Construction of a Pedestrian Crossing Along Dw No. Tender - 144757669

The PROVINCIAL ROADS AUTHORITY IN GDAŃSK has issued a Tender notice for the procurement of a Construction of a Pedestrian Crossing Along Dw No. 214 - nowa Wieś Lęborska in the Poland. This Tender notice was published on 08 Jul 2026 and is scheduled to close on 22 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. 144757669, while the tender notice number is 2026/BZP 00327287/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: Construction of a Pedestrian Crossing Along Dw No. 214 - nowa Wieś Lęborska

Deadline: 22 Jul 2026

Posting Date: 08 Jul 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 144757669

Document Ref. No.: 2026/BZP 00327287/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

45000000 - Construction work
45233000 - Construction, foundation and surface works for highways, roads
45233124 - Trunk road construction work
45233120 - Road construction works

Purchaser's Detail

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Tender Details

Construction of a pedestrian crossing along DW No. 214 - Nowa Wie Lborska includes the modernization of provincial road No. 214 on the section 27+085 km 27+211.7 along with the construction of a pedestrian crossing. The scope of the order includes, among others: Preparatory works (demolition, milling, cutting, cutting down trees); Trenching and profiling of drainage ditches; Setting road curbs 30x15x100, drive-on curbs 22x15x100 and stops 12x25x100 on a concrete bench with stops; Setting up concrete edges 8x30x100 on the bench concrete with resistance; Construction of retaining walls from prefabricated L-type elements, height 160 cm; Construction of the foundation from an unbound mixture 0/31.5 and a bound mixture C3/4; Laying the surface with thick concrete cubes. 8 cm on a cement and sand bedding thick 3cm; Profiling and compacting the base for construction layers; Cleaning the construction layers and sprinkling the asphalt emulsion; AC16W leveling layer (KR3-4) on average 150 kg/m2 (approx. 6 cm); Base layer made of a mineral and asphalt mixture AC22P (KR3-4) - 10 cm; Laying the mesh to reinforce asphalt pavement layers; SMA 11S (KR3-4) wear layer ...

Documents

 Tender Notice


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