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"Construction of Municipal Road No. 284001P Tender - 140422814

The KISZKOWO COMMUNE has issued a Tender notice for the procurement of a "Construction of Municipal Road No. 284001P in Dąbrówka Kościelna, Kiszkowo Commune" in the Poland. This Tender notice was published on 30 Apr 2026 and is scheduled to close on 15 May 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. 140422814, while the tender notice number is 2026/BZP 00223279/01 and Registering on the platform.

Expired Tender

Procurement Summary

Country: Poland

Summary: "Construction of Municipal Road No. 284001P in Dąbrówka Kościelna, Kiszkowo Commune"

Deadline: 15 May 2026

Posting Date: 30 Apr 2026

Other Information

Notice Type: Tender

TOT Ref.No.: 140422814

Document Ref. No.: 2026/BZP 00223279/01

Competition: ICB

Financier: Self Financed

Purchaser Ownership: Public

Tender Value: Refer Document

CPV Classification

45100000 - Site preparation work
45233140 - Roadworks
45233220 - Surface work for roads

Purchaser's Detail

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Tender Details

3. The planned investment includes the construction of a municipal public road of class D. The construction of a new section of the municipal road is planned from the intersection with district roads No. 2393P in the town of Dbrwka Kocielna, commune. Kiszkowo poviat Gniezno (km 0+480.0). The total length of the episode is 0.96km. The municipal road was designed as a road with a bituminous surface with a constant width of 5.0 m (on straight sections). The roadway has a road cross-section with an absorbent dirt shoulder hardened with aggregate on both sides, 0.75 m wide, intended for possible pedestrian traffic. 8 circular formations were designed along the road. The following structures were adopted for the designed road elements: Roadway and exits with a bituminous surface - AC11S 50/70 KR2 friction zone, thickness. 4cm- w-wa wica AC16W 50/70 gr. 8cm- w-wa base base made of KSM 0/31.5mm C90/3 gr. 7cm (E2=130 MPa) - above-ground base of KSM 0/63mm C90/3 thickness. 15 cm - hose of reinforced substrate made of a mixture bound with a hydraulic binder, stabilization C3/4 thickness. 15cm (E2=80 MPa) Roadside reinforced with KSM 0/31.5mm thick The 15cm shoulder should be constructed on a width of 75cm with a transverse slope of 6.0%. The shoulders should be made of crushed stone aggregate...

Documents

 Tender Notice


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