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The CERANOW COMMUNE has issued a Tender notice for the procurement of a Reconstruction of Municipal Road No. 390208W in Noski in the Poland. This Tender notice was published on 14 Jul 2026 and is scheduled to close on 28 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. 145099678, while the tender notice number is 2026/BZP 00338556/01 and Registering on the platform.
Procurement Summary
Country: Poland
Summary: Reconstruction of Municipal Road No. 390208W in Noski
Deadline: 28 Jul 2026
Posting Date: 14 Jul 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 145099678
Document Ref. No.: 2026/BZP 00338556/01
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
CPV Classification
45233140 - RoadworksPurchaser's Detail
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Email: Login to see tender_detailsLogin to see details Tender Details 1. The subject of the order is the reconstruction of municipal road No. 390208W in the town of Noski, consisting of: Preparatory works, measurement works for linear earthworks of roads in flat areas, and preparation of an as-built inventory; moving hydrants p. after DN 100; vertical adjustment of wells for underground water supply valves; Replacement of the road structure. The bed is made mechanically, thick. up to 40 cm, over the entire width of the road in soil of categories II-IV, using a bulldozer and a static roller self-propelled, with excavated material transport at a distance of 5 km; profiling and compaction of subgrades for pavement construction layers, performed manually, in soils of categories II-IV; foundation made of a mixture bound with C3-4 cement, fraction 0/22 mm, foundation maintenance with sand and waters, gr. layers after compaction 15 cm; foundation made of unbound mixture C90/3 made of crushed aggregate fraction 0/31.5 mm, thickness. layers after compaction 15 cm; Surface leveling with asphalt concrete AC 16 W 50/70 KR1-2, layer thickness after compaction 5 cm, with transport of concrete from the plant in self-dumping vehicles, along with sprinkling quick-disintegrating asphalt emulsion in the amount of 0.5 kg/m2... Documents
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