Extension of the DV 966 Muuchówka — Lipnica Dolna — Typozna (Q112976): Difference between revisions
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(Created claim: summary (P836): The project is the task of na:opracowaniu project documentation with the obtaining of the ZRID decision with the clause of immediate enforceability and/or approval of the competent authority to carry out the works and any other administrative decisions, arrangements and opinions required to complete the investment task on the basis of the provisions in force, the execution of the works, together with the necessary accompanying infrastructure, ba...) |
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| Property / summary | |||
The project is the task of na:opracowaniu project documentation with the obtaining of the ZRID decision with the clause of immediate enforceability and/or approval of the competent authority to carry out the works and any other administrative decisions, arrangements and opinions required to complete the investment task on the basis of the provisions in force, the execution of the works, together with the necessary accompanying infrastructure, based on the documentation of the project undertaken by the works contractor, including the extension of the section of the section MuDuchówka Lipnica Dolna Tydzina, as class G, single-carriageway, 2lane, over a length of approximately 4.3 km. The extension will be covered by sections of the DW 966: from blank. 160 km approx. 3000 to c. 180 km approx. 0300, over a length of approximately 1.3 km from c. 230 km approx. 1147 c. 240 km approx. 0760 and c. 240 km approx. 4650 c. 250 km approx. 1088 over the length. 3 km, with the exception of sections with bridges: length of approximately 34 m in reagent. 250 km approx. 0189 to km approx. 0223, length approximately 71 m in reagent. 250 km approx. 0459 to km approx. 0530.Characteristics of the design of the road: road class: G traffic category: KR3 design speed on the building site: 50 kmh, design speed outside the building land: 60 kms the permissible loads nawierzchni:115 kNaxis 4.60 m vertical gauge: 7.0 m vertical cross-section of the road głównej:szerokość carriageway, but not less than in the existing state, at a road width of 6.5 m in accordance with Journal Journal of Laws No 43, item 124 of 2016, single carriageway, road, road, street or long shoulder width: 1.25 m or more, where the BRDs need to be located: at a carriageway of 2.0 m it is permissible to leave existing walkways of 2 m width in good technical condition, removed from the road 1,5. the optimal slope of the turbot and anti-turbot range of trapezowych:1:1,5szerokość bottom grooves can be used: min. 0.40 m.Continued in point Q. (English) | |||
| Property / summary: The project is the task of na:opracowaniu project documentation with the obtaining of the ZRID decision with the clause of immediate enforceability and/or approval of the competent authority to carry out the works and any other administrative decisions, arrangements and opinions required to complete the investment task on the basis of the provisions in force, the execution of the works, together with the necessary accompanying infrastructure, based on the documentation of the project undertaken by the works contractor, including the extension of the section of the section MuDuchówka Lipnica Dolna Tydzina, as class G, single-carriageway, 2lane, over a length of approximately 4.3 km. The extension will be covered by sections of the DW 966: from blank. 160 km approx. 3000 to c. 180 km approx. 0300, over a length of approximately 1.3 km from c. 230 km approx. 1147 c. 240 km approx. 0760 and c. 240 km approx. 4650 c. 250 km approx. 1088 over the length. 3 km, with the exception of sections with bridges: length of approximately 34 m in reagent. 250 km approx. 0189 to km approx. 0223, length approximately 71 m in reagent. 250 km approx. 0459 to km approx. 0530.Characteristics of the design of the road: road class: G traffic category: KR3 design speed on the building site: 50 kmh, design speed outside the building land: 60 kms the permissible loads nawierzchni:115 kNaxis 4.60 m vertical gauge: 7.0 m vertical cross-section of the road głównej:szerokość carriageway, but not less than in the existing state, at a road width of 6.5 m in accordance with Journal Journal of Laws No 43, item 124 of 2016, single carriageway, road, road, street or long shoulder width: 1.25 m or more, where the BRDs need to be located: at a carriageway of 2.0 m it is permissible to leave existing walkways of 2 m width in good technical condition, removed from the road 1,5. the optimal slope of the turbot and anti-turbot range of trapezowych:1:1,5szerokość bottom grooves can be used: min. 0.40 m.Continued in point Q. (English) / rank | |||
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Revision as of 08:14, 10 March 2020
Project in Poland financed by DG Regio
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Extension of the DV 966 Muuchówka — Lipnica Dolna — Typozna |
Project in Poland financed by DG Regio |
Statements
14,109,999.98 zloty
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16,599,999.99 zloty
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85.0 percent
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29 March 2019
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30 March 2020
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WOJEWÓDZTWO MAŁOPOLSKIE
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Przedmiotem projektu jest zadanie polegające na:opracowaniu dokumentacji projektowej wraz z uzyskaniem decyzji ZRID z klauzulą natychmiastowej wykonalności lub zgody właściwego organu na prowadzenie robót oraz wszelkich innych decyzji administracyjnych, uzgodnień i opinii niezbędnych do zrealizowania zadania inwestycyjnego w oparciu o obowiązujące przepisy, wykonaniu robót budowlanych wraz z niezbędną infrastrukturą towarzyszącą w oparciu o dokumentację projektową wykonaną przez Wykonawcę robót, obejmujących Rozbudowę DW 966 na odcinku Muchówka Lipnica Dolna Tymowa, jako drogi klasy G, jednojezdniowej, 2pasowej, na długości około 4,3 km. Rozbudową będą objęte odcinki DW 966: od odc. 160 km ok. 3000 do odc. 180 km ok. 0300, na długości ok. 1,3 km, od odc. 230 km ok. 1147 odc. 240 km ok. 0760 i odc. 240 km ok. 4650 odc. 250 km ok. 1088 na długości. 3 km z wyłączeniem odcinków z obiektami mostowymi: dł. ok 34 m w odc. 250 km ok. 0189 do km ok. 0223, dł. ok 71 m w odc. 250 km ok. 0459 do km ok. 0530.Charakterystyczne parametry projektowanej drogi: klasa drogi: G kategoria ruchu: KR3 prędkość projektowa na terenie zabudowy:50 kmh prędkość projektowa poza terenem zabudowy:60 kmh dopuszczalne obciążenia nawierzchni:115 kNoś skrajnia pionowa min. 4,60 m przekrój poprzeczny jezdni głównej:szerokość jezdni 7,0 m jednak nie mniejsza niż w stanie istniejącym dopuszcza się na terenie zabudowy szerokość jezdni 6,5 m zgodnie z Dz. U. Nr 43 poz. 124 z 2016 r.przekrój jednojezdniowy, drogowy, uliczny lub półuliczny szerokość poboczy: 1,25 m lub większa, w przypadku konieczności lokalizacji urządzeń BRD szerokość chodników: przy jezdni 2,0 m dopuszcza się pozostawienie istniejących chodników o szerokości 2m w dobrym stanie technicznym,odsuniętych od jezdni 1,5 m.optymalne pochylenie skarp i przeciwskarp rowów trapezowych:1:1,5szerokość dna rowu trapezowego: min. 0,40 m.Ciąg dalszy w punkcie Q. (Polish)
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The project is the task of na:opracowaniu project documentation with the obtaining of the ZRID decision with the clause of immediate enforceability and/or approval of the competent authority to carry out the works and any other administrative decisions, arrangements and opinions required to complete the investment task on the basis of the provisions in force, the execution of the works, together with the necessary accompanying infrastructure, based on the documentation of the project undertaken by the works contractor, including the extension of the section of the section MuDuchówka Lipnica Dolna Tydzina, as class G, single-carriageway, 2lane, over a length of approximately 4.3 km. The extension will be covered by sections of the DW 966: from blank. 160 km approx. 3000 to c. 180 km approx. 0300, over a length of approximately 1.3 km from c. 230 km approx. 1147 c. 240 km approx. 0760 and c. 240 km approx. 4650 c. 250 km approx. 1088 over the length. 3 km, with the exception of sections with bridges: length of approximately 34 m in reagent. 250 km approx. 0189 to km approx. 0223, length approximately 71 m in reagent. 250 km approx. 0459 to km approx. 0530.Characteristics of the design of the road: road class: G traffic category: KR3 design speed on the building site: 50 kmh, design speed outside the building land: 60 kms the permissible loads nawierzchni:115 kNaxis 4.60 m vertical gauge: 7.0 m vertical cross-section of the road głównej:szerokość carriageway, but not less than in the existing state, at a road width of 6.5 m in accordance with Journal Journal of Laws No 43, item 124 of 2016, single carriageway, road, road, street or long shoulder width: 1.25 m or more, where the BRDs need to be located: at a carriageway of 2.0 m it is permissible to leave existing walkways of 2 m width in good technical condition, removed from the road 1,5. the optimal slope of the turbot and anti-turbot range of trapezowych:1:1,5szerokość bottom grooves can be used: min. 0.40 m.Continued in point Q. (English)
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Identifiers
RPMP.07.01.01-12-0282/18
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