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The OŁAWA COMMUNE has issued a Tender notice for the procurement of a Construction of a Storm Sewage System in Bystrzyca in the Poland. This Tender notice was published on 19 Feb 2026 and is scheduled to close on 06 Mar 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. 136155974, while the tender notice number is 2026/BZP 00117976/01 and Registering on the platform.
Procurement Summary
Country: Poland
Summary: Construction of a Storm Sewage System in Bystrzyca
Deadline: 06 Mar 2026
Posting Date: 19 Feb 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 136155974
Document Ref. No.: 2026/BZP 00117976/01
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
Purchaser's Detail
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Login to see detailsTender Details
1. The subject of the order is the performance of construction works consisting of: construction of a section of the storm sewage system from the outlet to the Smortawa stream to ul. Zielona in Bystrzyca as part of the investment project entitled Construction of a storm sewage system in Bystrzyca (ul. Bema, Zielona, Okietka, Szkolna, Nowa, Wolnoci, Chrobrego) along with accompanying infrastructure.2. The scope of the order includes: construction of an approx. 55 m ditch on plot no. 332 in the Bystrzyca area with an outlet to Smortawa. construction of a fi400 rainwater drainage outlet into the ditch sewage system, diameter 400, made of PVC pipes, approx. 550 m long, from outlet 1 to well D17, together with 19 concrete wells, diameter 1.0 m, from D1 to D17, and D53 and D58. Open excavation or jacking can be used. construction of 2 sections of sewerage fi 300 from D13 to D53 d 7.2 m and from D15 up to D58 d 13.2 m with wells, construction of a 200 mm sewer cascaded into the D17 well, ending with a 500 street inlet. Dismantling and reconstruction of the bituminous surface in ul. In the side zone, works on a length of 140 m of the structure: 20 cm of native soil stabilized with cement, 7 cm thick layer of AC16W asphalt concrete, 4 cm wearing layer of AC11S asphalt concrete. The area depends...
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