Reconstruction of Municipal Roads in Spytkowice Tender - 151156653

The SPYTKOWICE COMMUNE has issued a Tender notice for the procurement of a Reconstruction of Municipal Roads in Spytkowice in the Poland. This Tender notice was published on 19 Oct 2026 and is scheduled to close on 03 Nov 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. 151156653, while the tender notice number is 2026/BZP 00493463/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: Reconstruction of Municipal Roads in Spytkowice

Deadline: 03 Nov 2026

Posting Date: 19 Oct 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 151156653

Document Ref. No.: 2026/BZP 00493463/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

45233200 - Various surface works
45233140 - Roadworks
45233120 - Road construction works

Purchaser's Detail

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Tender Details

Part I: Reconstruction of the Na Zagrody municipal road No. 364600K in the town of Spytkowice - stage Iodc. 1 in km 0+023.33 - 0+153.33, section 2 in km 0+000.00 - 0+226.00 GENERAL SCOPE OF PLANNED WORKS: 1) surveying services, indication of bilateral boundaries on the section subject to reconstruction 2) demolition works 3) construction of a rainwater drainage system, 4) reconstruction of the road: Construction of the road surface of the section 1 in km 0+023.33 - 0+153.33, section 2 in km 0+000.00 - 0+226.00:- 20cm - a layer of basic foundation made of a mixture unbound with aggregate C 90/3 130MPa - 40cm frost protection layer made of an unbound mixture or unlined (natural) soil CBR20% - 80MPa, - a layer reinforcing the ground under the technological layers with geotextile with a width of 2.50 - 3.0 m (60 cm curl on each side) - geotextile tear strength lengthwise/widthwise - 25kN/m /9.5kN/m, puncture resistance - 3.1kN - existing subsoil after trenching to the required depth of 50MPa Roadside surface structure - episode 1 in km 0+023.33 - 0+153.33, section 2 in km 0+000.00 - 0+226.00:20 cm - layer of crushed aggregate, double-surface hardened with emulsion and stone grit, dimensions. 5-8mm - existing subsoil along the trough...

Documents

 Tender Notice


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