Construction of Bicycle Paths in the Czerniejewo Commune - Stage Ii Tender, Poland - 136047717

The CZERNIEJEWO COMMUNE has issued a Tender notice for the procurement of a Construction of Bicycle Paths in the Czerniejewo Commune - Stage Ii in the Poland. This Tender notice was published on 18 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. 136047717, while the tender notice number is 2026/BZP 00115998/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: Construction of Bicycle Paths in the Czerniejewo Commune - Stage Ii

Deadline: 06 Mar 2026

Posting Date: 18 Feb 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 136047717

Document Ref. No.: 2026/BZP 00115998/01

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

Purchaser's Detail

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Tender Details

1. The planned investment includes the scope of construction works related to the reconstruction of the road (right-of-way) of district roads No. 2158P and 2220P on the section from the intersection with district roads No. 2220P towards the town of Szczytniki Czerniewskie in the scope of construction of a bicycle path. The total length of the planned investment is 0.71 km. The following construction solutions were adopted for the designed land development elements: Bicycle path: AC8S 50/70 thickness wearing layer. 5cm KR2, base layer made of KSM 0/31.5mm (hard aggregate) thickness. 20cm (E2 = 80 MPa), embankment layer after removing topsoil 25 cm, Is = 1.0, E2 = 50 MPa, the so-called hard aggregates (frost resistance F1, water absorption WA24-2, abrasion resistance LA max 25), the bicycle path is limited on both sides by a concrete edge 8x30x100 on the aisles concrete C12/15 with resistance, on the widening of the bicycle path located directly next to the road, high concrete curbs 15x30x100 (or inrun curbs at crossings) should be made on concrete embankments C12/15, h = 10.0 cm (1.0 cm at crossings) along with a 2- row edge made of concrete cubes, thickness 8cm on C12/15 thick concrete aisles. 20cm. Normal slopes along the route...

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 Tender Notice


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