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Reconstruction of the Road in Stary Sielec Tender - 144501801

The RZEWNIE COMMUNE has issued a Tender notice for the procurement of a Reconstruction of the Road in Stary Sielec in the Poland. This Tender notice was published on 03 Jul 2026 and is scheduled to close on 17 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. 144501801, while the tender notice number is 2026/BZP 00320625/01 and Registering on the platform.

Procurement Summary

Country: Poland

Summary: Reconstruction of the Road in Stary Sielec

Deadline: 17 Jul 2026

Posting Date: 03 Jul 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 144501801

Document Ref. No.: 2026/BZP 00320625/01

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
45111200 - Site preparation and clearance work
45233140 - Roadworks
45233220 - Surface work for roads
45233290 - Installation of road signs

Purchaser's Detail

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Tender Details

The subject of the order is the reconstruction of a municipal road in the town of Stary Sielec, on the section from km 0+000.00 to km 0+800.00, in the Rzewnie commune. Scope of work: a) road surface construction: road wearing course made of AC11S D50/70 asphalt concrete, 5 cm thick along with cleaning and sprinkling bituminous emulsion on the existing bituminous surface (from surface consolidation) Existing base layer with m. kr. natural farm mechanically about gr. up to 20 cm) Designed road surface structure for widenings: wearing course of the road made of AC11S D50/70 asphalt concrete, 5 cm thick, subbase on the widenings and strengthening the edges of the existing road surface made of a road mix. amanego class C50/30, french 0/31.50 mm corner mechanically, 15 cm thick channeling together with profiling and compaction of the subgrade on the widening of the existing road surface structure to the newly designed parameters in the cross-section, i.e. to a basic width of 4.00 m and 5.00 m on passing sections. Excavations with loading i soil removal up to 1 km away. Trough depth 15 cmc) Designed roadside structure: roadsides made of a mixture of crushed aggregate class C50/30, fre....

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