Reconstruction of the Road to Agricultural Land Tender - 146069486

The WIŃSKO COMMUNE has issued a Tender notice for the procurement of a Reconstruction of the Road to Agricultural Land in Wińsk in the Poland. This Tender notice was published on 28 Jul 2026 and is scheduled to close on 13 Aug 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. 146069486, while the tender notice number is 2026/BZP 00365210/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: Reconstruction of the Road to Agricultural Land in Wińsk

Deadline: 13 Aug 2026

Posting Date: 28 Jul 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 146069486

Document Ref. No.: 2026/BZP 00365210/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

45000000 - Construction work
45100000 - Site preparation work
45233120 - Road construction works
45232451 - Drainage and surface works
45330000 - Plumbing and sanitary works
45233000 - Construction, foundation and surface works for highways, roads

Purchaser's Detail

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Tender Details

2. The subject of the order are construction works consisting in the reconstruction of the access road to agricultural land in Wisko, approximately 1, 125 meters long, including, among others: execution of: 1) preparatory works, including marking and organization of replacement traffic, 2) works demolition and earthworks, 3) adjustments, additions or replacement of existing curbs and sidewalks, 4) foundation layer with longitudinal and transverse profiling, 5) adjustment of rainwater and inspection wells, 6) landscaping. 3. For the planned reconstruction road, the following arrangement of construction layers is planned: Roadway: crushed granite aggregate 31.5-63 gr. 20 cm, amane granite aggregate 0-31.5 gr. 10 cm If there are cohesive plastic soils classified as G2, G3 or G4 at the place of foundation, a foundation layer should be made of aggregate stabilized with cement class Rm = 2.5 MPa, thickness. 20 cm. Layers of crushed aggregate should be compacted to obtain Is1.0, E2140 MPa. Rides: crushed granite aggregate 0-63 gr. 20 cm If present at the site of soil foundation cohesive plastic classified as G2, G3 or G4, a foundation layer should be made of cement-stabilized aggregate...

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 Tender Notice


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