Preparation of Design Documentation Tender in Poland - 137945044

The LEGIONOWO COUNTY has issued a Tender notice for the procurement of a Preparation of Design Documentation for the Reconstruction of the Bridge on District Road No. 1815W Ul. Izabelińska in the Nieporęt Commune in the Poland. This Tender notice was published on 17 Mar 2026 and is scheduled to close on 25 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. 137945044, while the tender notice number is 2026/BZP 00157078/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: Preparation of Design Documentation for the Reconstruction of the Bridge on District Road No. 1815W Ul. Izabelińska in the Nieporęt Commune

Deadline: 25 Mar 2026

Posting Date: 17 Mar 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 137945044

Document Ref. No.: 2026/BZP 00157078/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

71320000 - Engineering design services

Purchaser's Detail

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Tender Details

1. The subject of the order is the development of construction and executive documentation for the reconstruction of the bridge on district road No. 1815W ul. Izabeliska in the Nieport Commune.2. The output data determines the assumptions and scope of design work. Basic geometric parameters existing bridge: 1) total length of the structure: ~ 73.36 m, 2) length of the deck slab: ~ 65.72 m (65.63 m in the axes of support on the abutments), 3) horizontal clearance: ~ 12.96+37.20+12.96 m, 4) total width of the bridge: ~ 9.30 m, 5) road: ~ 6.00 m (2 lanes of 3.00 m each), 6) sidewalk for pedestrians: ~ 1.02 m on both sides of the structure, 7) 1.65m (width of the pedestrian route measured from the edge of the traffic lane to the edge of the cornice).3. The assumption of the study is to demolish the existing bridge and build a new crossing. It is recommended that the span structure be composite and static diagram of the frame structure. Due to the location of existing intermediate supports in the power plant, one solution may be to build new intermediate supports on the existing foundations of the current supports. The construction of a temporary footbridge should be envisaged pedestrian traffic for the duration of the reconstruction of the facility in question.4. Scope of design works: 1) demolition of the old bridge...

Documents

 Tender Notice


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