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Tender Details
- Country: Slovakia
- Summary: Most Ev.Č. 1579-011 through the Local Stream - Uhliska Description: most Ev.Č. 1579-011 through the Local Brook - Uhlisacul and the Aim of the Construction Action is to Improve the Construction of the Technical State of the Bridge Building Ev.Č. 1...
- SKT Ref No: 118442228
- Deadline: 14 May 2025
- Competition: ICB
- Financier: Self Financed
- Purchaser Ownership: Public
- Tender Value: 253985.36
- Notice Type: Tender
- Document Ref. No.: 7407 - VSP
- Purchaser's Detail :
- Description :
- Most ev.č. 1579-011 through the local stream - Uhliska Description: Most ev.č. 1579-011 through the local brook - Uhlisacul and the aim of the construction action is to improve the construction of the technical state of the bridge building ev.č. 1579-011 on road no. III/1579 over the Botkovsky stream, behind the conference of the renewal of the bridge building and adjacentRoad sections in the prison with the appropriate valid standards and regulations, ensuring the fluency and safety of the massive communication. The repair of the road and the bridge is located in the cadastral territory of Uhliska, in the intravilane villages of Uhliska - Majere. When reconstructing the bridge is proposed to preserve the level of level inFlood. The length of the adjustments in front of the bridge is 20.71 m and behind the bridge building is at a length of 24.1 m. The total length of the adjustments on the road III/1579 of the bridge return is 50.47 m. Botkovsky brook is a bridged voice.The construction -technical condition of the bridge building is rated as very bad (VI). The perpendicular of the bridge is approximately 4.0 m, the perpendicular light of the sigh is approximately 3.6 m. The angle of crisps with a transition is approximately 90. The carrierConstruction consists of a steel tooth profile "Zes" 240 x 80 mm and steel beams I 250 - 8pcs, and 0.9m. The total height of the nasal construction, including the asphalt layers, is approximately 0.65 m. In the along direction, it is a static point of view of simply stored beams. Nasal construction is terminated in the transverse directiondouble -sided rims, on which the steel rang of 1.1 m is fitted. The posts and two horizontal fills in the form of a cross -section I 100. The bottom building consists of two extreme gravitational stone supports. The establishment of the support is Plosne. The perpendicular of the thickness is approximately 1.0 m. Setting a supporting construction to the sub -building isusing cardboard. The descri...
- Documents :
Purchaser : NITRA SELF -SERVICE REGION
Street: Razusova
Number: 2a
City: Nitra
Postcode: 94901
lower ground unit of the country: Nitriansky region
country: Slovakia
contact data
Email :gabriel.jasso@unsk.sk
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