Reconstruction of Road No. 1225O from Baborów Tender - 138493288

The GŁUBCZYCE COUNTY has issued a Tender notice for the procurement of a Reconstruction of Road No. 1225O from Baborów to Sucha Psina on the Section of Dw 416 to the Intersection with Dp No. 1276O in the Poland. This Tender notice was published on 26 Mar 2026 and is scheduled to close on 09 Apr 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. 138493288, while the tender notice number is 2026/BZP 00171430/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: Reconstruction of Road No. 1225O from Baborów to Sucha Psina on the Section of Dw 416 to the Intersection with Dp No. 1276O

Deadline: 09 Apr 2026

Posting Date: 26 Mar 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 138493288

Document Ref. No.: 2026/BZP 00171430/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

45233140 - Roadworks

Purchaser's Detail

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Tender Details

The subject of the order is the reconstruction of a district road as part of the implementation of the task entitled: Reconstruction of road no. 1225O from Baborw Sucha Psina on the section of DW 416 to the intersection with DP no. 1276O. The construction plan includes the reconstruction of the district road between towns of Czerwonkw Sucha Psina. The scope of the task includes the construction of a new road surface, entrances, roadsides and some sidewalks. The top layer of the road will be a new asphalt carpet made in three layers with a complete replacement of the substructure for corresponding to:- layer of tieral SMA11 PMB 45/80-55 gr 4 cm;- layer of wica from mineral-asphalt paste AC16W 50/70 gr 5 cm;- layer of substructure of foundation from mineral-asphalt paste AC 50/270 gr. 7 cm; - substructure of the base from the stabilized amanomy crushed mechanically C90/3 gr. 22 cm; - frost protection layer made of a mixture bound with cement or soil stabilized with a hydraulic binder to achieve C1.5/2 parameters, 25 cm thick; - a layer of improved soil made of soil stabilized with a hydraulic binder to achieve C0.8/1, gr. 20 cm. As part of the task, a full structural foundation will be made to ensure the required load-bearing capacity for the angle...

Documents

 Tender Notice


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