Restoration of the U Stančíků Road Tender - 151208445

The POLIČNÁ VILLAGE has issued a Tender notice for the procurement of a Restoration of the U Stančíků Road in the Village of Poličná in the Czech Republic. This Tender notice was published on 21 Oct 2026 and is scheduled to close on 26 Oct 2026, with an estimated Tender value of CZK 1900000.00. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 151208445, while the tender notice number is and Registering on the platform.

Expired Tender

Procurement Summary

Country: Czech Republic

Summary: Restoration of the U Stančíků Road in the Village of Poličná

Deadline: 26 Oct 2026

Posting Date: 21 Oct 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 151208445

Document Ref. No.:

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: CZK 1900000.00

Purchaser's Detail

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Tender Details

This is the replacement of the existing surface of the local road. The route, width and level of the road remain identical to the original condition. The total length of the reconstructed section is 350 m. making the construction of permanent housing buildings accessible. The width of the paved area of ​​the road is 3.0 m and is equal to a lane without shoulders. The surface of the lane will be asphalt concrete. The one-sided transverse slope of the plain and the road will be at least 3%. The existing surface of the road from of penetrating macadam and crushed gravel is considerably disturbed along its entire length. The full-scale degradation of the road surface is visible, which is cracked, crumbled with a large amount of loose aggregate and with a number of potholes and locally extruded tracks. It is on parts of the communication alluvial soil from the surrounding fields. As a result of the missing asphalt binder, it further degrades and aggregates are washed away. The noticeable erosive effect of water on the body of the road is supported by the non-functional drainage of the road. Drainage of communication can be considered for non-functional. The longitudinal ditch is clogged with alluvial soil, in some places it is no longer visible. Transverse drainage is non-functional due to the deformation of the road, the downpipes are deformed or completely missing. During the reconstruction, the deposit will be removed from km 0.000 to km 0.240 curbs in thickness 100 mm and subsequently to remove the existing deformed surface of the road up to a depth of 150 mm, then a layer of aggregate reinforced with cement will be made in thickness 150mm. A new cover of the road from asphalt concrete from the layer ACP16+ thick. 50 mm and from layer ACO11+ thick. 50mm. During the reconstruction, in km 0.240 to km 0.350, the deposit on the shoulders will be removed in thickness. 100mm and subsequently to remove the existing deformed surface of the road up to a depth of 100mm. Like t...

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