"Execution of Asphalt Overlays in the City Tender - 146292575

The THE CITY OF SULEJÓWEK has issued a Tender notice for the procurement of a "Execution of Asphalt Overlays in the City of Sulejówek" Divided into Tasks No. 1-3 in the Poland. This Tender notice was published on 31 Jul 2026 and is scheduled to close on 19 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. 146292575, while the tender notice number is 2026/BZP 00370317/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: "Execution of Asphalt Overlays in the City of Sulejówek" Divided into Tasks No. 1-3

Deadline: 19 Aug 2026

Posting Date: 31 Jul 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 146292575

Document Ref. No.: 2026/BZP 00370317/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

45000000 - Construction work
45233120 - Road construction works
45233141 - Road-maintenance works
45233142 - Road-repair works
14212200 - Aggregates

Purchaser's Detail

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Tender Details

Task No. 1 Construction of an asphalt overlay along Krzywa and Levelkowa streets. As part of the renovation of the surface of Krzywa Street, from ul. Miodowa to ul. Wielokowa, and Wielokowa Street, from ul. Szklarniowa to ul. Krzywa, a new surface is planned mineral-bituminous mixtures (asphalt concrete) for traffic KR 1-2 4+4 cm with AC16W flagstone layer, AC11S wearing course with an area of ​​approx. 660.00 m2, section length approx. 220 m. The new surface should be connected to the elevation of the already constructed entrance from the street. Szklarniowa and ul. Miodów.1) A bituminous surface with a width of approx. 3.00 m is planned. When making the surface, longitudinal slopes should be made to drain rainwater from the bituminous surface, with a cross-roof slope. Rainwater will flow to the adjacent roadside. In the part of the street where there is drainage, the contractor will form an asphalt surface maintaining a one-sided transverse slope of 2.5% directed towards the drainage drainage. Dirt roadside/z aggregates should be profiled with a transverse slope of 6.0% towards the drainage. All devices must be adjusted...

Documents

 Tender Notice


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