 919735111 | Řezání stávajícího živičného krytu nebo podkladu hloubky do 50 mm | m | 19.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 630570400 | ||||||||||||||||||||||||||||||||||||
| VV | 19,8"výkaz výměr, DVZ, chodník" | 19.8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 55 | K | 919735112 | Řezání stávajícího živičného krytu nebo podkladu hloubky přes 50 do 100 mm | m | 781 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -561161104 | ||||||||||||||||||||||||||||||||||||
| VV | 781"výkaz výměr, DVZ" | 781 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 56 | K | 979024442 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m obrubníků a krajníků, vybouraných z jakéhokoliv lože a s jakoukoliv výplní spár chodníkových | m | 107 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 610848722 | ||||||||||||||||||||||||||||||||||||
| VV | 107"výkaz výměr, DVZ" | 107 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 57 | K | 979024443 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m obrubníků a krajníků, vybouraných z jakéhokoliv lože a s jakoukoliv výplní spár silničních | m | 130 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1311784145 | ||||||||||||||||||||||||||||||||||||
| VV | 130"výkaz výměr, DVZ" | 130 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 58 | K | 979054451 | Očištění vybouraných prvků komunikací od spojovacího materiálu s odklizením a uložením očištěných hmot a spojovacího materiálu na skládku na vzdálenost do 10 m zámkových dlaždic s vyplněním spár kamenivem | m2 | 681.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -219996021 | ||||||||||||||||||||||||||||||||||||
| VV | 713-31,5"výkaz výměr, DVZ" | 681.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 997 | Doprava suti a vybouraných hmot | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 59 | K | 997221551 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním ze sypkých materiálů, na vzdálenost do 1 km | t | 722.62 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1270766836 | ||||||||||||||||||||||||||||||||||||
| VV | 83,444+98,256+106,72"živice-fréza" | 288.42 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 260,4+173,8"kamenivo" | 434.2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 722.62 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 60 | K | 997221559 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním ze sypkých materiálů, na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 13729.78 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1219381633 | ||||||||||||||||||||||||||||||||||||
| VV | 722,62*19 | 13729.78 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 61 | K | 997221561 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním z kusových materiálů, na vzdálenost do 1 km | t | 318.462 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1058908551 | ||||||||||||||||||||||||||||||||||||
| VV | 18,277+8,55"živice - bourání" | 26.827 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 44,76+246,875"podkl. beton" | 291.635 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 318.462 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 62 | K | 997221569 | Vodorovná doprava suti bez naložení, ale se složením a s hrubým urovnáním z kusových materiálů, na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 6050.778 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1933159423 | ||||||||||||||||||||||||||||||||||||
| VV | 318,462*19 | 6050.778 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 63 | K | 997221571 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost do 1 km | t | 43.834 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2057165692 | ||||||||||||||||||||||||||||||||||||
| VV | 0,2*177,19"20% ZD ma skládku" | 35.438 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 0,2*(37,7+4,28)"20% obrub na skládku" | 8.396 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 43.834 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 64 | K | 997221579 | Vodorovná doprava vybouraných hmot bez naložení, ale se složením a s hrubým urovnáním na vzdálenost Příplatek k ceně za každý další započatý 1 km přes 1 km | t | 832.846 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 286141179 | ||||||||||||||||||||||||||||||||||||
| VV | 43,834*19 | 832.846 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 65 | K | 997221611 | Nakládání na dopravní prostředky pro vodorovnou dopravu suti | t | 1041.082 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1996509142 | ||||||||||||||||||||||||||||||||||||
| VV | 722,62+318,462 | 1041.082 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 66 | K | 997221612 | Nakládání na dopravní prostředky pro vodorovnou dopravu vybouraných hmot | t | 43.834 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 839503719 | ||||||||||||||||||||||||||||||||||||
| VV | 43,834 | 43.834 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 67 | K | 997221861 | Poplatek za předání stavebního odpadu recyklačnímu zařízení z prostého betonu zatříděného do Katalogu odpadů pod kódem 17 01 01 | t | 291.635 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1179231988 | ||||||||||||||||||||||||||||||||||||
| VV | 44,76+246,875 | 291.635 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 68 | K | 997221873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 434.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -234111461 | ||||||||||||||||||||||||||||||||||||
| VV | 260,4+173,8 | 434.2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 69 | K | 997221875 | Poplatek za předání stavebního odpadu recyklačnímu zařízení asfaltového bez obsahu dehtu zatříděného do Katalogu odpadů pod kódem 17 03 02 | t | 315.247 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 454513986 | ||||||||||||||||||||||||||||||||||||
| VV | 18,277+8,55+83,444+98,256+106,72 | 315.247 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 70 | K | 469973116 | Poplatek za uložení stavebního odpadu (skládkovné) na skládce směsného stavebního a demoličního zatříděného do Katalogu odpadů pod kódem 17 09 04 | t | 43.834 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -820200651 | ||||||||||||||||||||||||||||||||||||
| VV | 43,834 | 43.834 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 998 | Přesun hmot | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 71 | K | 998225111 | Přesun hmot pro komunikace s krytem z kameniva, monolitickým betonovým nebo živičným dopravní vzdálenost do 200 m jakékoliv délky objektu | t | 263.719 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -622761042 | ||||||||||||||||||||||||||||||||||||
| 72 | K | 998225191 | Přesun hmot pro komunikace s krytem z kameniva, monolitickým betonovým nebo živičným Příplatek k ceně za zvětšený přesun přes vymezenou vodorovnou dopravní vzdálenost do 1000 m | t | 263.719 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1920868943 |
| {3d8461ba-09a5-4fdd-ac29-8eb06d9bd73d} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 301 - Přeložka vodovodu DN 500 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 301 - Přeložka vodovodu DN 500 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 - Zemní práce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 - Zakládání | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 - Vodorovné konstrukce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 - Vedení trubní dálková a přípojná | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 - Ostatní konstrukce a práce, bourání | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| N00 - Čerpací šachta | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 998 - Přesun hmot | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 301 - Přeložka vodovodu DN 500 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 612.6735697799999 | 0.07500000000000001 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 612.6735697799999 | 0.07500000000000001 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 1 | Zemní práce | 0 | 0 | 509.86400076999996 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 115001106 | Převedení vody potrubím průměru DN přes 600 do 900 | m | 40 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.02698 | 1.0792 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -309654581 | ||||||||||||||||||||||||||||||||||||
| VV | "zatrubnění Litovického potoka 2 x korugované potrubí DN 800, SN8" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*20 | 40 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 115101200R | Čerpání vody na dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | 0 | základní | 0 | 0.00004 | 0.00004 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -289257830 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | K | 115101302R | Pohotovost záložní čerpací soupravy pro dopravní výšku do 10 m s uvažovaným průměrným přítokem přes 500 do 1 000 l/min | kpl | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1774300584 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 | K | 132254204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 123.348 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1677440473 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | 15.722 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | 26.974 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | 65.637 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | 17.187 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | 121.176 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 246.696 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 246,696*0,5"přepočtené koeficientem množství" | 123.348 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 | K | 132354204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 100 do 500 m3 | m3 | 111.013 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1232899255 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | 15.722 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | 26.974 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | 65.637 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | 17.187 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | 121.176 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 246.696 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 246,696*0,45"přepočtené koeficientem množství" | 111.013 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6 | K | 132454204 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 5 přes 100 do 500 m3 | m3 | 12.335 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -797658635 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | 15.722 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | 26.974 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | 65.637 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | 17.187 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | 121.176 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 246.696 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 246,696*0,05"přepočtené koeficientem množství" | 12.335 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7 | K | 141721347R | Ražení protlačováním s ručním odtěžováním horniny v čelbě včetně oc. potrubí DN 1000 hl do 6 m v hornině tř I a II skupiny 1 až 4 | m | 80.2 | 0 | základní | 0 | 0.001 | 0.08020000000000001 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -96954577 | |||||||||||||||||||||||||||||||||||||
| VV | 28,5+25,5+26,2 | 80.2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 25.705 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00085 | 0.021849249999999997 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2118003858 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*(4,8+0,5)*(2,3+2,55)/2 | 25.705 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 25.705 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | K | 151101103 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 4 do 8 m | m2 | 226.308 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00119 | 0.26930652 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2127194849 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*4,1*(3,48+4,56)/2 | 32.964 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop st. 76,5 m až 90,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*14*(4,57+2,75)/2 | 102.48 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*(4,01+2,3)/2 | 90.864 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 226.30800000000002 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 25.705 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -4812153 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*(4,8+0,5)*(2,3+2,55)/2 | 25.705 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 25.705 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 11 | K | 151101113 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 4 do 8 m | m2 | 226.308 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1243318212 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*4,1*(3,48+4,56)/2 | 32.964 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop st. 76,5 m až 90,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*14*(4,57+2,75)/2 | 102.48 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*(4,01+2,3)/2 | 90.864 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 226.30800000000002 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 12 | K | 155135111 | Dočasné hrazení z pytlů plněných pískem zřízení | m3 | 6.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.13637 | 0.8864049999999999 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1764926104 | ||||||||||||||||||||||||||||||||||||
| VV | 6,5"hráz z pytlů s pískem po obou stranách" | 6.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 13 | K | 155135112 | Dočasné hrazení z pytlů plněných pískem odstranění | m3 | 6.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1896324746 | ||||||||||||||||||||||||||||||||||||
| VV | 6,5 | 6.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 14 | K | 155135125 | Dočasné hrazení z pytlů plněných pískem Přeprava pytlů za každý i započatý kilometr | m3 | 123.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -306896772 | ||||||||||||||||||||||||||||||||||||
| VV | 6,5*19 | 123.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 15 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 247.08 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1267472489 | ||||||||||||||||||||||||||||||||||||
| VV | 82,614 "obsyp | 82.614 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 164,466 "zásyp | 164.466 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 247.08 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 16 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 123.348 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 916124578 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | 15.722 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | 26.974 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | 65.637 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | 17.187 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | 121.176 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 246.696 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 246,696*0,5"přepočtené koeficientem množství" | 123.348 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 17 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 1233.48 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1418807549 | ||||||||||||||||||||||||||||||||||||
| VV | 123,348*10 | 1233.48 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 18 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 123.348 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1421694242 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | 15.722 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | 26.974 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | 65.637 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | 17.187 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | 121.176 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 246.696 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 246,696*(0,45+0,05)"přepočtené koeficientem množství" | 123.348 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 19 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 1233.48 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1969314072 | ||||||||||||||||||||||||||||||||||||
| VV | 123,348*10 | 1233.48 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 247.08 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1584080886 | ||||||||||||||||||||||||||||||||||||
| VV | 82,614 "obsyp | 82.614 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 164,466 "zásyp | 164.466 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 247.08 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 21 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 164.466 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1473055445 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | 15.722 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | 26.974 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | 65.637 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | 17.187 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | 121.176 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 246.696 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "lože ve výkopu mimo stavebních jam"-0,1*(4,8+0,5+4,1+14+28,5)*1,7 | -8.823 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "obsyp ve výkopu vč. potrubí"-(0,3+0,532)*(4,8+0,5+4,1+14+28,5)*1,7 | -73.407 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 164.466 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 22 | M | 58344171 | štěrkodrť frakce 0/32 | t | 337.83 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 337.83 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 726838200 | ||||||||||||||||||||||||||||||||||||
| VV | 1,23*1,67*164,466 | 337.83 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 82.614 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1565214514 | ||||||||||||||||||||||||||||||||||||
| VV | "Š x D x TL"1,7*(149,5-80,2)*(0,532+0,3) | 98.018 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,266*0,266*(149,5-80,2))"odpočet potrubí DN 500, vnejší DN 532" | -15.404 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 82.614 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 24 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 169.697 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 169.697 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1709441709 | ||||||||||||||||||||||||||||||||||||
| VV | 82,614*1,23*1,67 | 169.697 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 25 | K | 997013873 | Poplatek za předání stavebního odpadu recyklačnímu zařízení zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 444.053 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1060972001 | ||||||||||||||||||||||||||||||||||||
| VV | "výkop pro montáž potrubí" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "přeložka vodovodu TLT DN 500" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.0,0 až 4,8 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (4,8+0,5)*((2,3+2,55)/2-0,68)*(1,4+2*0,15) | 15.722 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl. 0,15 m, st.39,4 m až 43,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,1*((3,48+4,56)/2-0,15)*(1,4+2*0,15) | 26.974 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v terénu skladba tl.0,15 m, st. 76,5 m až 90,5 m a 3,0 m schodiště tl 0,29 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (14-3)*((4,57+2,75)/2-0,15)*(1,4+2*0,15) | 65.637 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*((4,57+2,75)/2-0,29)*(1,4+2*0,15) | 17.187 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "výkop v komunikaci skladba tl. 0,68 m, st.121,2 m až 149,5 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (28,3+0,5)*((4,01+2,3)/2-0,68)*(1,4+2*0,15) | 121.176 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 246.696 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 246,696*1,8"přepočtené koeficientem množství" | 444.053 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 2 | Zakládání | 0 | 0 | 13.935402000000002 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 26 | K | 212752102 | Trativody z drenážních trubek pro liniové stavby a komunikace se zřízením štěrkového lože pod trubky a s jejich obsypem v otevřeném výkopu trubka korugovaná sendvičová PE-HD SN 4 celoperforovaná 360° DN 150 | m | 50.9 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.27378 | 13.935402000000002 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1088513652 | ||||||||||||||||||||||||||||||||||||
| VV | 4,8+4,1+14+28,0 | 50.9 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 4 | Vodorovné konstrukce | 0 | 0 | 25.163679159999997 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 27 | K | 451541111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu ze štěrkodrtě 0-63 mm | m3 | 0.384 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1650260129 | ||||||||||||||||||||||||||||||||||||
| VV | "lože pod čerpací šachty"1,6*1,6*0,15 | 0.384 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 28 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 11.696 | 0 | CS ÚRS 2026 01 | základní | 0 | 1.89077 | 22.11444592 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1148948878 | ||||||||||||||||||||||||||||||||||||
| VV | "lože pod potrubí Š x D x TL"1,7*(149-80,2)*0,1 | 11.696 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 11.696 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 29 | K | 452313141 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 16/20 | m3 | 0.75 | 0 | CS ÚRS 2026 01 | základní | 0 | 2.30102 | 1.725765 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2048025156 | ||||||||||||||||||||||||||||||||||||
| VV | (0,5*0,5*0,5)*6"betonové bloky pod tvarovky" | 0.75 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 0.75 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30 | K | 452313151 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 20/25 | m3 | 0.512 | 0 | CS ÚRS 2026 01 | základní | 0 | 2.50187 | 1.28095744 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -723850867 | ||||||||||||||||||||||||||||||||||||
| VV | 1,6*1,6*0,2"betonová deska pod čerpací šachty" | 0.512 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 31 | K | 452368211 | Výztuž podkladních desek, bloků nebo pražců v otevřeném výkopu ze svařovaných sítí typu Kari | t | 0.04 | 0 | CS ÚRS 2026 01 | základní | 0 | 1.06277 | 0.0425108 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1142506970 | ||||||||||||||||||||||||||||||||||||
| VV | 2*1,6*1,6*7,9/1000 | 0.04 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 8 | Vedení trubní dálková a přípojná | 0 | 0 | 49.43886785 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 32 | K | 850425921r | Výřez nebo výsek na potrubí z trub litinových tlakových DN 500 | kus | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 378509910 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 33 | K | 851421132 | Montáž potrubí z trub litinových tlakových hrdlových v otevřeném výkopu s těsnicím násuvným spojem DN 500 | m | 149.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00023 | 0.034385 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2101969251 | ||||||||||||||||||||||||||||||||||||
| VV | 149,5 | 149.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 34 | M | 55227945r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PEC 40 L=5,97m kalibrovaná | ks | 11 | 0 | základní | 0 | 0.7047 | 7.7517 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1623607533 | |||||||||||||||||||||||||||||||||||||
| VV | 11 | 11 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 35 | M | 55227946r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PEC 40 L=5,97m kalibrovaná | ks | 1 | 0 | základní | 0 | 0.7047 | 0.7047 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1845866258 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 36 | M | 55227947r | trouba vodovodní hrdlová TH 500 STD TT-PE 6,00m C30 | ks | 9 | 0 | základní | 0 | 0.7047 | 6.3423 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 779196520 | |||||||||||||||||||||||||||||||||||||
| VV | 9 | 9 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 37 | M | 55227948r | trouba vodovodní hrdlová TH 500 STD TT-PE 6,00m C30 KAL | ks | 4 | 0 | základní | 0 | 0.7047 | 2.8188 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -411032887 | |||||||||||||||||||||||||||||||||||||
| VV | 4 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 38 | M | 55227949r | trouba vodovodní hrdlová DN 500 UNI STD Vi TT-PE C40 L=5,97m | ks | 2 | 0 | základní | 0 | 0.7047 | 1.4094 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -944327503 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 39 | M | 111110011r | Manžeta termosmrštitelná dělená DN 500 hrdlo | kus | 53 | 0 | základní | 0 | 0.0014 | 0.0742 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -853485795 | |||||||||||||||||||||||||||||||||||||
| VV | 53 | 53 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40 | M | 111111150r | kroužek DN 500 STD Vi, EPDM zámkový | kus | 41 | 0 | základní | 0 | 0.00142 | 0.05822 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1927111054 | |||||||||||||||||||||||||||||||||||||
| VV | 41 | 41 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 41 | M | 111111151r | Kroužek STD DN 500 EPDM | kus | 12 | 0 | základní | 0 | 0.00142 | 0.01704 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1639078897 | |||||||||||||||||||||||||||||||||||||
| VV | 12 | 12 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 42 | M | 111111152r | Kroužek DN 500 UNI Ve, zámkový | kus | 12 | 0 | základní | 0 | 0.00142 | 0.01704 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1722946602 | |||||||||||||||||||||||||||||||||||||
| VV | 12 | 12 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 43 | K | 857262122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 100 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00167 | 0.00167 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 134708276 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 44 | M | 55253661 | příruba zaslepovací litinová vodovodní PN10/16 X-kus DN 100 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0049 | 0.0049 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1646457205 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 45 | K | 857352122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 200 | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00287 | 0.01148 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1326200687 | ||||||||||||||||||||||||||||||||||||
| VV | "FF - trouba přírubová DN 200 / 200"1 | 1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "FF - trouba přírubová DN 200 / 600"1 | 1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "N - koleno patkové DN 200"1 | 1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "X kus - DN 200"1 | 1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 4 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 46 | M | 55253297r | tvarovka přírubová litinová vodovodní FF-kus PN10 DN 200 dl 200mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.026 | 0.026 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1855187814 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 47 | M | 55253304r | tvarovka přírubová litinová vodovodní FF-kus PN10 DN 200 dl 600mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.039 | 0.039 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1215785998 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 48 | M | 55254051r | koleno 90° s patkou přírubové litinové vodovodní N-kus PN10 DN 200 | kus | 1 | 0 | základní | 0 | 0.046 | 0.046 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1275040335 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 49 | M | 55253664r | příruba zaslepovací litinová vodovodní PN10/16 X-kus DN 200 | kus | 1 | 0 | základní | 0 | 0.0114 | 0.0114 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1546290882 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 50 | K | 857354122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 200 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00429 | 0.00429 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2012078301 | ||||||||||||||||||||||||||||||||||||
| VV | "T - kus přírubový DN 200 / 200"1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 51 | M | 55253536r | tvarovka přírubová litinová vodovodní s přírubovou odbočkou PN10 T-kus DN 200/200 | kus | 1 | 0 | základní | 0 | 0.05 | 0.05 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1476245514 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 52 | K | 857421131 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub hrdlových v otevřeném výkopu, kanálu nebo v šachtě s integrovaným těsněním DN 500 | kus | 11 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1323333319 | ||||||||||||||||||||||||||||||||||||
| VV | "K-11,25st.DN 500"2 | 2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "K-45st.DN 500 "8 | 8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "U-přesuvka DN 500"1 | 1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 11 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 53 | M | 55253913r | koleno hrdlové z tvárné litiny, K-11,25st.DN 500 STD TT | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.087 | 0.174 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1173714709 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 54 | M | 55253949r | koleno hrdlové z tvárné litiny,K-45st.DN 500 STD TT | kus | 8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.135 | 1.08 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 132890548 | ||||||||||||||||||||||||||||||||||||
| VV | 8 | 8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 55 | M | 55253652r | U-přesuvka DN 500 TT, hrdla EXPRESS, L=2 | kus | 1 | 0 | základní | 0 | 0.0385 | 0.0385 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 836779117 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 56 | M | 111100012r | Manžeta termosmrštitelná dělená DN 500 hrdlo EXP/Vi/VE | kus | 2 | 0 | základní | 0 | 0.0014 | 0.0028 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -536124555 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 57 | K | 857422122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 500 | kus | 12 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.01645 | 0.1974 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1359213510 | ||||||||||||||||||||||||||||||||||||
| VV | "příruba jištěná 3057 DN 500 (500 - 532)"2 | 2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "příruba přítlačná DN 500 EXPRESS "2 | 2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "X - DN 500"2 | 2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "F-DN 500"6 | 6 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 12 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 58 | M | 55251648r | Příruba přítlačná DN 500 EXPRESS | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0509 | 0.1018 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1486765855 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 59 | M | 111.JSB50BAr | kroužek pro spoj EXPRESS DN 500 | kus | 2 | 0 | základní | 0 | 0.00123 | 0.00246 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1250908992 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 60 | M | 55253669r | příruba zaslepovací X z tvárné litiny práškový epoxid tl 250µm DN 500 | kus | 2 | 0 | základní | 0 | 0.0841 | 0.1682 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1338433207 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 61 | M | 55253498r | tvarovka přírubová litinová s hladkým koncem, F-kus DN 500 | kus | 6 | 0 | základní | 0 | 0.1136 | 0.6816 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2122667257 | |||||||||||||||||||||||||||||||||||||
| VV | 6 | 6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 62 | M | 42271552r | multitoleranční spojka, DN 500, rozsah (500-532) | kus | 2 | 0 | základní | 0 | 0.005 | 0.01 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -182577519 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 63 | M | 59036605r | šroub hákový D 27 / 7/102 pro EXP DN 450-1200 a STD VE DN 250-600 | kus | 62 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.001 | 0.062 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2016200571 | ||||||||||||||||||||||||||||||||||||
| VV | 62 | 62 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 64 | M | 111110012r | manžeta termosmrštitelná dělená DN 500 příruba | kus | 8 | 0 | základní | 0 | 0.0014 | 0.0112 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2038772232 | |||||||||||||||||||||||||||||||||||||
| VV | 8 | 8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 65 | K | 857423131 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub hrdlových v otevřeném výkopu, kanálu nebo v šachtě s integrovaným těsněním DN 500 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1007327663 | ||||||||||||||||||||||||||||||||||||
| VV | "A-DN 500x100"1 | 1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "A-DN 500x200"1 | 1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 2 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 66 | M | 55258557r | tvarovka hrdlová s přírubovou odbočkou z tvárné litiny A-kus DN 500/100 | kus | 1 | 0 | základní | 0 | 0.0581 | 0.0581 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -861600035 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 67 | M | 55258559r | tvarovka hrdlová s přírubovou odbočkou z tvárné litiny A-kus DN 500/200 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.074 | 0.074 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1974235220 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 68 | K | 857424122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 500 | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.02345 | 0.0938 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 379300706 | ||||||||||||||||||||||||||||||||||||
| VV | "T-DN 500x80"2 | 2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "T-DN 500x150 "2 | 2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 4 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 69 | M | 55251745r | tvarovka přírubová litinová s přírubovou odbočkou T-kus DN 500/80 | kus | 2 | 0 | základní | 0 | 0.256 | 0.512 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 391040333 | |||||||||||||||||||||||||||||||||||||
| VV | "T-DN 500x80 PN 10 TT 1000/400mm"2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 70 | M | 55251747r | tvarovka přírubová litinová s přírubovou odbočkou T-kus DN 500/150 | kus | 2 | 0 | základní | 0 | 0.245 | 0.49 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1960942062 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 71 | K | 891247112 | Montáž vodovodních armatur na potrubí hydrantů podzemních (bez osazení poklopů) DN 80 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00136 | 0.00136 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1948142199 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 72 | M | 42273591r | Hydrant podzemní DN 80/1500 | kus | 1 | 0 | základní | 0 | 0.0425 | 0.0425 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1673013334 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 73 | K | 891261112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 100 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00165 | 0.00165 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1997891047 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 74 | M | 42221304r | šoupátko pitná voda litina GGG 50 krátká stavební dl PN10/16 DN 100x190mm | kus | 1 | 0 | základní | 0 | 0.023 | 0.023 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 384174775 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 75 | M | 42291080r | souprava zemní pro šoupátka ZS tel 1,2-1,8m, DN 100-150 | kus | 1 | 0 | základní | 0 | 0.004 | 0.004 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1099195599 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 76 | K | 891351112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 200 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00286 | 0.00286 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1033258618 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 77 | M | 42221307r | šoupátko pitná voda litina DN 200 | kus | 1 | 0 | základní | 0 | 0.065 | 0.065 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1186118508 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 78 | M | 42291082r | souprava zemní pro šoupátka DN 250-300mm Rd 2,0m | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.005 | 0.005 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -487053398 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 79 | K | 892421111 | Tlakové zkoušky vodou na potrubí DN 400 nebo 500 | m | 149.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 890875323 | ||||||||||||||||||||||||||||||||||||
| VV | 149,5 | 149.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 80 | K | 892423122 | Proplach a dezinfekce vodovodního potrubí DN 400 nebo 500 | m | 149.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00001 | 0.001495 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 974865463 | ||||||||||||||||||||||||||||||||||||
| VV | 149,5 | 149.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 81 | K | 892442111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN přes 300 do 600 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.47094 | 0.94188 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1407734598 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 82 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.04 | 0.08 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1376044582 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 83 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 2 | 0 | základní | 0 | 0.0133 | 0.0266 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 431681962 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 84 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0003 | 0.0006 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1333989613 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 85 | K | 899401113 | Osazení poklopů uličních s pevným rámem litinových hydrantových | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.05 | 0.05 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1817165205 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 86 | M | 42291452r | poklop litinový hydrantový DN 80 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0295 | 0.0295 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 553685849 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 87 | M | 42210052 | deska podkladová uličního poklopu litinového hydrantového | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0025 | 0.0025 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1516664578 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 88 | M | 55251475r | Manžeta termosmrštitelná FCTS rukávec DN 80/100 příruba | kus | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0006 | 0.0018 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 572029834 | ||||||||||||||||||||||||||||||||||||
| VV | 3 | 3 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 89 | M | 55251476r | Manž. term. rukávec DN 200 FCTS příruba | kus | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0007 | 0.0042 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1585479907 | ||||||||||||||||||||||||||||||||||||
| VV | 6 | 6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 90 | M | 27311005r | těsnění DN 80 PN 10-40 přírubové EPDM | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0002 | 0.0002 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 478994305 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 91 | M | 27311006r | kroužek těsnící gumový NBR TYTON pro kanalizační potrubí DN 100 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0002 | 0.0004 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1136183389 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 92 | M | 27311009 | těsnění DN 200 PN 10-16 přírubové EPDM | kus | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0004 | 0.0024000000000000002 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1125643666 | ||||||||||||||||||||||||||||||||||||
| VV | 6 | 6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 93 | M | 55291313r | těsnění pryžové s ocelovou vložkou DN 500 | kus | 8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.001 | 0.008 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -618049007 | ||||||||||||||||||||||||||||||||||||
| VV | 8 | 8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 94 | M | 43766210r | souprava pro montáž LISU tv. UIC60, 6 otvorů | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.06 | 0.06 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 235193484 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 95 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00033 | 0.00099 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 69881922 | ||||||||||||||||||||||||||||||||||||
| VV | 2+1 | 3 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 96 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 149.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0002 | 0.029900000000000003 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 32002840 | ||||||||||||||||||||||||||||||||||||
| VV | 149,5 | 149.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 97 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 69.3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00013 | 0.009009 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1755742517 | ||||||||||||||||||||||||||||||||||||
| VV | 149,5-80,2 | 69.3 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 98 | K | 899910202 | Výplň potrubí trub betonových, litinových nebo kameninových cementopopílkovou suspenzí spádem, délky přes 50 do 100 m | m3 | 16.101 | 0 | CS ÚRS 2026 01 | základní | 0 | 1.52985 | 24.632114849999997 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -181095179 | ||||||||||||||||||||||||||||||||||||
| VV | "Rušena část vodovodu DN 500-82,0 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pi*0,25*0,25*82 | 16.101 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 99 | K | 230202061r | Nasunutí potrubní sekce litinové průměru 500 mm do chráničky pro vodu | m | 80.2 | 0 | základní | 0 | 0.00062 | 0.049724000000000004 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1768867354 | |||||||||||||||||||||||||||||||||||||
| VV | 28,5+25,5+26,2 | 80.2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 100 | K | 899911326 | Kluzné objímky (pojízdná sedla) pro zasunutí potrubí do chráničky výšky 130 mm vnějšího průměru potrubí přes 500 do 549 mm | kus | 45 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00404 | 0.18180000000000002 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1762810248 | ||||||||||||||||||||||||||||||||||||
| VV | 45 | 45 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 9 | Ostatní konstrukce a práce, bourání | 0 | 0 | 0.00211 | 0.07500000000000001 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 101 | K | 977151131 | Jádrové vrty diamantovými korunkami do stavebních materiálů (železobetonu, betonu, cihel, obkladů, dlažeb, kamene) průměru přes 350 do 400 mm | m | 0.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00415 | 0.00083 | 0.27 | 0.054000000000000006 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1293903735 | ||||||||||||||||||||||||||||||||||||
| VV | 0,2"ČŠ" | 0.2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 102 | K | 895151100r | Utěsnění prostupu potrubí stěnou šachty (vypouštění) | kus | 1 | 0 | základní | 0 | 0.00128 | 0.00128 | 0.021 | 0.021 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 293040403 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | N00 | Čerpací šachta | 0 | 0 | 14.269509999999999 | 0 | 4 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 103 | K | 894410124r | Osazení betonových dílců pro kanalizační šachty DN 1000 šachtové dno výšky 1800 mm | kus | 1 | 0 | základní | 0 | 1.28224 | 1.28224 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1101475143 | |||||||||||||||||||||||||||||||||||||
| VV | 1"čerpací šachta" | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 104 | M | 59224077r | dno betonové šachtové DN 1000, 100x180x15, čedičový obklad tl. 50 mm | kus | 1 | 0 | základní | 0 | 7.9 | 7.9 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1791318079 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 105 | K | 894410213 | Osazení betonových dílců šachet kanalizačních skruž rovná DN 1000, výšky 1000 mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00989 | 0.03956 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1572874675 | ||||||||||||||||||||||||||||||||||||
| VV | 4 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 106 | M | 59224420r | skruž betonové šachty DN 1000 kanalizační 100x100x12cm | kus | 4 | 0 | základní | 0 | 0.86 | 3.44 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1080796671 | |||||||||||||||||||||||||||||||||||||
| VV | 4 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 107 | K | 894410212 | Osazení betonových dílců šachet kanalizačních skruž rovná DN 1000, výšky 500 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00989 | 0.00989 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 664820658 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 108 | M | 59224418r | skruž betonové šachty DN 1000 kanalizační 100x50x12cm | kus | 1 | 0 | základní | 0 | 0.43 | 0.43 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1883352693 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 109 | K | 452386111 | Podkladní a vyrovnávací konstrukce z betonu vyrovnávací prstence z prostého betonu tř. C 25/30 pod poklopy a mříže, výšky do 100 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.08832 | 0.17664 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1650403057 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 110 | M | 59224185 | prstenec šachtový vyrovnávací betonový 625x120x60mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.04 | 0.04 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1866061557 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 111 | M | 59224187 | prstenec šachtový vyrovnávací betonový 625x120x100mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.068 | 0.068 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1173856787 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 112 | K | 894410232 | Osazení betonových dílců šachet kanalizačních skruž přechodová (konus) DN 1000 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.01218 | 0.01218 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -210389471 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 113 | M | 59224312 | konus betonové šachty DN 1000 kanalizační 100x62,5x58cm tl stěny 12 stupadla poplastovaná | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.585 | 0.585 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1839314974 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 114 | K | 899104112 | Osazení poklopů šachtových litinových, ocelových nebo železobetonových včetně rámů pro třídu zatížení D400, E600 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.09 | 0.09 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1024354960 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 115 | M | 28661935 | poklop šachtový litinový DN 600 pro třídu zatížení D400 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.196 | 0.196 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -384895534 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 998 | Přesun hmot | 0 | 0 | 0 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 116 | K | 998273102 | Přesun hmot pro trubní vedení hloubené z trub litinových pro vodovody nebo kanalizace v otevřeném výkopu dopravní vzdálenost do 15 m | t | 85.982 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1800504710 | ||||||||||||||||||||||||||||||||||||
| 117 | K | 998273124 | Přesun hmot pro trubní vedení hloubené z trub litinových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost do 500 m | t | 85.982 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -836440840 |
| {04ec0d71-a4b3-4163-bc12-2fcebfff1b28} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 301.1 - Přeložka přípojky d63 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 301.1 - Přeložka přípojky d63 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 - Zemní práce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 - Vodorovné konstrukce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 - Vedení trubní dálková a přípojná | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 998 - Přesun hmot | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 301.1 - Přeložka přípojky d63 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 133.39535650000002 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 133.39535650000002 | 0 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 1 | Zemní práce | 0 | 0 | 126.07164 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 132212221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 6.475 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -622614498 | ||||||||||||||||||||||||||||||||||||
| VV | "průměrná předpokládana hloubka přípojky 2,2 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 30*(2,2-0,15)*0,9"zeleň" | 55.35 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,24)*0,9"chodník" | 5.292 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,68)*0,9"vozovka" | 4.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 64.74600000000001 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 64,746*0,5*0,2"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | 6.475 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 132254203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 50 do 100 m3 | m3 | 25.898 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -167879146 | ||||||||||||||||||||||||||||||||||||
| VV | "průměrná předpokládana hloubka přípojky 2,2 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 30*(2,2-0,15)*0,9"zeleň" | 55.35 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,24)*0,9"chodník" | 5.292 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,68)*0,9"vozovka" | 4.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 64.74600000000001 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 64,746*0,5*0,8"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | 25.898 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | K | 132312221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 soudržných | m3 | 6.475 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1933003681 | ||||||||||||||||||||||||||||||||||||
| VV | "průměrná předpokládana hloubka přípojky 2,2 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 30*(2,2-0,15)*0,9"zeleň" | 55.35 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,24)*0,9"chodník" | 5.292 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,68)*0,9"vozovka" | 4.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 64.74600000000001 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 64,746*0,5*0,2"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | 6.475 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 | K | 132354203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 50 do 100 m3 | m3 | 25.898 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -107447670 | ||||||||||||||||||||||||||||||||||||
| VV | "průměrná předpokládana hloubka přípojky 2,2 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 30*(2,2-0,15)*0,9"zeleň" | 55.35 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,24)*0,9"chodník" | 5.292 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,68)*0,9"vozovka" | 4.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 64.74600000000001 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 64,746*0,5*0,8"50 % tř. 3 z toho 20 %ručně a 80 % strojně" | 25.898 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 158.4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00085 | 0.13464 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -525743046 | ||||||||||||||||||||||||||||||||||||
| VV | 2*36*2,2 "celková délka x průměrná hloubka " | 158.4 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 158.4 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 158.4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1958520541 | ||||||||||||||||||||||||||||||||||||
| VV | 158,4 | 158.4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 61.31 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -992246004 | ||||||||||||||||||||||||||||||||||||
| VV | "obsyp"11,565 | 11.565 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "zásyp"49,745 | 49.745 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 61.309999999999995 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 32.373 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 189810408 | ||||||||||||||||||||||||||||||||||||
| VV | 6,475+25,898 | 32.373 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 323.73 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 547197756 | ||||||||||||||||||||||||||||||||||||
| VV | 32,373*10 | 323.73 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 32.373 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 529134705 | ||||||||||||||||||||||||||||||||||||
| VV | 6,475+25,898 | 32.373 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 11 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 323.73 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 778238242 | ||||||||||||||||||||||||||||||||||||
| VV | 32,373*10 | 323.73 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 12 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 61.31 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1054941632 | ||||||||||||||||||||||||||||||||||||
| VV | "obsyp"11,565 | 11.565 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "zásyp"49,745 | 49.745 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 61.309999999999995 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 13 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 116.543 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -137290622 | ||||||||||||||||||||||||||||||||||||
| VV | 2*32,373*1,8 | 116.543 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 14 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 49.745 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1289161323 | ||||||||||||||||||||||||||||||||||||
| VV | "průměrná předpokládana hloubka přípojky 2,2 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 30*(2,2-0,15)*0,9"zeleň" | 55.35 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,24)*0,9"chodník" | 5.292 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*(2,2-0,68)*0,9"vozovka" | 4.104 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 64.74600000000001 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "lože"-0,1*36*0,9 | -3.24 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | "obsyp ve výkopu vč. potrubí"-(0,3+0,063)*0,9*36 | -11.761 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 49.745000000000005 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 15 | M | 58344171 | štěrkodrť frakce 0/32 | t | 102.181 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 102.181 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -861949585 | ||||||||||||||||||||||||||||||||||||
| VV | 1,23*1,67*49,745 | 102.181 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 11.565 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1291055540 | ||||||||||||||||||||||||||||||||||||
| VV | "Š x D x TL"0,9*36*(0,063+0,3) | 11.761 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -PI*0,0315*0,0315*63"odpočet potrubí DN 63" | -0.196 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 11.565 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 23.756 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 23.756 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -970863602 | ||||||||||||||||||||||||||||||||||||
| VV | 11,565*1,23*1,67 | 23.756 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 4 | Vodorovné konstrukce | 0 | 0 | 6.126094800000001 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 3.24 | 0 | CS ÚRS 2026 01 | základní | 0 | 1.89077 | 6.126094800000001 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1073461810 | ||||||||||||||||||||||||||||||||||||
| VV | "Š x D x TL"0,9*36*0,1 | 3.24 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 3.24 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 8 | Vedení trubní dálková a přípojná | 0 | 0 | 1.1976217 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 19 | K | 871211141 | Montáž vodovodního potrubí z polyetylenu PE100 RC v otevřeném výkopu svařovaných na tupo SDR 11/PN16 d 63 x 5,8 mm | m | 36 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 468591509 | ||||||||||||||||||||||||||||||||||||
| VV | 36 | 36 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 | M | 28613503 | potrubí vodovodní dvouvrstvé PE100 RC SDR11 63x5,8mm | m | 36.54 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00105 | 0.038367 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1217691489 | ||||||||||||||||||||||||||||||||||||
| VV | 36*1,015 | 36.54 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 21 | K | 877211101 | Montáž tvarovek na vodovodním plastovém potrubí z polyetylenu PE 100 elektrotvarovek SDR 11/PN16 spojek, oblouků nebo redukcí d 63 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1859427484 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 22 | M | 28653133 | nákružek lemový PE 100 SDR11 63mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00019 | 0.00038 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1192835291 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23 | K | 877211201 | Montáž tvarovek na vodovodním plastovém potrubí z polyetylenu PE 100 svařovaných na tupo SDR 11/PN16 oblouků nebo redukcí d 63 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1653948578 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 24 | M | 28614977 | elektroredukce PE 100 PN16 D 90-63mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00043 | 0.00043 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 182786137 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 25 | K | 879221111 | Montáž napojení vodovodní přípojky v otevřeném výkopu DN 63 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00163 | 0.00163 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 987854432 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 26 | K | 891211112 | Montáž vodovodních armatur na potrubí šoupátek nebo klapek uzavíracích v otevřeném výkopu nebo v šachtách s osazením zemní soupravy (bez poklopů) DN 50 | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00072 | 0.00072 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1584027236 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 27 | M | 42221301 | šoupátko pitná voda litina GGG 50 krátká stavební dl PN10/16 DN 50x150mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.012 | 0.012 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2073240783 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 28 | K | 892233922 | Proplach vodovodního potrubí při opravách jednoduchý (bez dezinfekce) DN od 40 do 70 | m | 36 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -880060712 | ||||||||||||||||||||||||||||||||||||
| VV | 36 | 36 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 29 | K | 892241111 | Tlakové zkoušky vodou na potrubí DN do 80 | m | 36 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -711070230 | ||||||||||||||||||||||||||||||||||||
| VV | 36 | 36 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30 | K | 892273932 | Proplach vodovodního potrubí při opravách dezinfekce pro potrubí DN od 40 do 125 | m | 36 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1987273455 | ||||||||||||||||||||||||||||||||||||
| VV | 36 | 36 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 31 | K | 892372111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN do 300 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.45937 | 0.91874 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 41555182 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 32 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.04 | 0.04 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -635725914 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 33 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 1 | 0 | základní | 0 | 0.0133 | 0.0133 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 808020376 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 34 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0003 | 0.0003 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1822031392 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 35 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00033 | 0.00033 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1055547686 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 36 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 36 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0002 | 0.007200000000000001 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1345570421 | ||||||||||||||||||||||||||||||||||||
| VV | 36 | 36 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 37 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 36 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00013 | 0.004679999999999999 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -610410232 | ||||||||||||||||||||||||||||||||||||
| VV | 36 | 36 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 38 | K | 899910202 | Výplň potrubí trub betonových, litinových nebo kameninových cementopopílkovou suspenzí spádem, délky přes 50 do 100 m | m3 | 0.102 | 0 | CS ÚRS 2026 01 | základní | 0 | 1.52985 | 0.15604469999999998 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1547382583 | ||||||||||||||||||||||||||||||||||||
| VV | "Rušena část vodovodu DN 63-36 m" | VV | 2 | 1 | True | 0 | ROZPOCET | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | pi*0,03*0,03*36 | 0.102 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 39 | M | 42291078 | souprava zemní pro šoupátka DN 40-50mm Rd 2,0m | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0035 | 0.0035 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1570234048 | ||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 998 | Přesun hmot | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 40 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 7.458 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 478930788 |
| {513491a1-b301-44d7-be25-1de872a94055} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 302 - Přeložka vodovodu DN 150 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 302 - Přeložka vodovodu DN 150 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 - Zemní práce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 - Vodorovné konstrukce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 - Vedení trubní dálková a přípojná | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 998 - Přesun hmot | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 302 - Přeložka vodovodu DN 150 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 38.162912999999996 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 38.162912999999996 | 0 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 1 | Zemní práce | 0 | 0 | 33.688345 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 132212221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 5.333 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -898030201 | ||||||||||||||||||||||||||||||||||||
| VV | 3*1,3*(2,3-0,24) | 8.034 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*1,3*(3,65-0,24) | 13.299 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 21.333 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | 5.333 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 132254203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 50 do 100 m3 | m3 | 5.333 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1909981400 | ||||||||||||||||||||||||||||||||||||
| VV | 3*1,3*(2,3-0,24) | 8.034 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*1,3*(3,65-0,24) | 13.299 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 21.333 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | 5.333 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | K | 132312221 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 soudržných | m3 | 5.333 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -529769982 | ||||||||||||||||||||||||||||||||||||
| VV | 3*1,3*(2,3-0,24) | 8.034 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*1,3*(3,65-0,24) | 13.299 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 21.333 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | 5.333 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 | K | 132354203 | Hloubení zapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti II skupiny 4 přes 50 do 100 m3 | m3 | 5.333 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -304934024 | ||||||||||||||||||||||||||||||||||||
| VV | 3*1,3*(2,3-0,24) | 8.034 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*1,3*(3,65-0,24) | 13.299 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 21.333 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 21,333*0,5*0,5"50 % tř. 3 z toho 50 %ručně a 50 % strojně" | 5.333 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 | K | 151101102 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky přes 2 do 4 m | m2 | 35.7 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00085 | 0.030345 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1843836910 | ||||||||||||||||||||||||||||||||||||
| VV | 2*3*2,3 | 13.8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*3*3,65 | 21.9 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 35.7 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6 | K | 151101112 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky přes 2 do 4 m | m2 | 35.7 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1651097465 | ||||||||||||||||||||||||||||||||||||
| VV | 35,7 | 35.7 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7 | K | 162351103 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 50 do 500 m | m3 | 19.946 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1285407418 | ||||||||||||||||||||||||||||||||||||
| VV | 16,386"zásyp" | 16.386 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3,56"obsyp" | 3.56 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 19.945999999999998 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 10.666 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -646676770 | ||||||||||||||||||||||||||||||||||||
| VV | 2*5,333 | 10.666 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | K | 162751119 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 106.66 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -449719373 | ||||||||||||||||||||||||||||||||||||
| VV | 10,666*10 | 106.66 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 | K | 162751137 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost přes 9 000 do 10 000 m | m3 | 10.666 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1705018815 | ||||||||||||||||||||||||||||||||||||
| VV | 2*5,333 | 10.666 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 11 | K | 162751139 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti II skupiny 4 a 5 na vzdálenost Příplatek k ceně za každých dalších i započatých 1 000 m | m3 | 106.66 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 995826304 | ||||||||||||||||||||||||||||||||||||
| VV | 10,666*10 | 106.66 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 12 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 19.946 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2131069788 | ||||||||||||||||||||||||||||||||||||
| VV | 16,386"zásyp" | 16.386 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3,56"obsyp" | 3.56 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 19.945999999999998 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 13 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 38.398 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1539713286 | ||||||||||||||||||||||||||||||||||||
| VV | 4*5,333*1,8 | 38.398 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 14 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 16.386 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1870747404 | ||||||||||||||||||||||||||||||||||||
| VV | 4*5,333-0,78-0,5-6*1,3*(0,17+0,3) | 16.386 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 15 | M | 58344171 | štěrkodrť frakce 0/32 | t | 33.658 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 33.658 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -493673927 | ||||||||||||||||||||||||||||||||||||
| VV | 1,23*1,67*16,386 | 33.658 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 3.56 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 197788466 | ||||||||||||||||||||||||||||||||||||
| VV | 6*1,3*(0,17+0,3) | 3.666 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -pi*0,075*0,075*6 | -0.106 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 3.56 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 7.313 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -261060176 | |||||||||||||||||||||||||||||||||||||
| VV | 3,56*1,23*1,67 | 7.313 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 4 | Vodorovné konstrukce | 0 | 0 | 2.6253105999999997 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 0.78 | 0 | CS ÚRS 2026 01 | základní | 0 | 1.89077 | 1.4748006 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -918180550 | ||||||||||||||||||||||||||||||||||||
| VV | 6*1,3*0,1 | 0.78 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 19 | K | 452313141 | Podkladní a zajišťovací konstrukce z betonu prostého v otevřeném výkopu bez zvýšených nároků na prostředí bloky pro potrubí z betonu tř. C 16/20 | m3 | 0.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 2.30102 | 1.15051 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1901568367 | ||||||||||||||||||||||||||||||||||||
| VV | 4*0,5*0,5*0,5 | 0.5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 8 | Vedení trubní dálková a přípojná | 0 | 0 | 1.8492574000000004 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 | K | 850315121 | Výřez nebo výsek na potrubí z trub litinových tlakových nebo plastických hmot DN 150 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2073937400 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 21 | K | 852312122 | Montáž potrubí z trub litinových tlakových přírubových abnormálních délek, jednotlivě do 1 m v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00282 | 0.00564 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1580075969 | ||||||||||||||||||||||||||||||||||||
| VV | 2"sek DN 150" | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 22 | M | 11111111r | trouba vodovodní litinová DN 150 STD l=6,0m TT | kus | 1.01 | 0 | základní | 0 | 0.13174 | 0.1330574 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -67284131 | |||||||||||||||||||||||||||||||||||||
| VV | 1 | 1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1*1,01 "Přepočtené koeficientem množství | 1.01 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23 | M | 55251462 | kroužek zámkový kovový pro extrémní tlaky a speciální konstrukce DN 150 | kus | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0003 | 0.0018 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1733864351 | ||||||||||||||||||||||||||||||||||||
| VV | 6 | 6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 24 | K | 857242122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 80 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00167 | 0.00334 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 365063468 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 25 | M | 55254047 | koleno 90° s patkou přírubové litinové vodovodní N-kus PN10/40 DN 80 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0122 | 0.0244 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1768726426 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 26 | K | 857312122 | Montáž litinových tvarovek na potrubí litinovém tlakovém jednoosých na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00282 | 0.02256 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 362364481 | ||||||||||||||||||||||||||||||||||||
| VV | 4+2+2 | 8 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 27 | M | 55253895r | tvarovka přírubová s hrdlem z tvárné litiny,E-kus, DN 150 | kus | 4 | 0 | základní | 0 | 0.016 | 0.064 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -277398893 | |||||||||||||||||||||||||||||||||||||
| VV | 4 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 28 | M | 31951006 | potrubní spojka jištěná proti posuvu hrdlo-příruba DN 150 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.014 | 0.028 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -267816038 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 29 | M | 111.121831r | trouba přírubová TP-DN 150 PN 10-16 TT-montažní vložka | kus | 2 | 0 | základní | 0 | 0.024 | 0.048 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1684150793 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30 | K | 857314122 | Montáž litinových tvarovek na potrubí litinovém tlakovém odbočných na potrubí z trub přírubových v otevřeném výkopu, kanálu nebo v šachtě DN 150 | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00366 | 0.01464 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1022047628 | ||||||||||||||||||||||||||||||||||||
| VV | 2+2 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 31 | M | 55253530 | tvarovka přírubová litinová vodovodní s přírubovou odbočkou PN10/16 T-kus DN 150/150 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0299 | 0.0598 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -770119129 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 32 | M | 55253527r | tvarovka přírubová litinová s přírubovou odbočkou, T-kus DN 150/80 | kus | 2 | 0 | základní | 0 | 0.0276 | 0.0552 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2033189312 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 33 | K | 891247112 | Montáž vodovodních armatur na potrubí hydrantů podzemních (bez osazení poklopů) DN 80 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00136 | 0.00272 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -389069217 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 34 | M | 42273591r | Hydrant podzemní DN 80/1500 | kus | 2 | 0 | základní | 0 | 0.0425 | 0.085 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1206662282 | |||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 35 | K | 892372111 | Tlakové zkoušky vodou zabezpečení konců potrubí při tlakových zkouškách DN do 300 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.45937 | 0.91874 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1362007253 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 36 | K | 899401112 | Osazení poklopů uličních s pevným rámem litinových šoupátkových | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.04 | 0.16 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1398725212 | ||||||||||||||||||||||||||||||||||||
| VV | 4 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 37 | M | 42291352r | poklop litinový šoupátkový pro zemní soupravy osazení do terénu a do vozovky | kus | 4 | 0 | základní | 0 | 0.0133 | 0.0532 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2082009712 | |||||||||||||||||||||||||||||||||||||
| VV | 4 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 38 | M | 42210050 | deska podkladová uličního poklopu litinového šoupatového | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0003 | 0.0012 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1270475889 | ||||||||||||||||||||||||||||||||||||
| VV | 4 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 39 | K | 899401113 | Osazení poklopů uličních s pevným rámem litinových hydrantových | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.05 | 0.1 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -291279066 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40 | M | 42291452r | poklop litinový hydrantový DN 80 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0295 | 0.059 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1960494803 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 41 | M | 42210052 | deska podkladová uličního poklopu litinového hydrantového | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0025 | 0.005 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1908784711 | ||||||||||||||||||||||||||||||||||||
| VV | 2 | 2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 42 | K | 899712111 | Orientační tabulky na vodovodních a kanalizačních řadech na zdivu | kus | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00033 | 0.00198 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -135142639 | ||||||||||||||||||||||||||||||||||||
| VV | 4+2 | 6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 43 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0002 | 0.0012000000000000001 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1363696281 | ||||||||||||||||||||||||||||||||||||
| VV | 6 | 6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 44 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00013 | 0.0007799999999999999 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -715598019 | ||||||||||||||||||||||||||||||||||||
| VV | 6 | 6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 998 | Přesun hmot | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 45 | K | 998273102 | Přesun hmot pro trubní vedení hloubené z trub litinových pro vodovody nebo kanalizace v otevřeném výkopu dopravní vzdálenost do 15 m | t | 4.505 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1301960428 |
| {26d16e7d-173f-4e50-919f-f1fbfbc4d3bf} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| A - Stavební práce | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ing. Arnošt Polák | DIČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| A - Stavební práce | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 - Zemní práce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 - Vodorovné konstrukce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| A - Stavební práce | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 355.21189360000005 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 355.21189360000005 | 0 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 1 | Zemní práce | 0 | 0 | 355.21189360000005 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 129001101 | Příplatek k cenám vykopávek za ztížení vykopávky v blízkosti podzemního vedení nebo výbušnin v horninách jakékoliv třídy | m3 | 55.682 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -695327868 | ||||||||||||||||||||||||||||||||||||
| VV | (22,208+62,159)*0,66 | 55.682 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 131213701 | Hloubení nezapažených jam ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 22.208 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 781387295 | ||||||||||||||||||||||||||||||||||||
| VV | 10,0*2,5*1,36+2,5*2,5*1,36"zeleň | 42.5 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2,5*2,5*1,3+6,0*2,5*1,56"vozovka | 31.525 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 74.025 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 74,025*0,3"třída I/3 ručně | 22.208 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | K | 131251104 | Hloubení nezapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 51.818 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 196693521 | ||||||||||||||||||||||||||||||||||||
| VV | 10,0*2,5*1,36+2,5*2,5*1,36"zeleň | 42.5 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2,5*2,5*1,3+6,0*2,5*1,56"vozovka | 31.525 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 74.025 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 74,025*0,7"třída I/3 strojně | 51.818 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 | K | 132212331 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 62.159 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1337470019 | ||||||||||||||||||||||||||||||||||||
| VV | 0,8*1,3*0,7+1,6*7,0*1,9"zeleň | 22.008 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,25*0,25*3,4)"odpočet potrubí DN500 | -0.668 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,6*3,8*1,9"chodník | 11.552 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,6*83,8*1,3"vozovka | 174.304 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 207.196 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 207,196*0,3"třída I/3 ručně | 62.159 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 | K | 132251254 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 145.037 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1817443963 | ||||||||||||||||||||||||||||||||||||
| VV | 0,8*1,3*0,7+1,6*7,0*1,9"zeleň | 22.008 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,25*0,25*3,4)"odpočet potrubí DN500 | -0.668 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,6*3,8*1,9"chodník | 11.552 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,6*83,8*1,3"vozovka | 174.304 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 207.196 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 207,196*0,7"třída I/3 strojně | 145.037 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6 | K | 151101101 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky do 2 m | m2 | 291.54 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00084 | 0.24489360000000002 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 701989255 | ||||||||||||||||||||||||||||||||||||
| VV | 2*(10,0+2,5)*1,36"zeleň | 34 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*3,8*1,9"chodník | 14.44 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*(83,8+2,5)*1,3+2*6,0*1,56"vozovka | 243.1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 291.53999999999996 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7 | K | 151101111 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky do 2 m | m2 | 291.54 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -673736152 | ||||||||||||||||||||||||||||||||||||
| 8 | K | 162211311 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 25.31 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1146536360 | ||||||||||||||||||||||||||||||||||||
| VV | (22,208+62,159)*0,3 | 25.31 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | K | 162211319 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m Příplatek za každých dalších 10 m k ceně -1311 | m3 | 50.62 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 434368091 | ||||||||||||||||||||||||||||||||||||
| VV | 25,310*2 | 50.62 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 254.122 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1879820007 | ||||||||||||||||||||||||||||||||||||
| VV | 22,208+51,818+62,159+145,037"výkopek celkem | 281.222 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(64,50-37,40)"odpočet zásyp výkopkem zeleň | -27.1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 254.12199999999999 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 11 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 27.1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -133590788 | ||||||||||||||||||||||||||||||||||||
| VV | 64,50-37,40"nakládání výkopku pro zához ne mezideponii, zeleň | 27.1 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 12 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 457.42 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1868633328 | ||||||||||||||||||||||||||||||||||||
| VV | 254,122*1,8 | 457.42 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 13 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 105.67 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1823254536 | ||||||||||||||||||||||||||||||||||||
| VV | 64,50-37,40"zeleň | 27.1 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 11,55-5,23"chodník | 6.32 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 205,83-133,58"vozovka | 72.25 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 105.67 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 14 | M | 58344171 | štěrkodrť frakce 0/32 | t | 11.376 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 11.376 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1636704835 | ||||||||||||||||||||||||||||||||||||
| VV | 11,55-5,23"chodník | 6.32 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 6,32*1,8 | 11.376 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 15 | M | 58344197 | štěrkodrť frakce 0/63 | t | 130.05 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 130.05 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1410934973 | ||||||||||||||||||||||||||||||||||||
| VV | 205,83-133,58"vozovka | 72.25 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 72,25*1,8 | 130.05 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 16 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 129.419 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1458976246 | ||||||||||||||||||||||||||||||||||||
| VV | (10,0*2,5+2,5*2,5+0,8*1,3+1,6*7,0)*0,76"zeleň | 33.052 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,28*0,28*11,0)"odpočet potrubí dn560 | -2.709 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,6*3,8*0,76"chodník | 4.621 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,28*0,28*3,8)"odpočet potrubí dn560 | -0.936 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (2,5*2,5+6,0*2,5+1,6*83,8)*0,76"vozovka | 118.051 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,28*0,28*92,0)"odpočet potrubí dn560 | -22.66 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 129.419 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 17 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 213.541 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 213.541 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -399816335 | ||||||||||||||||||||||||||||||||||||
| VV | 129,419*1,65 | 213.541 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 4 | Vodorovné konstrukce | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 18 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 20.49 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 540357492 | ||||||||||||||||||||||||||||||||||||
| VV | (10,0*2,5+2,5*2,5+0,8*1,3+1,6*7,0)*0,1"zeleň | 4.349 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,6*3,8*0,1"chodník | 0.608 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (2,5*2,5+6,0*2,5+1,6*83,8)*0,1"vozovka | 15.533 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 20.49 | VV | 2 | 4 | True | 1 | ROZPOCET |
| {efcb3499-2a3c-4ccd-8cfd-db7653b6819b} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| B - Plynovody | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ing. Arnošt Polák | DIČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| B - Plynovody | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| M - Práce a dodávky M | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23-M - Montáže potrubí | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 - Plynovody | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 - Odpoje | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20-1 - DN500 (stopl) -jáma J1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30 - Propoje | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30-1 - DN500 (stopl + šoupě) -jáma J1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40 - Mimochody | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40-1 - PE dn315 -12m | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 50 - Demontáže | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 60 - Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| B - Plynovody | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 0.4884609200000001 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | M | Práce a dodávky M | 0 | 0 | 0.4884609200000001 | 0 | 3 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 23-M | Montáže potrubí | 0 | 0 | 0 | 0 | 3 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 10 | Plynovody | 0 | 0 | 0.27201812000000003 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 230205181 | Montáž potrubí PE průměru přes 110 mm Ø 560, tl. stěny 31,7 mm | m | 104.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1254840729 | ||||||||||||||||||||||||||||||||||||
| 2 | M | 28618839R560 | Potrubí plynovodní PE 100 SDR 17 PN 0,4MPa D 560x33mm | m | 107.326 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -55617384 | |||||||||||||||||||||||||||||||||||||
| VV | 104,2*1,03 | 107.326 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | M | 28614929R560 | elektrospojka SDR17 PE 100 PN10 D 560mm | kus | 5 | 0 | základní | 0 | 0.0072 | 0.036 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1975808838 | |||||||||||||||||||||||||||||||||||||
| 4 | K | 230205471 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 500, tl. stěny 28,3 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1681676060 | ||||||||||||||||||||||||||||||||||||
| 5 | M | 28614929R500 | elektrospojka SDR17 PE 100 PN10 D 500mm | kus | 1 | 0 | základní | 0 | 0.0072 | 0.0072 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1897667310 | |||||||||||||||||||||||||||||||||||||
| 6 | M | 28653161R500 | nákružek lemový PE 100 SDR17 500mm | kus | 1 | 0 | základní | 0 | 0.0158 | 0.0158 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -475159633 | |||||||||||||||||||||||||||||||||||||
| 7 | K | 230205481 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 560, tl. stěny 31,7 mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1943711729 | ||||||||||||||||||||||||||||||||||||
| 8 | M | 28615397R560 | záslepka SDR17 PE 100 D 560mm | kus | 1 | 0 | základní | 0 | 0.00242 | 0.00242 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -905926598 | |||||||||||||||||||||||||||||||||||||
| 9 | M | 28614892R560 | oblouk 90° SDR17 PE 100 PN10 D 560mm | kus | 2 | 0 | základní | 0 | 0.0497 | 0.0994 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1658190911 | |||||||||||||||||||||||||||||||||||||
| 10 | M | 28615380R560500 | redukce SDR17 PE 100 D 560/500 | kus | 1 | 0 | základní | 0 | 0.001 | 0.001 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -648655009 | |||||||||||||||||||||||||||||||||||||
| 11 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 106 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0002 | 0.0212 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1768968256 | ||||||||||||||||||||||||||||||||||||
| 12 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 104 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00013 | 0.013519999999999999 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1222686960 | ||||||||||||||||||||||||||||||||||||
| 13 | K | 230250001R1 | Montáž a dodávka kontrolní vývod signalizačního vodiče zemní | kus | 1 | 0 | základní | 0 | 0.00359 | 0.00359 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1137464506 | |||||||||||||||||||||||||||||||||||||
| 14 | K | 230220016R.1 | Montáž a dodávka odfuku etapy, komplet včetně potrubí a kul. kohoutu | kus | 1 | 0 | základní | 0 | 0.00006 | 0.00006 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2071348015 | |||||||||||||||||||||||||||||||||||||
| 15 | K | 230220016RPE | Montáž odfuku PE d 63 do poklopu, komplet včetně potrubí a kul. kohoutu | kus | 1 | 0 | základní | 0 | 0.00006 | 0.00006 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2033346070 | |||||||||||||||||||||||||||||||||||||
| 16 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -606871953 | ||||||||||||||||||||||||||||||||||||
| 17 | M | 28614042R63 | tvarovka T-kus navrtávací bez vrtáku D 225-63mm | kus | 2 | 0 | základní | 0 | 0.00098 | 0.00196 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 225552686 | |||||||||||||||||||||||||||||||||||||
| 18 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -447718576 | ||||||||||||||||||||||||||||||||||||
| 19 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | 0 | základní | 0 | 0.014 | 0.014 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -132733401 | |||||||||||||||||||||||||||||||||||||
| 20 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | 0 | základní | 0 | 0.0019 | 0.0019 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1272997914 | |||||||||||||||||||||||||||||||||||||
| 21 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | 0 | základní | 0 | 0.00065 | 0.00065 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1816715030 | |||||||||||||||||||||||||||||||||||||
| 22 | K | 230210003 | Oprava továrního opláštění a izolace svarů ovinem páskou za studena 2 vrstvy | m2 | 9.576 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00012 | 0.00114912 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 299702949 | ||||||||||||||||||||||||||||||||||||
| VV | 2*PI*0,508*3"oprava v délce 3 m | 9.576 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23 | M | 343821280R | Izolačí páska Servierap + primer + tmel | m2 | 10.545 | 0 | základní | 0 | 0.0002 | 0.002109 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1912381988 | |||||||||||||||||||||||||||||||||||||
| VV | 9,586*1,1 | 10.545 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 24 | K | 230210015R | Oprava opláštění ruční asfaltem PROTEGOL | m2 | 1 | 0 | základní | 0 | 0.001 | 0.001 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 336643956 | |||||||||||||||||||||||||||||||||||||
| 25 | M | 235216100R | ochranný nátěr PROTEGOL | kg | 1 | 0 | základní | 0 | 0.001 | 0.001 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1312260661 | |||||||||||||||||||||||||||||||||||||
| 26 | K | 230220037 | Montáž příslušenství plynovodů izolační desky pod armatury DN přes 400 do 600 | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -766890743 | ||||||||||||||||||||||||||||||||||||
| 27 | M | GLP.AV4250300001000R | deska antivibrační recyklovaná pryž GELTEC S1000 2000x1000x50mm černá | m2 | 2 | 0 | základní | 0 | 0.024 | 0.048 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1075818489 | |||||||||||||||||||||||||||||||||||||
| D | 20 | Odpoje | 0 | 0 | 0.005266399999999999 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 20-1 | DN500 (stopl) -jáma J1 | 0 | 0 | 0.005266399999999999 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 28 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1442752818 | |||||||||||||||||||||||||||||||||||||
| 29 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -514462157 | |||||||||||||||||||||||||||||||||||||
| 30 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1177065392 | |||||||||||||||||||||||||||||||||||||
| 31 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 137577544 | |||||||||||||||||||||||||||||||||||||
| 32 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 996487257 | |||||||||||||||||||||||||||||||||||||
| 33 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | 0 | základní | 0 | 0.0003 | 0.0014364 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1793245686 | |||||||||||||||||||||||||||||||||||||
| VV | PI*0,508*3"oprava v délce 3 m | 4.788 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 34 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0006 | 0.0006 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -362519230 | ||||||||||||||||||||||||||||||||||||
| 35 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00323 | 0.00323 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2019010335 | ||||||||||||||||||||||||||||||||||||
| 36 | M | 2862957R | Přesuvka ukončovací SCHUCK SU-K PN 16 DN 500 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 853989202 | |||||||||||||||||||||||||||||||||||||
| D | 30 | Propoje | 0 | 0 | 0.0218164 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 30-1 | DN500 (stopl + šoupě) -jáma J1 | 0 | 0 | 0.0218164 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 37 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 771755323 | |||||||||||||||||||||||||||||||||||||
| 38 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1489824154 | |||||||||||||||||||||||||||||||||||||
| 39 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -420400186 | |||||||||||||||||||||||||||||||||||||
| 40 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1158776011 | |||||||||||||||||||||||||||||||||||||
| 41 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -543067555 | |||||||||||||||||||||||||||||||||||||
| 42 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | 0 | základní | 0 | 0.0003 | 0.0014364 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 435147257 | |||||||||||||||||||||||||||||||||||||
| VV | PI*0,508*3"oprava v délce 3 m | 4.788 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 43 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0006 | 0.0006 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 560840207 | ||||||||||||||||||||||||||||||||||||
| 44 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00323 | 0.00323 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1990507455 | ||||||||||||||||||||||||||||||||||||
| 45 | M | 1939500R | příruba s krkem DN 500 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1158123196 | |||||||||||||||||||||||||||||||||||||
| 46 | M | 2862956R | Přesuvka SCHUCK SMU-S PN 16 DN 500 (508) | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -320373047 | |||||||||||||||||||||||||||||||||||||
| 47 | K | 230030010 | Montáž trubních dílů přírubových hmotnosti přes 300 do 400 kg | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1799617970 | ||||||||||||||||||||||||||||||||||||
| 48 | M | 3.1.500.PR | AVK šoupátko F4 DN 500 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 8752244 | |||||||||||||||||||||||||||||||||||||
| 49 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2112889773 | ||||||||||||||||||||||||||||||||||||
| 50 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -537673220 | |||||||||||||||||||||||||||||||||||||
| 51 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -658774869 | |||||||||||||||||||||||||||||||||||||
| 52 | M | 29478R | Podložka M 30 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1075366936 | |||||||||||||||||||||||||||||||||||||
| 53 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1052944589 | |||||||||||||||||||||||||||||||||||||
| 54 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1701624073 | ||||||||||||||||||||||||||||||||||||
| 55 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -298474534 | |||||||||||||||||||||||||||||||||||||
| 56 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1281153449 | ||||||||||||||||||||||||||||||||||||
| 57 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | 0 | základní | 0 | 0.014 | 0.014 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1479890407 | |||||||||||||||||||||||||||||||||||||
| 58 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | 0 | základní | 0 | 0.0019 | 0.0019 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 870335847 | |||||||||||||||||||||||||||||||||||||
| 59 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | 0 | základní | 0 | 0.00065 | 0.00065 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1463043961 | |||||||||||||||||||||||||||||||||||||
| D | 40 | Mimochody | 0 | 0 | 0.17074 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 40-1 | PE dn315 -12m | 0 | 0 | 0.17074 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 60 | K | 230205156 | Montáž plynovodního potrubí PE průměru přes 110 mm Ø 315, tl. stěny 17,9 mm | m | 12 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1288398372 | ||||||||||||||||||||||||||||||||||||
| 61 | M | 2866332R | Potrubí plynovodní PE 100RC SDR 17 PN 0,4MPa D 315x17,9mm | m | 12.6 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 128 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 2033232396 | |||||||||||||||||||||||||||||||||||||
| VV | 12*1,05 | 12.6 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 62 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 12 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0072 | 0.0864 | 0 | 0 | 128 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 783775368 | ||||||||||||||||||||||||||||||||||||
| 63 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1025294389 | ||||||||||||||||||||||||||||||||||||
| 64 | M | 28615234R315 | Tvarovka na tupo PE 100 SDR17 záslepka dn 315 | ks | 2 | 0 | základní | 0 | 0.0065 | 0.013 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1977893561 | |||||||||||||||||||||||||||||||||||||
| 65 | M | 28614836 | koleno 90° SDR17 PE 100 PN10 D 315mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0151 | 0.0604 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 872204540 | ||||||||||||||||||||||||||||||||||||
| 66 | M | 28653159 | nákružek lemový PE 100 SDR17 315mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00547 | 0.01094 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -945709841 | ||||||||||||||||||||||||||||||||||||
| 67 | K | 23025R006300 | Odpoj nebo propoj STL plynovodu DN 300 nebo dn315 uzavřením nebo otevřením uzávěru | ks | 4 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 601353658 | |||||||||||||||||||||||||||||||||||||
| 68 | K | 230205000R315 | Demontáž bypassu d315 | soubor | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 453539703 | |||||||||||||||||||||||||||||||||||||
| D | 50 | Demontáže | 0 | 0 | 0.018619999999999998 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 69 | K | 230082385 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00065 | 0.0013 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1497870303 | ||||||||||||||||||||||||||||||||||||
| 70 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00323 | 0.00323 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1434026815 | ||||||||||||||||||||||||||||||||||||
| 71 | M | 55283870R300 | dno klenuté S235JR PN16 508x8mm DN 500 | kus | 1 | 0 | základní | 0 | 0.009 | 0.009 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -608636247 | |||||||||||||||||||||||||||||||||||||
| 72 | K | 230083154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 50 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00065 | 0.0026 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1820079529 | ||||||||||||||||||||||||||||||||||||
| VV | 6/1,5 | 4 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 73 | K | 230208516 | Odplynění a inertizace ocelového potrubí DN přes 300 mm | m | 83 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00003 | 0.00249 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192108381 | ||||||||||||||||||||||||||||||||||||
| D | 60 | Ostatní náklady | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 74 | K | 230230023 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 300 | m | 12 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1915702253 | ||||||||||||||||||||||||||||||||||||
| 75 | K | 230230026 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 500 | m | 104.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1180787811 | ||||||||||||||||||||||||||||||||||||
| 76 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 116.2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 157960913 | |||||||||||||||||||||||||||||||||||||
| VV | 104,2+12 | 116.2 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 77 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 4.55 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1431871508 | ||||||||||||||||||||||||||||||||||||
| 78 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 4.55 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -803417314 | ||||||||||||||||||||||||||||||||||||
| 79 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 4.55 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1343872820 |
| {04569ffc-c761-4f5d-b0c4-7001b173fbed} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| C - Přípojky | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ing. Arnošt Polák | DIČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| C - Přípojky | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| M - Práce a dodávky M | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23-M - Montáže potrubí | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 - Přípojky | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 - Odpoje | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30 - Propoje | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40 - Demontáže | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 50 - Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.1 - STL 1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| C - Přípojky | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 0.0029416 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | M | Práce a dodávky M | 0 | 0 | 0.0029416 | 0 | 3 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 23-M | Montáže potrubí | 0 | 0 | 0 | 0 | 3 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 10 | Přípojky | 0 | 0 | 0.0019616 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 230205025 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 32, tl. stěny 3,0 mm | m | 1.4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 819885487 | ||||||||||||||||||||||||||||||||||||
| 2 | M | 28613911 | potrubí plynovodní PE 100RC SDR 11 PN 0,4MPa D 32x3,0mm | m | 1.47 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00028 | 0.0004116 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 824990506 | ||||||||||||||||||||||||||||||||||||
| VV | 1,4*1,05 | 1.47 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | M | 28615969 | elektrospojka SDR11 PE 100 PN16 D 32mm | kus | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00005 | 0.00015000000000000001 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2100510616 | ||||||||||||||||||||||||||||||||||||
| 4 | K | 230205225 | Montáž trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 32, tl. stěny 3,0 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -128387524 | ||||||||||||||||||||||||||||||||||||
| 5 | M | 28615020 | elektrozáslepka SDR11 PE 100 PN16 D 32mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00006 | 0.00006 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2091931044 | ||||||||||||||||||||||||||||||||||||
| 6 | M | NCL.616176 | FRIALEN - KH d32, PE100, SDR11, kulový kohout, elektro | kus | 1 | 0 | základní | 0 | 0.00065 | 0.00065 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2012040714 | |||||||||||||||||||||||||||||||||||||
| 7 | K | 899721111 | Signalizační vodič na potrubí DN do 150 mm | m | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00019 | 0.00057 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2080673092 | ||||||||||||||||||||||||||||||||||||
| 8 | K | 899722111 | Krytí potrubí z plastů výstražnou fólií z PVC šířky do 20 cm | m | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00006 | 0.00012 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 850669342 | ||||||||||||||||||||||||||||||||||||
| D | 20 | Odpoje | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 30 | Propoje | 0 | 0 | 0.00098 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | K | 230020R999031 | Vysazení odbočky na PE potrubí do dn 40 mm | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 733230748 | |||||||||||||||||||||||||||||||||||||
| 10 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 776574562 | ||||||||||||||||||||||||||||||||||||
| 11 | M | 28614042R32 | tvarovka T-kus navrtávací bez vrtáku SA TL D 250-560/32 mm | kus | 1 | 0 | základní | 0 | 0.00098 | 0.00098 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -661520561 | |||||||||||||||||||||||||||||||||||||
| D | 40 | Demontáže | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 50 | Ostatní náklady | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 12 | K | 230230017 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 80 | m | 1.4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 532812815 | ||||||||||||||||||||||||||||||||||||
| 13 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 1.4 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 799136156 | |||||||||||||||||||||||||||||||||||||
| 14 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 0.004 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1407113091 | ||||||||||||||||||||||||||||||||||||
| 15 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 0.004 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 749661997 | ||||||||||||||||||||||||||||||||||||
| 16 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 0.004 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1496700770 |
| {5fe693ac-1ee4-4a00-82f0-623f2b0cb36b} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| A - Stavební práce | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ing. Arnošt Polák | DIČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| A - Stavební práce | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 - Zemní práce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 - Svislé a kompletní konstrukce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 - Vodorovné konstrukce | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| A - Stavební práce | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 158.180236 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 158.180236 | 0 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 1 | Zemní práce | 0 | 0 | 158.170588 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 129001101 | Příplatek k cenám vykopávek za ztížení vykopávky v blízkosti podzemního vedení nebo výbušnin v horninách jakékoliv třídy | m3 | 29.024 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1823579420 | ||||||||||||||||||||||||||||||||||||
| VV | (36,780+7,196)*0,66 | 29.024 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 131213701 | Hloubení nezapažených jam ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 36.78 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -537004032 | ||||||||||||||||||||||||||||||||||||
| VV | 1,5*1,5*0,7+3,5*1,8*0,9+2,5*2,5*1,4+4,5*2,5*1,4+10,0*2,5*1,4"zeleň | 66.745 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,5*1,5*0,7+2*3,0*1,5*0,9+3,5*1,5*0,9+5*1,8*1,8*0,9+3,5*2,5*1,0+2,5*2,5*1,6"chodník | 47.73 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2,5*2,5*1,3"vozovka | 8.125 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 122.6 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 122,600*0,3"třída I/3 ručně | 36.78 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | K | 131251104 | Hloubení nezapažených jam a zářezů strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 85.82 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 128239448 | ||||||||||||||||||||||||||||||||||||
| VV | 1,5*1,5*0,7+3,5*1,8*0,9+2,5*2,5*1,4+4,5*2,5*1,4+10,0*2,5*1,4"zeleň | 66.745 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 1,5*1,5*0,7+2*3,0*1,5*0,9++3,5*1,5*0,9+5*1,8*1,8*0,9+3,5*2,5*1,0+2,5*2,5*1,6"chodník | 47.73 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2,5*2,5*1,3"vozovka | 8.125 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 122.6 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 122,600*0,7"třída I/3 strojně | 85.82 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 | K | 132212331 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm ručně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 soudržných | m3 | 7.196 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1478841920 | ||||||||||||||||||||||||||||||||||||
| VV | 0,8*4,2*0,7+0,8*5,5*1,0+0,8*4,8*1,0+0,8*1,0*1,0+1,6*3,6*1,2+1,6*0,7*1,4"zeleň | 19.872 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,25*0,25*21,4)"odpočet potrubí DN500 | -4.202 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 0,8*6,0*0,7+1,6*2,3*1,5"chodník | 8.88 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,15*0,15*8,0)"odpočet potrubí DN300 | -0.565 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 23.985 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 23,985*0,3"třída I/3 ručně | 7.196 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 | K | 132251254 | Hloubení nezapažených rýh šířky přes 800 do 2 000 mm strojně s urovnáním dna do předepsaného profilu a spádu v hornině třídy těžitelnosti I skupiny 3 přes 100 do 500 m3 | m3 | 16.79 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -156518060 | ||||||||||||||||||||||||||||||||||||
| VV | 0,8*4,2*0,7+0,8*5,5*1,0+0,8*4,8*1,0+0,8*1,0*1,0+1,6*3,6*1,2+1,6*0,7*1,4"zeleň | 19.872 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,25*0,25*21,4)"odpočet potrubí DN500 | -4.202 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 0,8*6,0*0,7+1,6*2,3*1,5"chodník | 8.88 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,15*0,15*8,0)"odpočet potrubí DN300 | -0.565 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Mezisoučet | 23.985 | VV | 2 | 3 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 23,985*0,7"třída I/3 strojně | 16.79 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 6 | K | 141721212 | Řízený zemní protlak délky protlaku do 50 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 včetně zatažení trub v hloubce do 6 m průměru vrtu přes 90 do 110 mm | m | 16.6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0027 | 0.044820000000000006 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1654720547 | ||||||||||||||||||||||||||||||||||||
| VV | 16,6"mikrotunel pro kabely PKO | 16.6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7 | M | 28613902R11 | potrubí plynovodní PE 100RC SDR 11 PN 0,1MPa tyče 12m 110x10mm | m | 17 | 0 | základní | 0 | 0.0021 | 0.035699999999999996 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -333321508 | |||||||||||||||||||||||||||||||||||||
| 8 | K | 141721214 | Řízený zemní protlak délky protlaku do 50 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 včetně zatažení trub v hloubce do 6 m průměru vrtu přes 140 do 180 mm | m | 16.6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0036 | 0.05976 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 826943647 | ||||||||||||||||||||||||||||||||||||
| VV | 16,6"mikrotunel PE dn160 pro přeložku STL 2 | 16.6 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | M | 28613904R11 | potrubí plynovodní PE 100RC SDR 11 PN 0,1MPa tyče 12m 160x14,6mm | m | 17 | 0 | základní | 0 | 0.00434 | 0.07378 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1151603041 | |||||||||||||||||||||||||||||||||||||
| 10 | K | 141721347R | Řízené šnekové horizontální vrtání s vtlačením potrubí v hloubce do 6 m v hornině třídy těžitelnosti I a II, skupiny 1 až 4 dimenze pro ocelové potrubí délky vrtu přes 20 do 50 m, průměru přes DN 600 do 700 mm | m | 25.6 | 0 | základní | 0 | 0.001 | 0.0256 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2007156858 | |||||||||||||||||||||||||||||||||||||
| 11 | K | 151101101 | Zřízení pažení a rozepření stěn rýh pro podzemní vedení příložné pro jakoukoliv mezerovitost, hloubky do 2 m | m2 | 214.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00084 | 0.179928 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 82006770 | ||||||||||||||||||||||||||||||||||||
| VV | 2*3,5*1,4+2*(2,5+4,5+10,0)*1,9+2*(5,5+4,8+1,0)*1,5+2*3,6*1,7+2*0,7*1,9"zeleň | 123.2 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*(2*3,0+3,5+5*1,8)*1,4+2*3,5*1,5+2*2,5*2,1+2*2,3*2,0"chodník | 82 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*2,5*1,8"vozovka | 9 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 214.2 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 12 | K | 151101111 | Odstranění pažení a rozepření stěn rýh pro podzemní vedení s uložením materiálu na vzdálenost do 3 m od kraje výkopu příložné, hloubky do 2 m | m2 | 214.2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 533983595 | ||||||||||||||||||||||||||||||||||||
| 13 | K | 162211311 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 13.193 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1344001066 | ||||||||||||||||||||||||||||||||||||
| VV | (36,780+7,196)*0,3 | 13.193 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 14 | K | 162211319 | Vodorovné přemístění výkopku nebo sypaniny stavebním kolečkem s vyprázdněním kolečka na hromady nebo do dopravního prostředku na vzdálenost do 10 m Příplatek za každých dalších 10 m k ceně -1311 | m3 | 26.386 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1046785489 | ||||||||||||||||||||||||||||||||||||
| VV | 13,193*2 | 26.386 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 15 | K | 162751117 | Vodorovné přemístění výkopku nebo sypaniny po suchu na obvyklém dopravním prostředku, bez naložení výkopku, avšak se složením bez rozhrnutí z horniny třídy těžitelnosti I skupiny 1 až 3 na vzdálenost přes 9 000 do 10 000 m | m3 | 102.566 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1461319374 | ||||||||||||||||||||||||||||||||||||
| VV | 36,780+85,820+7,196+16,790"výkopek celkem | 146.586 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(86,42-42,40)"odpočet zásyp výkopkem zeleň | -44.02 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 102.566 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 16 | K | 167151101 | Nakládání, skládání a překládání neulehlého výkopku nebo sypaniny strojně nakládání, množství do 100 m3, z horniny třídy těžitelnosti I, skupiny 1 až 3 | m3 | 44.02 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 446397314 | ||||||||||||||||||||||||||||||||||||
| VV | 86,42-42,40"nakládání výkopku pro zához ne mezideponii, zeleň | 44.02 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 17 | K | 171201231 | Poplatek za uložení stavebního odpadu na recyklační skládce (skládkovné) zeminy a kamení zatříděného do Katalogu odpadů pod kódem 17 05 04 | t | 184.619 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 703081018 | ||||||||||||||||||||||||||||||||||||
| VV | 102,566*1,8 | 184.619 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 18 | K | 174151101 | Zásyp sypaninou z jakékoliv horniny strojně s uložením výkopku ve vrstvách se zhutněním jam, šachet, rýh nebo kolem objektů v těchto vykopávkách | m3 | 73.88 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1575107742 | ||||||||||||||||||||||||||||||||||||
| VV | 86,42-42,40"zeleň | 44.02 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 56,61-31,12"chodník | 25.49 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 8,13-3,76"vozovka | 4.37 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 73.88000000000001 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 19 | M | 58344171 | štěrkodrť frakce 0/32 | t | 45.882 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 45.882 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1213199883 | ||||||||||||||||||||||||||||||||||||
| VV | 56,61-31,12"chodník | 25.49 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 25,49*1,8 | 45.882 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 | M | 58344197 | štěrkodrť frakce 0/63 | t | 7.866 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 7.866 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1758319521 | ||||||||||||||||||||||||||||||||||||
| VV | 8,13-3,76"vozovka | 4.37 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 4,37*1,8 | 7.866 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 21 | K | 175111101 | Obsypání potrubí ručně sypaninou z vhodných hornin třídy těžitelnosti I a II, skupiny 1 až 4 nebo materiálem připraveným podél výkopu ve vzdálenosti do 3 m od jeho kraje pro jakoukoliv hloubku výkopu a míru zhutnění bez prohození sypaniny | m3 | 63.032 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1135438855 | ||||||||||||||||||||||||||||||||||||
| VV | (1,5*1,5+0,8*4,2)*0,31+3,5*1,8*0,52+(2,5*2,5+4,5*2,5+10,*2,5)*0,76"zeleň | 37.315 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,28*0,28*13,6)"odpočet potrubí dn560 | -3.35 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (1,5*1,5+2*3,0*1,5+3,5*1,5+0,8*6,0)*0,31+(5*1,8*1,8+3,5*2,5)*0,52+(2,5*2,5+1,6*2,3)*0,76"chodník | 27.124 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | -(PI*0,28*0,28*4,8)"odpočet potrubí dn560 | -1.182 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2,5*2,5*0,5"vozovka | 3.125 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 63.032 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 22 | M | 58331351 | kamenivo těžené drobné frakce 0/4 | t | 104.003 | 0 | CS ÚRS 2026 01 | základní | 0 | 1 | 104.003 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 799978614 | ||||||||||||||||||||||||||||||||||||
| VV | 63,032*1,65 | 104.003 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 3 | Svislé a kompletní konstrukce | 0 | 0 | 0.009648 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 23 | K | 327313216 | Opěrné zdi a valy z betonu prostého bez zvláštních nároků na vliv prostředí tř. C 16/20 | m3 | 0.64 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 254391207 | ||||||||||||||||||||||||||||||||||||
| VV | 2*1,0*0,8*0,4"zíklad pod výškovou etáž potrubí | 0.64 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 24 | K | 327351211 | Bednění opěrných zdí a valů svislých i skloněných, výšky do 20 m zřízení | m2 | 2.88 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00335 | 0.009648 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 843334007 | ||||||||||||||||||||||||||||||||||||
| VV | 4*1,0*0,4+4*0,8*0,4 | 2.88 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 25 | K | 327351221 | Bednění opěrných zdí a valů svislých i skloněných, výšky do 20 m odstranění | m2 | 2.88 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -944654633 | ||||||||||||||||||||||||||||||||||||
| D | 4 | Vodorovné konstrukce | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 26 | K | 451572111 | Lože pod potrubí, stoky a drobné objekty v otevřeném výkopu z kameniva drobného těženého 0 až 4 mm | m3 | 9.077 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1774817166 | ||||||||||||||||||||||||||||||||||||
| VV | (1,5+1,5+3,5*1,8+10,0*2,5+0,8*4,2+1,6*3,6+1,6*0,7)*0,1"zeleň | 4.454 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | (1,5*1,5+2*3,0*1,5+3,5*1,5+3,5*2,5+2,5*2,5+0,8*6,0+1,6*2,3)*0,1"chodník | 3.998 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2,5*2,5*0,1"vozovka | 0.625 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 9.077 | VV | 2 | 4 | True | 1 | ROZPOCET |
| {662374dc-cdb0-42c3-b370-6ca9e00175be} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| B - Plynovody | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ing. Arnošt Polák | DIČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| B - Plynovody | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| M - Práce a dodávky M | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23-M - Montáže potrubí | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10 - Plynovody | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20 - Odpoje | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20-1 - dn315 (balon NTLl) - jáma O1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20-2 - DN100 (stopl) - jáma O2 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 20-3 - DN500 (stopl) jáma J5 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30 - Propoje | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30-1 - DN100 (stopl) - jáma K2 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30-2 - DN500 (stopl + šoupě) - jáma K3 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 30-3 - dn110 (navrtávka) - jáma K1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40 - Mimochody | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40-1 - PE dn90 - 11m | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 40-2 - PE dn315 - 14m | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 50 - Demontáže | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 60 - Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| B - Plynovody | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 1.33457428 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | HSV | 0 | 0 | 0 | 0 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | M | Práce a dodávky M | 0 | 0 | 1.33457428 | 0 | 3 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 23-M | Montáže potrubí | 0 | 0 | 0 | 0 | 3 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 10 | Plynovody | 0 | 0 | 0.9440021599999998 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 230030011 | Montáž trubních dílů přírubových hmotnosti přes 400 do 500 kg | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1921953040 | ||||||||||||||||||||||||||||||||||||
| 2 | M | 3.1.500.PR.1 | AVK šoupátko F4 DN 500 PN 10 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1228658803 | |||||||||||||||||||||||||||||||||||||
| 3 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1368391021 | ||||||||||||||||||||||||||||||||||||
| 4 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -846721062 | |||||||||||||||||||||||||||||||||||||
| 5 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 760148308 | |||||||||||||||||||||||||||||||||||||
| 6 | M | 29478R | Podložka M 30 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1144144058 | |||||||||||||||||||||||||||||||||||||
| 7 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1157361743 | |||||||||||||||||||||||||||||||||||||
| 8 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1787024608 | ||||||||||||||||||||||||||||||||||||
| 9 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 388924194 | |||||||||||||||||||||||||||||||||||||
| 10 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1522283016 | ||||||||||||||||||||||||||||||||||||
| 11 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | 0 | základní | 0 | 0.014 | 0.014 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1503930857 | |||||||||||||||||||||||||||||||||||||
| 12 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | 0 | základní | 0 | 0.0019 | 0.0019 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -472169079 | |||||||||||||||||||||||||||||||||||||
| 13 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | 0 | základní | 0 | 0.00065 | 0.00065 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -360575043 | |||||||||||||||||||||||||||||||||||||
| 14 | K | 230205055 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 110, tl. stěny 6,3 mm | m | 35.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -488365826 | ||||||||||||||||||||||||||||||||||||
| 15 | M | 28613902 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 110x6,6mm | m | 36.132 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0021 | 0.07587719999999999 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1975352201 | ||||||||||||||||||||||||||||||||||||
| VV | 35,08*1,03 | 36.132 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 16 | M | 28615975 | elektrospojka SDR11 PE 100 PN16 D 110mm | kus | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00072 | 0.00216 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1517735351 | ||||||||||||||||||||||||||||||||||||
| 17 | K | 230205181 | Montáž potrubí PE průměru přes 110 mm Ø 560, tl. stěny 31,7 mm | m | 60.9 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1094722013 | ||||||||||||||||||||||||||||||||||||
| 18 | M | 28618839R560 | Potrubí plynovodní PE 100 SDR 17 PN 0,4MPa D 560x33mm | m | 62.727 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 67446357 | |||||||||||||||||||||||||||||||||||||
| VV | 60,9*1,03 | 62.727 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 19 | M | 28614929R560 | elektrospojka SDR17 PE 100 PN10 D 560mm | kus | 18 | 0 | základní | 0 | 0.0072 | 0.1296 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1499727115 | |||||||||||||||||||||||||||||||||||||
| 20 | K | 230205256 | Montáž plynovodních trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 110, tl. stěny 10,0 mm | kus | 7 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -58164316 | ||||||||||||||||||||||||||||||||||||
| 21 | M | 28614588 | elektrozáslepka SDR11 PE 100 PN16 D 110mm KIT | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00091 | 0.00091 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 471589658 | ||||||||||||||||||||||||||||||||||||
| 22 | M | 28614949 | elektrokoleno 45° PE 100 PN16 D 110mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00121 | 0.00242 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1281007772 | ||||||||||||||||||||||||||||||||||||
| 23 | M | 28614937 | elektrokoleno 90° PE 100 PN16 D 110mm | kus | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00141 | 0.00423 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2099766888 | ||||||||||||||||||||||||||||||||||||
| 24 | M | NCL.616181 | FRIALEN - KH d110, PE100, SDR11, kulový kohout, elektro | kus | 1 | 0 | základní | 0 | 0.0051 | 0.0051 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1620485206 | |||||||||||||||||||||||||||||||||||||
| 25 | K | 230205471 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 500, tl. stěny 28,3 mm | kus | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 184621211 | ||||||||||||||||||||||||||||||||||||
| 26 | M | 28614929R500 | elektrospojka SDR17 PE 100 PN10 D 500mm | kus | 3 | 0 | základní | 0 | 0.0072 | 0.0216 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 654800358 | |||||||||||||||||||||||||||||||||||||
| 27 | M | 28653161R500 | nákružek lemový PE 100 SDR17 500mm | kus | 3 | 0 | základní | 0 | 0.0158 | 0.047400000000000005 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -667755287 | |||||||||||||||||||||||||||||||||||||
| 28 | K | 230205481 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 560, tl. stěny 31,7 mm | kus | 13 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1760744872 | ||||||||||||||||||||||||||||||||||||
| 29 | M | 28615397R560 | záslepka SDR17 PE 100 D 560mm | kus | 3 | 0 | základní | 0 | 0.00242 | 0.007259999999999999 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1809625724 | |||||||||||||||||||||||||||||||||||||
| 30 | M | 28650117R | oblouk 22° SDR17 PE PN10 D 560mm | kus | 2 | 0 | základní | 0 | 0.02007 | 0.04014 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2069340687 | |||||||||||||||||||||||||||||||||||||
| 31 | M | 28614892R560 | oblouk 90° SDR17 PE 100 PN10 D 560mm | kus | 5 | 0 | základní | 0 | 0.0497 | 0.2485 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1702267303 | |||||||||||||||||||||||||||||||||||||
| 32 | M | 28615380R560500 | redukce SDR17 PE 100 D 560/500 | kus | 3 | 0 | základní | 0 | 0.001 | 0.003 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1141950005 | |||||||||||||||||||||||||||||||||||||
| 33 | K | 230202032 | Montáž plastové chráničky pro plynovody průměru přes 63 do 110 mm | m | 32 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1192578815 | ||||||||||||||||||||||||||||||||||||
| VV | 6"O.T. pro drenážní kabel EPD | 6 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 26"O.T. pro kabely PKO v protlaku DN1000 | 26 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 32 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 34 | M | 28613902 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 110x6,6mm | m | 32 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0021 | 0.0672 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1819464592 | ||||||||||||||||||||||||||||||||||||
| 35 | K | 230202071 | Nasunutí potrubní sekce do chráničky pro plynovody nasouvané potrubí plastové dn do 63 mm | m | 32 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1489719360 | ||||||||||||||||||||||||||||||||||||
| VV | 6+26"kabely EPD + PKO | 32 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 36 | K | 230202073 | Nasunutí potrubní sekce do chráničky pro plynovody nasouvané potrubí plastové dn přes 110 do 160 mm | m | 18 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 923803928 | ||||||||||||||||||||||||||||||||||||
| VV | 18"zatažení do mikrotunelu dn160 | 18 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 37 | K | 230202078 | Nasunutí potrubní sekce do chráničky nasouvané potrubí plastové dn přes 450 do 560 mm | m | 28.3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1840106903 | ||||||||||||||||||||||||||||||||||||
| VV | 28,3"zatažení do protlaku DN1000 | 28.3 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 38 | K | 230202187 | Montáž kluzných objímek pro zasunutí potrubí do chráničky pro plynovody výšky 130 mm vnějšího průměru potrubí přes 550 do 600 mm | kus | 17 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00004 | 0.00068 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1079035584 | ||||||||||||||||||||||||||||||||||||
| 39 | M | 28655175 | objímka kluzná typ E segment v 130mm | kus | 102 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00068 | 0.06936 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 486433581 | ||||||||||||||||||||||||||||||||||||
| 40 | M | 28655175R | zajišťovací páska pro kluzné objímky typ E | kus | 29.893 | 0 | základní | 0 | 0.00068 | 0.020327240000000003 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 525585810 | |||||||||||||||||||||||||||||||||||||
| VV | 17*0,560*3,14 | 29.893 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 41 | K | 230202225R | Utěsnění čela ochranné trubky přes 63 do 110 mm | kus | 4 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1349406658 | |||||||||||||||||||||||||||||||||||||
| 42 | K | 230202226 | Utěsnění čela ochranné trubky přes 110 do 160 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1471978939 | ||||||||||||||||||||||||||||||||||||
| 43 | K | 230202223R1000 | Montáž manžety na chráničku pro plynovody potrubí ocelového D přes 630 do 720 mm | kus | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1398325142 | |||||||||||||||||||||||||||||||||||||
| 44 | M | 28655126R | manžeta chráničky vč. upínací pásky 324x530mm DN 300x500 | kus | 2 | 0 | základní | 0 | 0.00266 | 0.00532 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -852514024 | |||||||||||||||||||||||||||||||||||||
| 45 | K | 230220031 | Montáž příslušenství plynovodů čichačky na chráničku plynovodu | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1166334175 | ||||||||||||||||||||||||||||||||||||
| 46 | K | 230201011 | Montáž potrubí z oceli Ø do 60,3 mm, tl. stěny 2,9 mm | m | 11.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00012 | 0.00138 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1539488825 | ||||||||||||||||||||||||||||||||||||
| 47 | M | 55283905 | trubka ocelová bezešvá hladká jakost 11 353 57x2,9mm | m | 11.5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00401 | 0.046114999999999996 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1378099221 | ||||||||||||||||||||||||||||||||||||
| 48 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1281883677 | ||||||||||||||||||||||||||||||||||||
| 49 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 2 | 0 | základní | 0 | 0.014 | 0.028 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1857065294 | |||||||||||||||||||||||||||||||||||||
| 50 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 2 | 0 | základní | 0 | 0.0019 | 0.0038 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2006097264 | |||||||||||||||||||||||||||||||||||||
| 51 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 2 | 0 | základní | 0 | 0.00065 | 0.0013 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2141515609 | |||||||||||||||||||||||||||||||||||||
| 52 | K | 230230081 | Čištění potrubí DN 500 | m | 25.6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1393985835 | ||||||||||||||||||||||||||||||||||||
| 53 | K | 359901212R | Monitoring stok (kamerový systém) jakékoli výšky stávající kanalizace | m | 25.6 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -976325704 | |||||||||||||||||||||||||||||||||||||
| 54 | K | 899721112 | Signalizační vodič na potrubí DN nad 150 mm | m | 102 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0002 | 0.0204 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1575827173 | ||||||||||||||||||||||||||||||||||||
| 55 | K | 899722114 | Krytí potrubí z plastů výstražnou fólií z PVC šířky přes 34 do 40 cm | m | 60 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00013 | 0.0078 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1203544628 | ||||||||||||||||||||||||||||||||||||
| 56 | K | 230250001R1 | Montáž a dodávka kontrolní vývod signalizačního vodiče zemní | kus | 2 | 0 | základní | 0 | 0.00359 | 0.00718 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1381155178 | |||||||||||||||||||||||||||||||||||||
| 57 | K | 230220016R.1 | Montáž a dodávka odfuku etapy, komplet včetně potrubí a kul. kohoutu | kus | 2 | 0 | základní | 0 | 0.00006 | 0.00012 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 441188547 | |||||||||||||||||||||||||||||||||||||
| 58 | K | 230220016RPE | Montáž odfuku PE d 63 do poklopu, komplet včetně potrubí a kul. kohoutu | kus | 3 | 0 | základní | 0 | 0.00006 | 0.00018 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1617655346 | |||||||||||||||||||||||||||||||||||||
| 59 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1649441124 | ||||||||||||||||||||||||||||||||||||
| 60 | M | 28614042R63 | tvarovka T-kus navrtávací bez vrtáku SA TL D 250-560/63 mm | kus | 3 | 0 | základní | 0 | 0.00098 | 0.00294 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 715024707 | |||||||||||||||||||||||||||||||||||||
| 61 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1442931969 | ||||||||||||||||||||||||||||||||||||
| 62 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 3 | 0 | základní | 0 | 0.014 | 0.042 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1257567427 | |||||||||||||||||||||||||||||||||||||
| 63 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 3 | 0 | základní | 0 | 0.0019 | 0.0057 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -385355395 | |||||||||||||||||||||||||||||||||||||
| 64 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 3 | 0 | základní | 0 | 0.00065 | 0.00195 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -475253396 | |||||||||||||||||||||||||||||||||||||
| 65 | K | 230210003 | Oprava továrního opláštění a izolace svarů ovinem páskou za studena 2 vrstvy | m2 | 10.946 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00012 | 0.00131352 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1587731109 | ||||||||||||||||||||||||||||||||||||
| VV | 2*PI*0,508*3"oprava v délce 3 m | 9.576 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 2*PI*0,109*2"oprava v délce 3 m | 1.37 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 10.946000000000002 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 66 | M | 343821280R | Izolačí páska Servierap + primer + tmel | m2 | 10.946 | 0 | základní | 0 | 0.0002 | 0.0021892 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 93715986 | |||||||||||||||||||||||||||||||||||||
| 67 | K | 230210015R | Oprava opláštění ruční asfaltem PROTEGOL | m2 | 2 | 0 | základní | 0 | 0.001 | 0.002 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -777682877 | |||||||||||||||||||||||||||||||||||||
| 68 | M | 235216100R | ochranný nátěr PROTEGOL | kg | 2 | 0 | základní | 0 | 0.001 | 0.002 | 0 | 0 | 128 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -403825299 | |||||||||||||||||||||||||||||||||||||
| D | 20 | Odpoje | 0 | 0 | 0.028190099999999996 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 20-1 | dn315 (balon NTLl) - jáma O1 | 0 | 0 | 0.02225 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 69 | K | 230200223 | Přerušení průtoku plynu balony vloženými ručně v plastovém potrubí dn do 315 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00029 | 0.00029 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 21308598 | ||||||||||||||||||||||||||||||||||||
| 70 | M | 286615395R | Elektrotvar. PE 100 SDR11 tvarovka balonovací SPA TL dn 250 - 560 | ks | 2 | 0 | základní | 0 | 0.00136 | 0.00272 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1165372645 | |||||||||||||||||||||||||||||||||||||
| 71 | K | 230800R315 | Demontáž potrubí PE pro další použití d 315 | ks | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 875043614 | |||||||||||||||||||||||||||||||||||||
| 72 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1425346464 | ||||||||||||||||||||||||||||||||||||
| 73 | M | 28615397R315 | záslepka SDR17 PE 100 D 315mm | kus | 2 | 0 | základní | 0 | 0.00242 | 0.00484 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1835343351 | |||||||||||||||||||||||||||||||||||||
| 74 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0072 | 0.0144 | 0 | 0 | 128 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -2145817670 | ||||||||||||||||||||||||||||||||||||
| D | 20-2 | DN100 (stopl) - jáma O2 | 0 | 0 | 0.0006737 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 75 | K | 230200100Rst | Jednostranné uzavření STL potrubí DN 100 pomocí stoplovací soupravy | soub | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -504068392 | |||||||||||||||||||||||||||||||||||||
| 76 | M | 286286100Rst | Stoplovací tvarovka FH-S DN 100/108 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2075337579 | |||||||||||||||||||||||||||||||||||||
| 77 | M | 286290100Rst | Uzavíratelný bypass DN80 z komory stplovací soupravy DN 100/108 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1219703852 | |||||||||||||||||||||||||||||||||||||
| 78 | M | 286510100Rst | Krycí víko STOPL - FV DN 100, PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -959388388 | |||||||||||||||||||||||||||||||||||||
| 79 | M | 286510111R150 | Balonovací hrdlo FHS pro DN 65 - 150 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 771723278 | |||||||||||||||||||||||||||||||||||||
| 80 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 0.679 | 0 | základní | 0 | 0.0003 | 0.0002037 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1085020455 | |||||||||||||||||||||||||||||||||||||
| VV | PI*0,108*2"oprava v délce 2 m | 0.679 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 81 | K | 230082298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00023 | 0.00023 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 787507782 | ||||||||||||||||||||||||||||||||||||
| 82 | K | 230024068 | Montáž trubních dílů přivařovacích hmotnosti přes 10 do 50 kg tř. 11 až 13 Ø 108 mm, tl. 4,5 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00024 | 0.00024 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1473640438 | ||||||||||||||||||||||||||||||||||||
| 83 | M | 28610826001 | Přesuvka ukončovací SCHUCK SMU-K PN 16 DN 100 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 319772172 | |||||||||||||||||||||||||||||||||||||
| D | 20-3 | DN500 (stopl) jáma J5 | 0 | 0 | 0.005266399999999999 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 84 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1348883678 | |||||||||||||||||||||||||||||||||||||
| 85 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -232113661 | |||||||||||||||||||||||||||||||||||||
| 86 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 666520892 | |||||||||||||||||||||||||||||||||||||
| 87 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -608188035 | |||||||||||||||||||||||||||||||||||||
| 88 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -950915727 | |||||||||||||||||||||||||||||||||||||
| 89 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | 0 | základní | 0 | 0.0003 | 0.0014364 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1486607218 | |||||||||||||||||||||||||||||||||||||
| VV | PI*0,508*3"oprava v délce 3 m | 4.788 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 90 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0006 | 0.0006 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1136949835 | ||||||||||||||||||||||||||||||||||||
| 91 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00323 | 0.00323 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -204623367 | ||||||||||||||||||||||||||||||||||||
| 92 | M | 2862957R | Přesuvka ukončovací SCHUCK SU-K PN 16 DN 500 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -163383837 | |||||||||||||||||||||||||||||||||||||
| D | 30 | Propoje | 0 | 0 | 0.0238501 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 30-1 | DN100 (stopl) - jáma K2 | 0 | 0 | 0.0006737 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 93 | K | 230200100Rst | Jednostranné uzavření STL potrubí DN 100 pomocí stoplovací soupravy | soub | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -573645643 | |||||||||||||||||||||||||||||||||||||
| 94 | M | 286286100Rst | Stoplovací tvarovka FH-S DN 100/108 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -211371731 | |||||||||||||||||||||||||||||||||||||
| 95 | M | 286290100Rst | Uzavíratelný bypass DN80 z komory stplovací soupravy DN 100/108 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2048930034 | |||||||||||||||||||||||||||||||||||||
| 96 | M | 286510100Rst | Krycí víko STOPL - FV DN 100, PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1267536620 | |||||||||||||||||||||||||||||||||||||
| 97 | M | 286510111R150 | Balonovací hrdlo FHS pro DN 65 - 150 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1213935846 | |||||||||||||||||||||||||||||||||||||
| 98 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 0.679 | 0 | základní | 0 | 0.0003 | 0.0002037 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1905986044 | |||||||||||||||||||||||||||||||||||||
| VV | PI*0,108*2"oprava v délce 2 m | 0.679 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 99 | K | 230082298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00023 | 0.00023 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -98740848 | ||||||||||||||||||||||||||||||||||||
| 100 | K | 230024068 | Montáž trubních dílů přivařovacích hmotnosti přes 10 do 50 kg tř. 11 až 13 Ø 108 mm, tl. 4,5 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00024 | 0.00024 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1705133026 | ||||||||||||||||||||||||||||||||||||
| 101 | M | 2861419R | Přesuvka SCHUCK SMU PN 16 DN 100 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -684682828 | |||||||||||||||||||||||||||||||||||||
| D | 30-2 | DN500 (stopl + šoupě) - jáma K3 | 0 | 0 | 0.0218164 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 102 | K | 230200500Rst | Jednostranné uzavření STL potrubí DN 500 pomocí stoplovací soupravy | soub | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 236769960 | |||||||||||||||||||||||||||||||||||||
| 103 | M | 286286500Rst | Stoplovací tvarovka FH-S DN 500/508 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1514519440 | |||||||||||||||||||||||||||||||||||||
| 104 | M | 286290500Rst | Uzavíratelný bypass DN300 z komory stplovací soupravy DN 500/508 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1415721852 | |||||||||||||||||||||||||||||||||||||
| 105 | M | 286510500Rst | Krycí víko STOPL - FV DN 500, PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1172568063 | |||||||||||||||||||||||||||||||||||||
| 106 | M | 286510111R500 | Balonovací hrdlo FHXX-F PN16 pro DN 500 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -4403386 | |||||||||||||||||||||||||||||||||||||
| 107 | K | 715100811R | Odstranění izolací proti chemickým vlivům asfaltových tmelů za horka plochy do 1 m2 | m2 | 4.788 | 0 | základní | 0 | 0.0003 | 0.0014364 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -733367202 | |||||||||||||||||||||||||||||||||||||
| VV | PI*0,508*3"oprava v délce 3 m | 4.788 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 108 | K | 230082383 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 7 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0006 | 0.0006 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1111482806 | ||||||||||||||||||||||||||||||||||||
| 109 | K | 230025165 | Montáž trubních dílů přivařovacích hmotnosti přes 50 do 250 kg tř. 11 až 13 Ø 530 mm, tl. 8,0 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00323 | 0.00323 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1807889301 | ||||||||||||||||||||||||||||||||||||
| 110 | M | 1939500R | příruba s krkem DN 500 PN 16 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 2030221212 | |||||||||||||||||||||||||||||||||||||
| 111 | M | 2862956R | Přesuvka SCHUCK SMU-S PN 16 DN 500 (508) | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1698644374 | |||||||||||||||||||||||||||||||||||||
| 112 | K | 230030010 | Montáž trubních dílů přírubových hmotnosti přes 300 do 400 kg | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1627588725 | ||||||||||||||||||||||||||||||||||||
| 113 | M | 3.1.500.PR.1 | AVK šoupátko F4 DN 500 PN 10 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1970854697 | |||||||||||||||||||||||||||||||||||||
| 114 | K | 230032038 | Montáž přírubových spojů do PN 16 DN 500 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -530644511 | ||||||||||||||||||||||||||||||||||||
| 115 | M | 29578R | Šroub M 30 x 170 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1492328079 | |||||||||||||||||||||||||||||||||||||
| 116 | M | 29477R | Matice přesná M 30 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1446275915 | |||||||||||||||||||||||||||||||||||||
| 117 | M | 29478R | Podložka M 30 nerez | ks | 40 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -793363875 | |||||||||||||||||||||||||||||||||||||
| 118 | M | 27002R | Těsnění přírubové s ocelovou vložkou DN 500 | ks | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1795917065 | |||||||||||||||||||||||||||||||||||||
| 119 | K | 230220001 | Montáž příslušenství plynovodů zemní soupravy pro šoupátka | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1222040413 | ||||||||||||||||||||||||||||||||||||
| 120 | M | 2862493R | Zemní souprava k šoupěti v.680-1120 - DN 500 | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 367171024 | |||||||||||||||||||||||||||||||||||||
| 121 | K | 230220006 | Montáž příslušenství plynovodů poklopu litinového | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1084817056 | ||||||||||||||||||||||||||||||||||||
| 122 | M | 56230635R | poklop uliční oválný plastový PA s litinovým víkem, PLYN | kus | 1 | 0 | základní | 0 | 0.014 | 0.014 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -844974159 | |||||||||||||||||||||||||||||||||||||
| 123 | M | 56230638R | deska podkladová uličního poklopu plastového oválného | kus | 1 | 0 | základní | 0 | 0.0019 | 0.0019 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1655382055 | |||||||||||||||||||||||||||||||||||||
| 124 | M | 348100R | vyrovnávací prstenec pod poklop | kus | 1 | 0 | základní | 0 | 0.00065 | 0.00065 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -361303341 | |||||||||||||||||||||||||||||||||||||
| D | 30-3 | dn110 (navrtávka) - jáma K1 | 0 | 0 | 0.00136 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 125 | K | 230020R999035 | Vysazení odbočky na PE potrubí do dn 110 mm | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -830272432 | |||||||||||||||||||||||||||||||||||||
| 126 | K | 230201381 | Montáž elektrotvarovky PE průměru přes 110 mm Ø 560 tl. stěny 31,7 mm | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1426043070 | ||||||||||||||||||||||||||||||||||||
| 127 | M | 286RKIT560-110 | Elektrotvar. PE 100 SDR11 navrtávací sedlová odbočka SA UNI 450-900 / 110 | ks | 1 | 0 | základní | 0 | 0.00136 | 0.00136 | 0 | 0 | 8 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1535322308 | |||||||||||||||||||||||||||||||||||||
| D | 40 | Mimochody | 0 | 0 | 0.1940552 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 40-1 | PE dn90 - 11m | 0 | 0 | 0.0233152 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 128 | K | 230205052 | Montáž potrubí PE průměru do 110 mm návin nebo tyč, svařované na tupo nebo elektrospojkou Ø 90, tl. stěny 8,2 mm | m | 11 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 285461260 | ||||||||||||||||||||||||||||||||||||
| 129 | M | 28613900 | potrubí plynovodní PE 100RC SDR 17 PN 0,1MPa tyče 12m 90x5,4mm | m | 11.33 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00144 | 0.016315200000000002 | 0 | 0 | 128 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 882619041 | ||||||||||||||||||||||||||||||||||||
| VV | 11*1,03 | 11.33 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 130 | M | 28615974 | elektrospojka SDR11 PE 100 PN16 D 90mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00039 | 0.00156 | 0 | 0 | 128 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | -1522307623 | ||||||||||||||||||||||||||||||||||||
| 131 | K | 230205252 | Montáž trubních dílů PE průměru do 110 mm elektrotvarovky nebo svařované na tupo Ø 90, tl. stěny 8,2 mm | kus | 8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1464070553 | ||||||||||||||||||||||||||||||||||||
| 132 | M | 28653060 | elektrokoleno 90° PE 100 D 90mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00084 | 0.00336 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 899332163 | ||||||||||||||||||||||||||||||||||||
| 133 | M | 28615025 | elektrozáslepka SDR11 PE 100 PN16 D 90mm KIT | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00056 | 0.00112 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 111164584 | ||||||||||||||||||||||||||||||||||||
| 134 | M | 28653135 | nákružek lemový PE 100 SDR11 90mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00048 | 0.00096 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1840393951 | ||||||||||||||||||||||||||||||||||||
| 135 | K | 23025R006080 | Odpoj nebo propoj STL plynovodu DN 80 nebo dn90 uzavřením nebo otevřením uzávěru | ks | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1938140376 | |||||||||||||||||||||||||||||||||||||
| 136 | K | 230205000R90 | Demontáž bypassu d90 | soubor | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -649623067 | |||||||||||||||||||||||||||||||||||||
| D | 40-2 | PE dn315 - 14m | 0 | 0 | 0.17074 | 0 | 1 | D | 2 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 137 | K | 230205156 | Montáž plynovodního potrubí PE průměru přes 110 mm Ø 315, tl. stěny 17,9 mm | m | 14 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2104474463 | ||||||||||||||||||||||||||||||||||||
| 138 | M | 2866332R | Potrubí plynovodní PE 100RC SDR 17 PN 0,4MPa D 315x17,9mm | m | 14.42 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 128 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 1671611875 | |||||||||||||||||||||||||||||||||||||
| VV | 14*1,03 | 14.42 | VV | 3 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 139 | M | 28614929 | elektrospojka SDR17 PE 100 PN10 D 315mm | kus | 12 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0072 | 0.0864 | 0 | 0 | 128 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 128 | 2094958578 | ||||||||||||||||||||||||||||||||||||
| 140 | K | 230205442 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 315, tl. stěny 17,9 mm | kus | 8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1372062448 | ||||||||||||||||||||||||||||||||||||
| 141 | M | 28615234R315 | Tvarovka na tupo PE 100 SDR17 záslepka dn 315 | ks | 2 | 0 | základní | 0 | 0.0065 | 0.013 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -642355295 | |||||||||||||||||||||||||||||||||||||
| 142 | M | 28614836 | koleno 90° SDR17 PE 100 PN10 D 315mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0151 | 0.0604 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1103907961 | ||||||||||||||||||||||||||||||||||||
| 143 | M | 28653159 | nákružek lemový PE 100 SDR17 315mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00547 | 0.01094 | 0 | 0 | 256 | M | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -252356002 | ||||||||||||||||||||||||||||||||||||
| 144 | K | 23025R006300 | Odpoj nebo propoj STL plynovodu DN 300 nebo dn315 uzavřením nebo otevřením uzávěru | ks | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1966922099 | |||||||||||||||||||||||||||||||||||||
| 145 | K | 230205000R315 | Demontáž bypassu d315 | soubor | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 3 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -308135114 | |||||||||||||||||||||||||||||||||||||
| D | 50 | Demontáže | 0 | 0 | 0.14447672 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 146 | K | 230081298 | Demontáž ocelového potrubí k dalšímu použití hmotnosti do 10 kg připojovací rozměr Ø 108, tl 4,5 mm | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00019 | 0.00076 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -514252980 | ||||||||||||||||||||||||||||||||||||
| 147 | K | 230201118 | Montáž plynovodních trubních dílů ocelových přivařovacích Ø přes 89 do 114,3, tl. stěny 4,5 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00018 | 0.00036 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1633437385 | ||||||||||||||||||||||||||||||||||||
| 148 | M | 55283842 | dno klenuté S235JR PN16 108x4mm DN 100 | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00065 | 0.0013 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -159408643 | ||||||||||||||||||||||||||||||||||||
| 149 | K | 230082353 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 324, tl. 8,0 mm | kus | 11 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00047 | 0.00517 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1112911814 | ||||||||||||||||||||||||||||||||||||
| 150 | K | 230201144 | Montáž plynovodních trubních dílů ocelových přivařovacích Ø přes 273 do 324,6 tl. stěny 8 mm | kus | 8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00148 | 0.01184 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 101131704 | ||||||||||||||||||||||||||||||||||||
| 151 | M | 55283870 | dno klenuté S235JR PN16 324x7mm DN 300 | kus | 8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.009 | 0.072 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2120804932 | ||||||||||||||||||||||||||||||||||||
| 152 | K | 230082385 | Demontáž ocelového potrubí k dalšímu použití hmotnosti přes 10 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00065 | 0.0013 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -765577764 | ||||||||||||||||||||||||||||||||||||
| 153 | K | 230800R225 | Demontáž potrubí PE pro další použití d 225 | ks | 2 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1619905611 | |||||||||||||||||||||||||||||||||||||
| 154 | K | 230205427 | Montáž trubních dílů PE průměru přes 110 mm svařované na tupo nebo elektrospojkou Ø 225, tl. stěny 20,5 mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1203013022 | ||||||||||||||||||||||||||||||||||||
| 155 | M | 28614593 | elektrozáslepka SDR11 PE 100 PN16 D 225mm | kus | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.0045 | 0.009 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1854882633 | ||||||||||||||||||||||||||||||||||||
| 156 | K | 230082067 | Demontáž ocelového potrubí do šrotu hmotnosti přes 10 do 50 kg připojovací rozměr Ø 108, tl. 4,5 mm | kus | 26.667 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00016 | 0.004266720000000001 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1317501239 | ||||||||||||||||||||||||||||||||||||
| VV | 40/1,5 | 26.667 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 157 | K | 230082122 | Demontáž ocelového potrubí do šrotu hmotnosti přes 10 do 50 kg připojovací rozměr Ø 324, tl. 8,0 mm | kus | 10 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00018 | 0.0018000000000000002 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192580458 | ||||||||||||||||||||||||||||||||||||
| VV | 10 | 10 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 158 | K | 230083154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 50 do 250 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 30 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00065 | 0.0195 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1855685918 | ||||||||||||||||||||||||||||||||||||
| VV | 45/1,5 | 30 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 159 | K | 230084154 | Demontáž ocelového potrubí do šrotu hmotnosti přes 250 do 1000 kg připojovací rozměr Ø 530, tl. 8 mm | kus | 5 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00096 | 0.0048000000000000004 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1558447745 | ||||||||||||||||||||||||||||||||||||
| VV | 5"kapaáky, šoupata, izolační spoj | 5 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 160 | K | 230086143 | Demontáž plastového potrubí dn přes 110 do 225 mm | m | 2 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 555911042 | ||||||||||||||||||||||||||||||||||||
| 161 | K | 230208513 | Odplynění a inertizace ocelového potrubí DN do 100 mm | m | 65 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00001 | 0.0006500000000000001 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2103408193 | ||||||||||||||||||||||||||||||||||||
| 162 | K | 230208516 | Odplynění a inertizace ocelového potrubí DN přes 300 mm | m | 391 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00003 | 0.01173 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -950810907 | ||||||||||||||||||||||||||||||||||||
| VV | 346"DN300 | 346 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 45"DN500 | 45 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 391 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 60 | Ostatní náklady | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 163 | K | 230230018 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 100 | m | 46.8 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 884530976 | ||||||||||||||||||||||||||||||||||||
| VV | 35,8"plynovod PE dn110 | 35.8 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 11"mimochod PE dn90 | 11 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | Součet | 46.8 | VV | 2 | 4 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 164 | K | 230230023 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 300 | m | 14 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -528323969 | ||||||||||||||||||||||||||||||||||||
| VV | 14"mimochod PE dn315 | 14 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 165 | K | 230230026 | Tlakové zkoušky hlavní vzduchem 0,6 MPa DN 500 | m | 60.9 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1698877436 | ||||||||||||||||||||||||||||||||||||
| VV | 60,9"plynovod PE dn560 | 60.9 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 166 | K | 230230076R2 | Napuštění potrubí plynem a odvzdušnění | m | 121.7 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1591708314 | |||||||||||||||||||||||||||||||||||||
| VV | 46,8+14,0+60,9 | 121.7 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 167 | K | 998276101 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových pro vodovody, kanalizace, teplovody, produktovody v otevřeném výkopu dopravní vzdálenost do 15 m | t | 5.7 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 881046714 | ||||||||||||||||||||||||||||||||||||
| 168 | K | 998276128 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost přes 3000 do 5000 m | t | 5.7 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 968030255 | ||||||||||||||||||||||||||||||||||||
| 169 | K | 998276129 | Přesun hmot pro trubní vedení hloubené z trub z plastických hmot nebo sklolaminátových Příplatek k cenám za zvětšený přesun přes vymezenou dopravní vzdálenost za každých dalších započatých 5000 m | t | 5.7 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -223508788 |
| {d9ba16ad-9ca4-4f07-9144-d81962beb76c} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| C - APKO + EPD | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ing. Arnošt Polák | DIČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| C - APKO + EPD | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 - Komunikace pozemní | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 - Vedení trubní dálková a přípojná | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 - Ostatní konstrukce a práce, bourání | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 998 - Přesun hmot | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PSV - Práce a dodávky PSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 741 - Elektroinstalace - silnoproud | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| M - Práce a dodávky M | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 21-M - Elektromontáže | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 23-M - Montáže potrubí | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D - Ostatní | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SO 501.2, SO 502 - STL 2, STL 3, NTL | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Soupis: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| C - APKO + EPD | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Praha 6 | Datum: | 11. 5. 2026 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | Ing. Arnošt Polák | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 3.1973959999999995 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 2.8244359999999995 | 0 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 5 | Komunikace pozemní | 0 | 0 | 1.5004499999999998 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 575191111 | Vsypný makadam VM z kameniva hrubého drceného s rozprostřením, se vsypem z kameniva drceného obaleného asfaltem, po zhutnění tl. 100 mm | m2 | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.215 | 0.645 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2123849365 | ||||||||||||||||||||||||||||||||||||
| VV | 3 | 3 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 596841220 | Kladení dlažby z betonových nebo kameninových dlaždic komunikací pro pěší s vyplněním spár a se smetením přebytečného materiálu na vzdálenost do 3 m s ložem z cementové malty tl. do 30 mm velikosti dlaždic přes 0,09 m2 do 0,25 m2, pro plochy do 50 m2 | m2 | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.1461 | 0.4383 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 567763958 | ||||||||||||||||||||||||||||||||||||
| 3 | M | 59245320 | dlažba chodníková betonová 400x400mm tl 50mm přírodní | m2 | 3.09 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.135 | 0.41715 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1265129835 | ||||||||||||||||||||||||||||||||||||
| VV | 3 | 3 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 3*1,03 "Přepočtené koeficientem množství | 3.09 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 8 | Vedení trubní dálková a přípojná | 0 | 0 | 0.0207 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 4 | K | 899722113 | Krytí kabelů z plastů výstražnou fólií z PVC 34cm | m | 230 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00009 | 0.0207 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1658825486 | ||||||||||||||||||||||||||||||||||||
| D | 9 | Ostatní konstrukce a práce, bourání | 0 | 0 | 1.303286 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 5 | K | 916231113 | Osazení chodníkového obrubníku betonového se zřízením lože, s vyplněním a zatřením spár cementovou maltou ležatého s boční opěrou z betonu prostého, do lože z betonu prostého | m | 5.6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.18292 | 1.024352 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -133550461 | ||||||||||||||||||||||||||||||||||||
| 6 | M | 59217036 | obrubník parkový betonový 500x80x250mm přírodní | m | 5.768 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.048 | 0.276864 | 0 | 0 | 8 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 833958139 | ||||||||||||||||||||||||||||||||||||
| VV | 5,6 | 5.6 | VV | 2 | 2 | True | 0 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VV | 5,6*1,03 "Přepočtené koeficientem množství | 5.768 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 7 | K | 919726123 | Geotextilie netkaná pro ochranu, separaci nebo filtraci měrná hmotnost přes 300 do 500 g/m2 | m2 | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00069 | 0.00207 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2091810153 | ||||||||||||||||||||||||||||||||||||
| D | 998 | Přesun hmot | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 8 | K | 998272201 | Přesun hmot pro trubní vedení z ocelových trub svařovaných otevřený výkop | t | 2.179 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 721957620 | ||||||||||||||||||||||||||||||||||||
| D | PSV | Práce a dodávky PSV | 0 | 0 | 0.1449 | 0 | 2 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 741 | Elektroinstalace - silnoproud | 0 | 0 | 0.1449 | 0 | 2 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 9 | K | 741110313 | Montáž trubek ochranných s nasunutím nebo našroubováním do krabic plastových tuhých, uložených volně, vnitřní Ø přes 90 do 133 mm | m | 210 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 16 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1490500549 | ||||||||||||||||||||||||||||||||||||
| 10 | M | 34571355 | trubka elektroinstalační ohebná dvouplášťová korugovaná HDPE (chránička) D 93/110mm | m | 210 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00069 | 0.1449 | 0 | 0 | 32 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -781829243 | ||||||||||||||||||||||||||||||||||||
| 11 | K | 741231021 | Montáž svorkovnic do rozváděčů s popisnými štítky se zapojením vodičů na jedné straně nízkonapěťových | kus | 3 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 16 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | -1744762092 | ||||||||||||||||||||||||||||||||||||
| 12 | M | mat.01 | svorkovnice pro EPD | ks | 3 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 32 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | 1067838041 | |||||||||||||||||||||||||||||||||||||
| D | M | Práce a dodávky M | 0 | 0 | 0.22806 | 0 | 3 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 21-M | Elektromontáže | 0 | 0 | 0.2277 | 0 | 3 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 13 | K | 210100171 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 2x4 mm2 | kus | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1673447333 | ||||||||||||||||||||||||||||||||||||
| 14 | K | 210100173 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 3x4 mm2 | kus | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1641403740 | ||||||||||||||||||||||||||||||||||||
| 15 | K | 210100251 | Ukončení kabelů smršťovací záklopkou nebo páskou se zapojením bez letování žíly do 4x10 mm2 | kus | 6 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -192926991 | ||||||||||||||||||||||||||||||||||||
| 16 | M | mat.02 | Smršťovací záklopka 2x4mm2 | ks | 6 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1602059335 | |||||||||||||||||||||||||||||||||||||
| 17 | M | mat.03 | Smršťovací záklopka 3x2,5mm2 | ks | 6 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1989249522 | |||||||||||||||||||||||||||||||||||||
| 18 | M | mat.04 | Smršťovací záklopka 4x10mm2 | ks | 6 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -379458783 | |||||||||||||||||||||||||||||||||||||
| 19 | K | 210280002 | Zkoušky a prohlídky el rozvodů a zařízení celková prohlídka pro objem montážních prací přes 100 do 500 tis Kč | kus | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 2394456 | ||||||||||||||||||||||||||||||||||||
| 20 | K | 210812001 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 2x1,5 až 6 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -508986118 | ||||||||||||||||||||||||||||||||||||
| 21 | M | 34111012 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 2x4mm2 | m | 230 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00018 | 0.0414 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 707958069 | ||||||||||||||||||||||||||||||||||||
| VV | 200*1,15 "Přepočtené koeficientem množství | 230 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 22 | K | 210812011 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 3x1,5 až 6 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1213683191 | ||||||||||||||||||||||||||||||||||||
| 23 | M | 34111036 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 3x2,5mm2 | m | 230 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00017 | 0.0391 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2130315661 | ||||||||||||||||||||||||||||||||||||
| 24 | K | 210812033 | Montáž kabelu Cu plného nebo laněného do 1 kV žíly 4x6 až 10 mm2 (např. CYKY) bez ukončení uloženého volně nebo v liště | m | 230 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1702022915 | ||||||||||||||||||||||||||||||||||||
| 25 | M | 34111076 | kabel instalační jádro Cu plné izolace PVC plášť PVC 450/750V (CYKY) 4x10mm2 | m | 230 | 0 | CS ÚRS 2026 01 | základní | 0 | 0.00064 | 0.14720000000000003 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1626511803 | ||||||||||||||||||||||||||||||||||||
| 26 | K | 210950202 | Příplatek na zatahování kabelů hmotnosti do 2 kg do tvárnicových tras a kolektorů | m | 690 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 192684957 | ||||||||||||||||||||||||||||||||||||
| VV | 230*3 | 690 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 27 | K | mont.01 | Ostatní drobný instalační materiál (svorka zemnícího pásku, štítky, spojovací materiál apod.) | kpl | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 311409401 | |||||||||||||||||||||||||||||||||||||
| 28 | K | mont.02 | Aluminotermické navaření kabelu, vč. patrony syst. Cadweld | kus | 26 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2047115691 | |||||||||||||||||||||||||||||||||||||
| VV | 18+8 | 26 | VV | 2 | 2 | True | 1 | ROZPOCET | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 23-M | Montáže potrubí | 0 | 0 | 0.00036 | 0 | 3 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 29 | K | 230250038 | Montáž snímací elektrody MS 100 | kus | 4 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1127264755 | ||||||||||||||||||||||||||||||||||||
| 30 | M | mat.06 | Sonda měřící MS110 | ks | 4 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -2037168961 | |||||||||||||||||||||||||||||||||||||
| 31 | K | 2302500R1 | Montáž prefabrikovaného základu MTO | kus | 1 | 0 | základní | 0 | 0.00036 | 0.00036 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1068475396 | |||||||||||||||||||||||||||||||||||||
| 32 | M | mat.05 | prefabrikovaný základ MTO | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 256 | M | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | -1687135300 | |||||||||||||||||||||||||||||||||||||
| 33 | K | mont.03 | D+M spojovacího materiálu MTO | kus | 4 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 64 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 64 | 1186740981 | |||||||||||||||||||||||||||||||||||||
| D | D | Ostatní | 0 | 0 | 0 | 0 | 4 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 34 | K | ost-1 | Mimostaveništní doprava materiálu a osob | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 1 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -2055384529 | |||||||||||||||||||||||||||||||||||||
| 35 | K | ost-2 | Nastavení EPD na nové provozní podmínky a koordinace s PPD | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 1 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -469325587 | |||||||||||||||||||||||||||||||||||||
| 36 | K | ost-3 | Monitoring související s nastavením EPD na nové provozní podmínky (á 24 hod) | ks | 10 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 1 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1542010219 | |||||||||||||||||||||||||||||||||||||
| 37 | K | ost-4 | Geodetické zaměření | ks | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 1 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1926651455 | |||||||||||||||||||||||||||||||||||||
| 38 | K | ost-5 | Revize, předání stavby | kpl | 1 | 0 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 1 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1309044621 |
| {8a83d0fb-0291-4f7e-8206-ec94ced534cb} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| ON - Ostatní náklady | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| ON - Ostatní náklady | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| HSV - Práce a dodávky HSV | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 800 - Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| ON - Ostatní náklady | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 0 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | HSV | Práce a dodávky HSV | 0 | 0 | 0 | 0 | 1 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | 800 | Ostatní náklady | 0 | 0 | 0 | 0 | 1 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 800100100r | Zajištění dopravně inženýrského rozhodnutí + případného prodloužení VP + případné prodloužení Smlouvy o výpůjčce | soubor | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | 1301791177 | ||||||||||||||||||||||||||||||||||||
| 2 | K | 945211222R | Demontáž stávající ocelové lávky včetně betonových základů bude provedena po předchozím odpojení a odstranění potrubního vedení. Konstrukce bude postupně rozebrána na jednotlivé části za využití autojeřábu a řezací techniky. Demontované prvky budou odvezeny k likvidaci. Práce budou prováděny s ohledem na ochranu vodního toku a okolního prostředí. | soubor | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 4 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 4 | -1521695065 | ||||||||||||||||||||||||||||||||||||
| 3 | K | OST06 | Zkoušky hutnění - celá stavba | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 512 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 512 | -957562187 | ||||||||||||||||||||||||||||||||||||
| 4 | K | 072130001r | Zpracování povodňového plánu | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1104167173 | ||||||||||||||||||||||||||||||||||||
| 5 | K | 012164000r | Vytyčení a zaměření inženýrských sítí | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1464277738 | ||||||||||||||||||||||||||||||||||||
| 6 | K | 013244000r | Náklady na dopracování realizační projektové dokumentace | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -148695209 | ||||||||||||||||||||||||||||||||||||
| 7 | K | 013254000r | Dokumentace skutečného provedení stavby | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 735216684 | ||||||||||||||||||||||||||||||||||||
| 8 | K | 034303000r | Náklady na dopravní značení po dobu stavby | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 1375363855 | ||||||||||||||||||||||||||||||||||||
| 9 | K | 045203000r | Kompletační činnost | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -670607032 | ||||||||||||||||||||||||||||||||||||
| 10 | K | 049002000r | Hlavní tituly průvodních činností a nákladů inženýrská činnost ostatní inženýrská činnost | kpl | 1 | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 16 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 16 | 493666298 |
| {d99ea516-edac-4fed-82e2-db07e38c511d} | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KRYCÍ LIST SOUPISU PRACÍ | v --- níže se nacházejí doplnkové a pomocné údaje k sestavám --- v | False | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VRN - Vedlejší rozpočtové náklady | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| KSO: | CC-CZ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | IČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Vyplň údaj | DIČ: | Vyplň údaj | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zpracovatel: | IČ: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DIČ: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Poznámka: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Náklady z rozpočtu | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena bez DPH | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Základ daně | Sazba daně | Výše daně | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| DPH | základní | 0 | 0.21 | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| snížená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| zákl. přenesená | 0 | 0.21 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| sníž. přenesená | 0 | 0.12 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| nulová | 0 | 0 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Cena s DPH | v | CZK | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Projektant | Zpracovatel | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objednavatel | Uchazeč | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Datum a podpis: | Razítko | Datum a podpis: | Razítko | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| REKAPITULACE ČLENĚNÍ SOUPISU PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VRN - Vedlejší rozpočtové náklady | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kód dílu - Popis | Cena celkem [CZK] | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 1) Náklady ze soupisu prací | 0 | -1 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VRN - Vedlejší rozpočtové náklady | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VRN3 - Zařízení staveniště | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VRN6 - Územní vlivy | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VRN7 - Provozní vlivy | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2) Ostatní náklady | 0 | DPH | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zařízení staveniště | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Mimostav. doprava | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Územní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Provozní vlivy | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ostatní | 0 | snížená | VRN | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompletační činnost | 0 | snížená | KOMPLETACNA | 0 | 0 | 0 | 0 | 0 | 2 | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Celkové náklady za stavbu 1) + 2) | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| SOUPIS PRACÍ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Stavba: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Most Evropská S028, č. akce 1000253 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Objekt: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| VRN - Vedlejší rozpočtové náklady | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Místo: | Datum: | 11. 5. 2026 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Zadavatel: | Projektant: | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Uchazeč: | Vyplň údaj | Zpracovatel: | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PČ | Typ | Kód | Popis | MJ | Množství | J.cena [CZK] | Cena celkem [CZK] | Cenová soustava | DPH | J. Nh [h] | Nh celkem [h] | J. hmotnost [t] | Hmotnost celkem [t] | J. suť [t] | Suť Celkem [t] | |||||||||||||||||||||||||||||||||||||||||||||||
| Náklady soupisu celkem | 0 | 0 | 0 | 0 | D | -1 | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| D | VRN | Vedlejší rozpočtové náklady | 0 | 0 | 0 | 0 | 5 | D | 0 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| D | VRN3 | Zařízení staveniště | 0 | 0 | 0 | 0 | 5 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 1 | K | 030001000 | Zařízení staveniště | % | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | -1680280186 | |||||||||||||||||||||||||||||||||||||
| D | VRN6 | Územní vlivy | 0 | 0 | 0 | 0 | 5 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 2 | K | 060001000 | Územní vlivy | % | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 973726701 | |||||||||||||||||||||||||||||||||||||
| D | VRN7 | Provozní vlivy | 0 | 0 | 0 | 0 | 5 | D | 1 | ROZPOCET | 0 | |||||||||||||||||||||||||||||||||||||||||||||||||||
| 3 | K | 070001000 | Provozní vlivy | % | 0 | CS ÚRS 2026 01 | základní | 0 | 0 | 0 | 0 | 0 | 1024 | K | 2 | ROZPOCET | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 1024 | 210849227 |