Agglomeration System of Bicycle Paths in the Zit Mof Piła Area - Construction, Reconstruction... Tender

ROADS AND GREENERY ADMINISTRATION IN PIŁA has floated a tender for Agglomeration System of Bicycle Paths in the Zit Mof Piła Area - Construction, Reconstruction and Expansion of Pedestrian and Bicycle Routes and Bicycle Paths in Piła - Location Ii (Repeated Ii). The project location is Poland and the tender is closing on 09 Jan 2026. The tender notice number is 2025/BZP 00618939/01, while the TOT Ref Number is 132636585. Bidders can have further information about the Tender and can request the complete Tender document by Registering on the site.

Expired Tender

Procurement Summary

Country: Poland

Summary: Agglomeration System of Bicycle Paths in the Zit Mof Piła Area - Construction, Reconstruction and Expansion of Pedestrian and Bicycle Routes and Bicycle Paths in Piła - Location Ii (Repeated Ii)

Deadline: 09 Jan 2026

Posting Date: 24 Dec 2025

Other Information

Notice Type: Tender

TOT Ref.No.: 132636585

Document Ref. No.: 2025/BZP 00618939/01

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

Purchaser's Detail

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Tender Details

The subject of the order is the construction of a pedestrian and bicycle route on the extension of Chatellerault boulevards along the Gwda River to the Sigismund the Old Bridge, along with the construction of lighting. The design documentation assumes the construction of a road for pedestrians and bicycles along with the construction of lighting construction of retaining walls on plots with registration numbers 359/2, 359/3, 359/4, 388, 680, 682, 683, Pia 18 area. The length of the pedestrian and bicycle infrastructure construction section is approximately 430 m. The project assumes the construction of a pedestrian and bicycle route with a surface parts for pedestrians made of concrete cubes on a cement-sand ballast and parts for bicycles with an asphalt concrete surface. The basic foundation for the pedestrian and bicycle route is made of a mixture not containing aggregate. A layer should be placed under the foundation layer improved soil stabilized with a hydraulic binder - after obtaining the secondary deformation modulus and soil compaction index consistent with the design. In the construction section from hm 2+61.62 to hm 3+11.75, the soil should be replaced with compacted sand ensuring the permeability of rainwater. A bicycle path on the section from hm 3+11.75 to hm 3+86.97 made using...

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 Tender Notice


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