Tuchowa bypass (Q112991): Difference between revisions
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(Removed 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 cro...) |
(Created claim: summary (P836): The object of the contract is to design, obtain legal decisions and permits for the construction and construction of the Tuchów ring road within voivodship road No. 977 as a class G road, one-way road with 2 lanes, with a length of approx. It’s 2,7 miles. Characteristic parameters of the design bypass: road class: G design speed: outside the area of construction 70 kmh, in the area of 50 kmh. traffic category: KR4 permissible surface loads: 115...) |
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The object of the contract is to design, obtain legal decisions and permits for the construction and construction of the Tuchów ring road within voivodship road No. 977 as a class G road, one-way road with 2 lanes, with a length of approx. It’s 2,7 miles. Characteristic parameters of the design bypass: road class: G design speed: outside the area of construction 70 kmh, in the area of 50 kmh. traffic category: KR4 permissible surface loads: 115 kc Vertical gauge min. 4,60 m cross section of the main road: width of the road: 7,0 m 2 x 3,5 m; single-way, road, semi-street width of the side: 1,25 m or more, if necessary to locate BRD equipment, inclination of gradients and trapezoidal ditches counters: 1:1,5, on the section where the road will serve as flood protection 1:2; parameters in the scope of intersection geometry: crossroad with voivodeship road No. 977 beginning of the three-intake roundabout with an external diameter of 40.0 m, min. width of roundabout: 5.0 m, intersection of the ring road with district road no. 1385K three-way roundabout with an external diameter min. 40.0 m, min. width of the roundabout: 5.0 m, crossroad with voivodeship road No. 977 approx. km 2640 three-intake roundabout with an external diameter of 40.0 m, min. width of roundabout: 5,0 m; Service routes: road class: D Road width min. 4,0 m bypass width: 0,75 m or more, if necessary, the BRD equipment used to improve safety in road traffic, pedestrians and cyclists standard and above standard: coarse-layer marking, chemical-curing structural lines on the edges of the road, point elements retro-reflecting roads service roads integration cube at pedestrian crossings reduced curb at pedestrian crossingsDetailed project characteristics are described in point. Q. (English) | |||||||||||||||
| Property / summary: The object of the contract is to design, obtain legal decisions and permits for the construction and construction of the Tuchów ring road within voivodship road No. 977 as a class G road, one-way road with 2 lanes, with a length of approx. It’s 2,7 miles. Characteristic parameters of the design bypass: road class: G design speed: outside the area of construction 70 kmh, in the area of 50 kmh. traffic category: KR4 permissible surface loads: 115 kc Vertical gauge min. 4,60 m cross section of the main road: width of the road: 7,0 m 2 x 3,5 m; single-way, road, semi-street width of the side: 1,25 m or more, if necessary to locate BRD equipment, inclination of gradients and trapezoidal ditches counters: 1:1,5, on the section where the road will serve as flood protection 1:2; parameters in the scope of intersection geometry: crossroad with voivodeship road No. 977 beginning of the three-intake roundabout with an external diameter of 40.0 m, min. width of roundabout: 5.0 m, intersection of the ring road with district road no. 1385K three-way roundabout with an external diameter min. 40.0 m, min. width of the roundabout: 5.0 m, crossroad with voivodeship road No. 977 approx. km 2640 three-intake roundabout with an external diameter of 40.0 m, min. width of roundabout: 5,0 m; Service routes: road class: D Road width min. 4,0 m bypass width: 0,75 m or more, if necessary, the BRD equipment used to improve safety in road traffic, pedestrians and cyclists standard and above standard: coarse-layer marking, chemical-curing structural lines on the edges of the road, point elements retro-reflecting roads service roads integration cube at pedestrian crossings reduced curb at pedestrian crossingsDetailed project characteristics are described in point. Q. (English) / rank | |||||||||||||||
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| Property / summary: The object of the contract is to design, obtain legal decisions and permits for the construction and construction of the Tuchów ring road within voivodship road No. 977 as a class G road, one-way road with 2 lanes, with a length of approx. It’s 2,7 miles. Characteristic parameters of the design bypass: road class: G design speed: outside the area of construction 70 kmh, in the area of 50 kmh. traffic category: KR4 permissible surface loads: 115 kc Vertical gauge min. 4,60 m cross section of the main road: width of the road: 7,0 m 2 x 3,5 m; single-way, road, semi-street width of the side: 1,25 m or more, if necessary to locate BRD equipment, inclination of gradients and trapezoidal ditches counters: 1:1,5, on the section where the road will serve as flood protection 1:2; parameters in the scope of intersection geometry: crossroad with voivodeship road No. 977 beginning of the three-intake roundabout with an external diameter of 40.0 m, min. width of roundabout: 5.0 m, intersection of the ring road with district road no. 1385K three-way roundabout with an external diameter min. 40.0 m, min. width of the roundabout: 5.0 m, crossroad with voivodeship road No. 977 approx. km 2640 three-intake roundabout with an external diameter of 40.0 m, min. width of roundabout: 5,0 m; Service routes: road class: D Road width min. 4,0 m bypass width: 0,75 m or more, if necessary, the BRD equipment used to improve safety in road traffic, pedestrians and cyclists standard and above standard: coarse-layer marking, chemical-curing structural lines on the edges of the road, point elements retro-reflecting roads service roads integration cube at pedestrian crossings reduced curb at pedestrian crossingsDetailed project characteristics are described in point. Q. (English) / qualifier | |||||||||||||||
point in time: 20 October 2020
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Revision as of 11:54, 20 October 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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57,372,650.06 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 object of the contract is to design, obtain legal decisions and permits for the construction and construction of the Tuchów ring road within voivodship road No. 977 as a class G road, one-way road with 2 lanes, with a length of approx. It’s 2,7 miles. Characteristic parameters of the design bypass: road class: G design speed: outside the area of construction 70 kmh, in the area of 50 kmh. traffic category: KR4 permissible surface loads: 115 kc Vertical gauge min. 4,60 m cross section of the main road: width of the road: 7,0 m 2 x 3,5 m; single-way, road, semi-street width of the side: 1,25 m or more, if necessary to locate BRD equipment, inclination of gradients and trapezoidal ditches counters: 1:1,5, on the section where the road will serve as flood protection 1:2; parameters in the scope of intersection geometry: crossroad with voivodeship road No. 977 beginning of the three-intake roundabout with an external diameter of 40.0 m, min. width of roundabout: 5.0 m, intersection of the ring road with district road no. 1385K three-way roundabout with an external diameter min. 40.0 m, min. width of the roundabout: 5.0 m, crossroad with voivodeship road No. 977 approx. km 2640 three-intake roundabout with an external diameter of 40.0 m, min. width of roundabout: 5,0 m; Service routes: road class: D Road width min. 4,0 m bypass width: 0,75 m or more, if necessary, the BRD equipment used to improve safety in road traffic, pedestrians and cyclists standard and above standard: coarse-layer marking, chemical-curing structural lines on the edges of the road, point elements retro-reflecting roads service roads integration cube at pedestrian crossings reduced curb at pedestrian crossingsDetailed project characteristics are described in point. Q. (English)
20 October 2020
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Identifiers
RPMP.07.01.01-12-0980/17
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