GTR 111225401
Tenders Are Invited For Zp.271.3.2026 Construction Of Municipal Road No. 031185C In Brzeźno
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
111225401
Tendering Authority
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Tender No
ZP.271.3.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Zp.271.3.2026 Construction Of Municipal Road No. 031185C In Brzeźno
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
16-04-2026
Closed
Work Detail
The Subject Of The Order Is Construction Of Municipal Road No. 031185C In Brzeźno. The Investment Is Located In The Pruszcz Commune In Świecie Poviat In The Kuyavian-Pomeranian Voivodeship. The Area Where The Investment Will Be Implemented Includes Plots: No. 138, Brzeźno District 0003, Plot No. 90, Brzeźno District 0003. Characteristic Parameters Of The Building: Length, Width • Road Length 512.00 M. • Road Width 3.5 – 5.0 M • Road Width At The Passing 5.0 M • Roadside Width 0.75 M • Width Of Exits Adapted To Existing Ones (According To Pzt) • Cross-Road Slope 2% • Cross-Road Slope 4% • Traffic Load Category: Kr1 • Road Class D • Design Speed 30 Km • Depth Ground Freezing Is Hz = 1.0 M Below Ground• Axle Load 50 Kn/Axle Summary Of Investment Area• Road Area, Bitumen Surface - 1830.10 M2• Area Of Hardened Roadside - 662.00 M2 • Area Of Asphalt Concrete Exits - 303.00 M2 • Area Of Crushed Aggregate Exits - 189.00 M2 • Length Of Protective Pipes 73.20 M. Road Surface Structure (Stone Pavement): Ac11s Wearing Course - 4Cm Ac16w Binding Layer - 4 Cm Base Base Made Of Unbound Aggregate 0/31.5 With C50/30 - Average Thickness 8Cm Existing Stone Paving Road Surface Structure (Gravel Road) And On The Road Widening: Ac11s Wearing Layer - 4Cm Binding Layer Ac16w - 4 Cm Basic Foundation Made Of Unbound Aggregate 0/31.5 With C50/30 - 15Cm Soil Stabilization With Hydraulic Binder C3/4Mpa Thickness. 20 Cm Existing Surface Roadside Structure Width 0.75 M: Basic Subbase Made Of Unbound Aggregate 0/31.5 With C50/30 – 15 Cm Construction Of The Exit Surface Made Of Asphalt Concrete: Wearing Layer Ac11s – 4 Cm Binding Layer Ac16w – 4 Cm Basic Subbase Made Of Unbound Aggregate 0/31.5 With C50/30 - 15Cm Soil Stabilization With C3/4Mpa Hydraulic Binder, Thickness. 20 Cm Existing Soil Construction Of The Exit Surface Made Of Crushed Aggregate: Basic Base Made Of Unbound Aggregate 0/31.5 With C50/30 - 15 Cm Soil Stabilization With Hydraulic Binder C3/4Mpa Thickness. 20 Cm Existing Ground Removal Of 12 Trees And Shrubs In Accordance With The Decision Of The Świecie Staroste, No.: Boś.613.87.2025 Of November 25, 2025. And A Bill Of Quantities. Planting Trees: 22 Small-Leaved Linden Trees With A Trunk Circumference Measured At A Height Of 1.0 M - Minimum 6 Cm, Including Staking The Bush (3 Securing Stakes) And Mulching. A Detailed Description Of The Subject Of The Order (Appendix No. 7 To The Swz) Is Specified In The Design Documentation Attached To This Swz, Bill Of Quantities/Offer Cost Estimate, Technical Specification For The Execution And Acceptance Of Construction Works (In The Part Containing A Set Of Requirements Regarding The Method Of Carrying Out Construction Works, Including Requirements Regarding The Properties Of Materials, Requirements Regarding The Method Of Execution And Assessment Of The Correctness Of The Works), And The Relevant Provisions Of The Contract.
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