Local Road, Junction 38C and 42C, Návsí Tender - 141126267

The THE VILLAGE OF NÁVSÍ has issued a Tender notice for the procurement of a Local Road, Junction 38C and 42C, Návsí in the Czech Republic. This Tender notice was published on 12 May 2026 and is scheduled to close on 12 May 2026, with an estimated Tender value of Refer Document. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 141126267, while the tender notice number is and Registering on the platform.

Expired Tender

Procurement Summary

Country: Czech Republic

Summary: Local Road, Junction 38C and 42C, Návsí

Deadline: 12 May 2026

Posting Date: 12 May 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 141126267

Document Ref. No.:

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

Purchaser's Detail

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Tender Details

The subject of the public contract is the construction of the connection of local roads 38c and 42c in the district of Village. It is a new one-lane, two-way local road with a design speed of 30 km/h with an asphalt concrete cover. The length of the road will be approx. 108.00 m, the width of the carriageway of the strip is designed to be 3.00 m with an unpaved shoulder width of 0.50 m and a drainage infiltration trench of width 0.50 m. It is proposed to widen the roadway to 4.00 m in the directional curves. The basic transverse slope of the road is 2.50% on one side. It is made in directional arcs median slope 2.50%. The transverse slope at the end of the section is adapted to the longitudinal slope of the existing local road and amounts to 9.50%. The longitudinal slope is designed in the range of 0.29% to 12.00%. The maximum slope is designed to minimize excavation at the beginning section. Rainwater from the surface of the road will be drained longitudinally and transversely into a concrete drainage channel with a connection to a separate soaking facility and a safety overflow into the drainage channel at the existing local road. The existing gutter is concrete, 600 mm wide and is connected to the Olše watercourse through a DN 600 culvert. The existing gutter running along the road will be led to the inflow sump at the intersection and further through a culvert under the road. The outlet will be paved with quarry stone paving. Sloping spout face it will be done with a slope of 1:1.5 and the shape of the outlet will be adapted to the existing gutter along the road. For the conversion of the existing road ditch under the intersection, a culvert will be made of PVC corrugated pipe of size DN 400 SN 16 with a total length of 25.50 m and maximum longitudinal slope of 3.80%. The inflow of the culvert will be made through a prefabricated concrete inflow pit. The outlet of the culvert will be made with an inclined face with a slope of 1:1.5, and the shape of the outlet w...

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