Renovation of the Tlukawa-Igrzyna Road Tender in Poland - 144429377

The RYCZYWÓŁ COMMUNE has issued a Tender notice for the procurement of a Renovation of the Tlukawa-Igrzyna Road in the Poland. This Tender notice was published on 02 Jul 2026 and is scheduled to close on 16 Jul 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. 144429377, while the tender notice number is 2026/BZP 00317087/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: Renovation of the Tlukawa-Igrzyna Road

Deadline: 16 Jul 2026

Posting Date: 02 Jul 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 144429377

Document Ref. No.: 2026/BZP 00317087/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

45233000 - Construction, foundation and surface works for highways, roads
45100000 - Site preparation work
45233140 - Roadworks
45111200 - Site preparation and clearance work

Purchaser's Detail

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Tender Details

The subject of the investment is the renovation of a road section. The road in question is located in the Ryczyw Commune, near Tukawa, plot no. 182/1. The existing section of the road has a surface paved with natural aggregate, with places reinforced with construction rubble from roadsides made of mineral and soil mixture on both sides. The project includes renovation of the existing road surface structure along with exits. The designed length of the road section of stage IIa is 400.0 m, i.e. from km 0+200 to km 0+600. The road is designed to be wide is 4.0 m. Road width at exits: 4.0 m and 5.0 m. The cross-slope of the road is designed as a two-sided (roof) slope of 2x3%. On both sides of the road, 0.50 m wide profiling of the ground shoulders is planned. The transverse slope of the roadside is 6% on one side outside The renovation of the road surface and exits was designed by making a layer of mechanically stabilized crushed aggregate with a layer thickness of 10 cm on a foundation layer of concrete rubble with a thickness of 15 cm. The road drainage was designed as surface, by using standard longitudinal and transverse slopes of the road and shoulders beyond the road crown.

Documents

 Tender Notice


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