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Reconstruction of the Existing Road Surface Tender - 145899735

The CEWICE COMMUNE has issued a Tender notice for the procurement of a Reconstruction of the Existing Road Surface Consisting of Hardening the Access to Arable Fields, Plot No. 16/1 Rev. Popowo in the Poland. This Tender notice was published on 25 Jul 2026 and is scheduled to close on 10 Aug 2026, with an estimated Tender value of PLN 353332.05. Interested bidders can access detailed Tender information, eligibility criteria, and complete bidding documents by referencing TOT Ref No. 145899735, while the tender notice number is 2026/BZP 00360394/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: Reconstruction of the Existing Road Surface Consisting of Hardening the Access to Arable Fields, Plot No. 16/1 Rev. Popowo

Deadline: 10 Aug 2026

Posting Date: 25 Jul 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 145899735

Document Ref. No.: 2026/BZP 00360394/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: PLN 353332.05

CPV Classification

45233142 - Road-repair works

Purchaser's Detail

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Tender Details

The subject and scope of the contracted construction works include hardening the road with YOMB concrete slabs with dimensions of 100x75cm at least. 692 m with min. width 3.0 m in the town of Popowo. The surface should be laid in such a way that the slabs interlock (the slabs should be offset halfway between them). The boards should be placed on a prepared layer of screed that is approx. 10cm according to the attached drawing. In the bill of quantities, the plank was laid on a larger area due to filling the holes in the blocks. The transverse slope of the road should be maintained one-sided 2% or circumferential in some places. (The way the slabs are arranged makes it possible to divide the slopes along the road axis). On the sides of the surface, reinforce the slabs with a width of min. 0.5 m from material previously obtained from preparing the trough for the slabs. Pospka should have a grain size of min/max 0/16. Alternatively, sieved sand with a grain size of min/max 0/4 can be used; the use of cracked sand is excluded. The contractor is obliged to: 1. In the event of damage to the existing underground utilities, cables, wires, ducts, etc. The contractor is obliged to repair the damage and bear all costs...

Documents

 Tender Notice


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