most Ev.Č. 1579-011 through the Local Stream - Uhliskopis: most Ev.Č. 1579-011... Tender

Procurement Summary

Country : Slovakia

Summary : most Ev.Č. 1579-011 through the Local Stream - Uhliskopis: 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. 15 ...

Deadline : 17 Jul 2025

Other Information

Notice Type : Tender

TOT Ref.No.: 122838054

Document Ref. No. : 11643 - VSP

Financier : Self Financed

Purchaser Ownership : Public

Tender Value : EUR 253985.36

Purchaser's Detail

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Tender Details

Most ev.č. 1579-011 through the local stream - Uhliskopis: 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 adjacent Road 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 in Flood. 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). Mostny building was built in 1932. It is a road, sikmy bridge with one hole. The perpendicular of the bridge is approximately 4.0 m, the perpendicular light of the sigh is approximately 3.6 m. The angle of crunching with a transition is approximately 90. The load -bearing construction It forms a steel toothal 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. The nasal construction is terminated in the transverse direction by two -sided rimsami, 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 ...

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