GTR 111678706
Tenders Are Invited For Reconstruction Of Municipal Road No. 113451L Ul. Eastern In The Town Of Karczmiska Drugie, On The Section From Km 0+000.00 To Km 0+739.00, Length 0.739 Km.
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
111678706
Tendering Authority
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Tender No
GPI.271.1.8.2026.GM
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of Municipal Road No. 113451L Ul. Eastern In The Town Of Karczmiska Drugie, On The Section From Km 0+000.00 To Km 0+739.00, Length 0.739 Km.
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
27-04-2026
Closed
Work Detail
1. The Subject Of The Investment Is The Planned Reconstruction Of Municipal Road No. 113451L Ul. Wschodnia In The Town Of Karczmiska Drugie, On The Section From Km 0+000 To Km 0+739, Length 0.739 Km, Commune Taverns Made Of Asphalt Concrete Technology And A Foundation Made Of Cement-Stabilized Soil (Rm = 2.5Mpa) And Mechanically Stabilized Crushed Aggregates (0-31.5Mm). Kilometer 0+000 Was Assumed At The Intersection With Dp2613l, Kilometer 0+739 Was Assumed At The Intersection With Dp2614l. Earthworks In The Area Of Existing Technical Infrastructure Devices Not Related To The Needs Of Road Traffic Should Be Performed Manually With Particular Care. The Scope Of Works Includes, Among Others: A) Linear Measurements On An Existing Municipal Road, Measurement Works, Including The Reconstruction Of The Road Route In Plain Terrain Along The Existing Track, B) Earthworks - Trenching For The Road Substructure, C) Preparatory And Demolition Works: Clearing Trees And Eliminating Bushes Growing In The Road Horizontal Road, Demolition Of The Existing Concrete Culvert At Km 0+004.00, D) Renovation Of The Above-Mentioned Culvert In Pehd Pipe Technology Ø50cm L = 6.00M, E) Lower Head Of The Foundation Made Of Cement-Stabilized Soil Rm = 2.5Mpa (Thickness: 15Cm), F) Upper Head Of The Foundation Made Of Mechanically Stabilized Crushed Aggregates 0-31.5Mm (Thickness: 15Cm), G) Bituminous Works: Binding Head Of Asphalt Concrete Ac 16 W 50/70 (Thickness: 4Cm), H) Wearing Course Made Of Asphalt Concrete Ac 11 S 50/70 (Thickness: 4Cm), Including Interlayer Sprinkling With Quick-Disintegrating Asphalt Emulsion, I) Roadside, Finishing Works, Including The Reconstruction Of A Ditch On The Northern Side Of The Road Within The District Road, Road Marking2. A Detailed Description Is Included In The Technical Documentation Constituting Annex No. 8A And 8B To The Swz And The Technical Specification For The Execution And Acceptance Of Works - Annex No. 10 To The Swz. The Bill Of Quantities, Constituting Annex No. 9 To The Swz, Has Also Been Attached.
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