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The WESTERN WARSAW DISTRICT, DISTRICT ROADS AUTHORITY IN OŻARÓW MAZOWIECKI has issued a Tender notice for the procurement of a Strengthening the Road Surface of the District Road No. 4120W on a Section of Approximately 1, 600 M from the Intersection with the District Road No. 4121W in the Town of Pogroszew to the Provincial Road No. 718 in the Town of Umiastów in the Poland. This Tender notice was published on 15 Jul 2026 and is scheduled to close on 30 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. 145180633, while the tender notice number is 2026/BZP 00342605/01 and Registering on the platform.
Procurement Summary
Country: Poland
Summary: Strengthening the Road Surface of the District Road No. 4120W on a Section of Approximately 1, 600 M from the Intersection with the District Road No. 4121W in the Town of Pogroszew to the Provincial Road No. 718 in the Town of Umiastów
Deadline: 30 Jul 2026
Posting Date: 15 Jul 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 145180633
Document Ref. No.: 2026/BZP 00342605/01
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
CPV Classification
45233120 - Road construction worksPurchaser's Detail
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Email: Login to see tender_detailsLogin to see details Tender Details Strengthening the road surface of district road No. 4120W on a section of approximately 1, 600 m from the intersection with district road No. 4121W in the town of Pogroszew to the provincial road No. 718 in the town of Umiastów, commune. Oarw Mazowiecki: 1) Demolition and preparatory works: reconstruction of the route i height points, milling of the surface (investor's property - location of the Ordering Party's base: ul. Okrna 15, 05-850 Umiastów).2) Milling of the existing bituminous surface in the range of thicknesses. up to 9 cm, 3) Construction of the substructure consisting of: execution of a cement stabilization layer C1.5/2 - thickness 20.0 cm, base layers of KSM 0-31.5 mm thick. 20.0 cm, layers made of AC 16W thick. 4.0 cm locally in places of surface damage, 4) Laying a leveling layer with an average thickness of 4 cm with AC16W (KR3-4), 5) Mechanical arrangement with appropriate tension of the glass geogrid 120x120 MPa (soaked with asphalt in an amount that ensures proper adhesion of the mesh after heating it to the leveling layer sprinkled with emulsion) 1) Construction of the wearing course layer from AC11S (KR3-4) thick. 5 cm, 2) Roadside made of non-limestone aggregate 0/31.5mm, thickness. 15 cm, width 75 cm, after removing... Documents
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