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The OLEŚNICA COMMUNE has issued a Tender notice for the procurement of a Reconstruction of the Municipal Road in the Town of Świerzna, Oleśnica Commune, Plot 139 and Plot 112 in the Poland. This Tender notice was published on 13 Mar 2026 and is scheduled to close on 31 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. 137724108, while the tender notice number is 2026/BZP 00152111/01 and Registering on the platform.
Procurement Summary
Country: Poland
Summary: Reconstruction of the Municipal Road in the Town of Świerzna, Oleśnica Commune, Plot 139 and Plot 112
Deadline: 31 Mar 2026
Posting Date: 13 Mar 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 137724108
Document Ref. No.: 2026/BZP 00152111/01
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
CPV Classification
45233120 - Road construction worksPurchaser's Detail
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Email: Login to see tender_detailsLogin to see details Tender Details The subject of the order is the reconstruction of a municipal road in the town of Wierzynek, approximately 0.7 km long, along with the construction of a rainwater drainage system and the replacement of existing lighting. Area of the renovated roadsRoad area: approx. 3000 m2 Area of the sidewalk and exits: approx. 1600 m2 Area of the roadside: approx. 260 m2 Characteristics of the designed facility 1) Technical parameters of the reconstructed road - Length of the road: approx. 650 m - Single carriageway - Road width 5.0 meters - Cross-sided road slope 2% - watercourse double-sided curbstone made of two rows of concrete cubes 16x16 cm - Width of the sidewalk in the clear of the curbs 2.0 meters2) Structuresa) The designed road structure consists of the following layers: - 4 cm wearing layer of AC11S asphalt concrete - 5 cm layer of AC16W asphalt concrete - 20 cm crushed aggregate base 0/31.5 mm - 20 cm layer of cement-stabilized soil - 25 cm layer of improved base made of unbound mixture by k8 m/day and CBR20% - existing base (minimum secondary deformation modulus at the top layer E2 = 25 MPa) As part of the investment, the planned reconstruction of the exit from the provincial road No. DW451 and the reconstruction of the train... Documents
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