Tuchowa bypass (Q112991): Difference between revisions
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(Created claim: summary (P836): The subject of the contract is the design, obtaining the required decisions and building permits and the construction of the Tuchowa bypass on the provincial road No 977 as a road class G, single-carriageway with 2 lanes, with a length of approximately 2.7 km. Characteristics of the projected bypass: road class: G: outside the building land, 70 kmh, in a built-up area of 50 kmh: KR4 pavement load limit: 115 kNaxis vertical gauge min 4.60 m cross...) |
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| Property / summary | |||
The subject of the contract is the design, obtaining the required decisions and building permits and the construction of the Tuchowa bypass on the provincial road No 977 as a road class G, single-carriageway with 2 lanes, with a length of approximately 2.7 km. Characteristics of the projected bypass: road class: G: outside the building land, 70 kmh, in a built-up area of 50 kmh: KR4 pavement load limit: 115 kNaxis vertical gauge min 4.60 m cross-section of road głównej:szerokość carriageway: 7.0 m 2 x 3.5 m; single-carriageway section: 1.25 m or more, if there is a need for the siting of the BRDs and the slopes of the turbot and/or socks: 1: 1,5, for the section where the road will serve as flood protection 1: 2; parameters for the direction of skrzyżowań:skrzyżowanie of bypass road No 977 with the start of a bypass with a roundabout to an external diameter of 40.0 m, min. the width of the road roundabout: 5.0 m, intersection of the ring with the road to the district road No 1385K, having an external road to at least 40.0 m, including the width of the carriageway: 5.0 m, intersection of the ring with the regional road No 977 approx. km 2640 roundabout with an external coma of 40.0 m, min. the width of the carriageway: 5.0 m; Service roads: road class: Road width of 4.0 m mijanokat on the side of the road: 0.75 m or more, if there is a need for the siting of the BRDApplicable devices for safety upgrades to wheel traffic, for pedestrians and cyclists standardised and above the standard ones: thick film, chameleable structural lines at the edge of the roadway on ground edges of the road edge retro-reflectors at the pedestrian crossing points, reduced by the kerbs at the pedestrian crossing points for the specific characteristics of the project, are described in point. Q. (English) | |||
| Property / summary: The subject of the contract is the design, obtaining the required decisions and building permits and the construction of the Tuchowa bypass on the provincial road No 977 as a road class G, single-carriageway with 2 lanes, with a length of approximately 2.7 km. Characteristics of the projected bypass: road class: G: outside the building land, 70 kmh, in a built-up area of 50 kmh: KR4 pavement load limit: 115 kNaxis vertical gauge min 4.60 m cross-section of road głównej:szerokość carriageway: 7.0 m 2 x 3.5 m; single-carriageway section: 1.25 m or more, if there is a need for the siting of the BRDs and the slopes of the turbot and/or socks: 1: 1,5, for the section where the road will serve as flood protection 1: 2; parameters for the direction of skrzyżowań:skrzyżowanie of bypass road No 977 with the start of a bypass with a roundabout to an external diameter of 40.0 m, min. the width of the road roundabout: 5.0 m, intersection of the ring with the road to the district road No 1385K, having an external road to at least 40.0 m, including the width of the carriageway: 5.0 m, intersection of the ring with the regional road No 977 approx. km 2640 roundabout with an external coma of 40.0 m, min. the width of the carriageway: 5.0 m; Service roads: road class: Road width of 4.0 m mijanokat on the side of the road: 0.75 m or more, if there is a need for the siting of the BRDApplicable devices for safety upgrades to wheel traffic, for pedestrians and cyclists standardised and above the standard ones: thick film, chameleable structural lines at the edge of the roadway on ground edges of the road edge retro-reflectors at the pedestrian crossing points, reduced by the kerbs at the pedestrian crossing points for the specific characteristics of the project, are described 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 | Tuchowa bypass |
Project in Poland financed by DG Regio |
Statements
48,766,752.52 zloty
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61,033,247.0 zloty
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85.0 percent
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1 June 2018
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31 December 2020
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WOJEWÓDZTWO MAŁOPOLSKIE
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Przedmiotem zamówienia jest zaprojektowanie, uzyskanie wymaganych prawem decyzji i zezwoleń na budowę oraz budowa obwodnicy Tuchowa w ciągu drogi wojewódzkiej nr 977 jako drogi klasy G, jednojezdniowej o 2 pasach ruchu, o długości ok. 2,7 km. Charakterystyczne parametry projektowanej obwodnicy: klasa drogi: G prędkość projektowa: poza terenem zabudowy 70 kmh , na terenie zabudowy 50 kmh. kategoria ruchu: KR4 dopuszczalne obciążenia nawierzchni : 115 kNoś skrajnia pionowa min. 4,60m przekrój poprzeczny jezdni głównej:szerokość jezdni: 7,0 m 2 x 3,5 m;przekrój jednojezdniowy, drogowy, półulicznyszerokość poboczy : 1,25 m lub większa, jeśli zachodzi potrzeba lokalizacji urządzeń BRD pochylenie skarp i przeciwskarp rowów trapezowych: 1:1,5 , na odcinku gdzie droga będzie pełniła funkcję ochrony przeciwpowodziowej 1:2; parametry w zakresie geometrii skrzyżowań:skrzyżowanie obwodnicy z drogą wojewódzką nr 977 początek obwodnicy trójwlotowe rondo o średnicy zewnętrznej 40,0 m, min. szerokość jezdni ronda: 5,0 m, skrzyżowanie obwodnicy z drogą powiatową nr 1385K trójwlotowe rondo o śr. zewnętrznej min. 40,0 m , min. szerokość jezdni ronda: 5,0 m, skrzyżowanie obwodnicy z drogą wojewódzką nr 977 ok. km 2640 trójwlotowe rondo o śr. zewnętrznej 40,0 m , min. szerokość jezdni ronda: 5,0 m; Drogi serwisowe: klasa drogi : Dszerokość jezdni min. 4,0 m mijankiszerokość poboczy: 0,75 m lub większa, jeśli zachodzi potrzeba lokalizacji urządzeń BRDZastosowane w projekcie elementy podnoszące bezpieczeństwo w ruchu kołowym, pieszych i rowerzystów standardowe i ponad standardowe: oznakowanie grubowarstwowe, chemoutwardzalne linie strukturalne na krawędziach jezdni punktowe elementy odblaskowe drogi serwisowe kostka integracyjna na przejściach dla pieszych obniżony krawężnik na przejściach dla pieszychSzczegółowa charakterystyka projektu została opisana w pkt. Q. (Polish)
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The subject of the contract is the design, obtaining the required decisions and building permits and the construction of the Tuchowa bypass on the provincial road No 977 as a road class G, single-carriageway with 2 lanes, with a length of approximately 2.7 km. Characteristics of the projected bypass: road class: G: outside the building land, 70 kmh, in a built-up area of 50 kmh: KR4 pavement load limit: 115 kNaxis vertical gauge min 4.60 m cross-section of road głównej:szerokość carriageway: 7.0 m 2 x 3.5 m; single-carriageway section: 1.25 m or more, if there is a need for the siting of the BRDs and the slopes of the turbot and/or socks: 1: 1,5, for the section where the road will serve as flood protection 1: 2; parameters for the direction of skrzyżowań:skrzyżowanie of bypass road No 977 with the start of a bypass with a roundabout to an external diameter of 40.0 m, min. the width of the road roundabout: 5.0 m, intersection of the ring with the road to the district road No 1385K, having an external road to at least 40.0 m, including the width of the carriageway: 5.0 m, intersection of the ring with the regional road No 977 approx. km 2640 roundabout with an external coma of 40.0 m, min. the width of the carriageway: 5.0 m; Service roads: road class: Road width of 4.0 m mijanokat on the side of the road: 0.75 m or more, if there is a need for the siting of the BRDApplicable devices for safety upgrades to wheel traffic, for pedestrians and cyclists standardised and above the standard ones: thick film, chameleable structural lines at the edge of the roadway on ground edges of the road edge retro-reflectors at the pedestrian crossing points, reduced by the kerbs at the pedestrian crossing points for the specific characteristics of the project, are described in point. Q. (English)
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Identifiers
RPMP.07.01.01-12-0980/17
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