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The WŁOCŁAWEK COUNTY has issued a Tender notice for the procurement of a Reconstruction of District Road No. 2044C Czernikowo - Bobrowniki - Włocławek from Km 1+042 to Km 2+040 in the Poland. This Tender notice was published on 28 Mar 2026 and is scheduled to close on 13 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. 138612267, while the tender notice number is 2026/BZP 00174681/01 and Registering on the platform.
Procurement Summary
Country: Poland
Summary: Reconstruction of District Road No. 2044C Czernikowo - Bobrowniki - Włocławek from Km 1+042 to Km 2+040
Deadline: 13 Apr 2026
Posting Date: 28 Mar 2026
Other Information
Notice Type: Tender
TOT Ref.No.: 138612267
Document Ref. No.: 2026/BZP 00174681/01
Competition: ICB
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: Refer Document
CPV Classification
45233000 - Construction, foundation and surface works for highways, roadsPurchaser's Detail
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Login to see detailsTender Details
The subject of the order is the performance of construction works as part of the investment project titled: Reconstruction of district road No. 2044C Czernikowo Bobrowniki Wocawek from km 1+042 to km 2+040. The road is located in the town of Witoszyn. Road from km: 1+042.00 to km: 1+178.57 it has a ground surface. The road from km: 1+178.57 to km: 2+040.00 has a ground surface paved with aggregate. The road includes dirt road exits to the fields and to the property. In the area of the works implementation there are land infrastructure networks: gas, telecommunications, water supply, overhead power. From km: 1+042.00 to km: 1+178.57, a bituminous road surface is planned on a new aggregate base with a width of 4.50 m. From km: 1+178.57 to km: 2+040.00 bituminous road surface on the existing one. aggregate base 4.50 m wide. The roadside was designed with a width of 0.75. Protruding curbs were designed within the existing hydrants. 4 m wide aggregate ramps were designed with curves with a radius of R = 6 m. The following surface structure was adopted: Roadway bituminous on the existing substructure - wearing course of AC11S asphalt concrete, thickness 4cm - layer of asphalt concrete AC16W thick. 4cm- in...
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