GTR 114943612
Tenders Are Invited For Reconstruction Of The Municipal Road From Ciechanowiec - Winna - Wypychy
ICB — International Competitive Bid
Closes Jul 14, 2026
central europe
Tender Information
GTR Reference
114943612
Tendering Authority
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Tender No
RI.271.4.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of The Municipal Road From Ciechanowiec - Winna - Wypychy
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
14-07-2026
Work Detail
The Subject Of The Order Is The Performance Of Construction Works Related To The Reconstruction Of The Municipal Road From Ciechanowiec - Winna - Wypychy In Km. 1+012 - 3+834 With A Current Length Of 2822.00 M. The Ordering Party Attaches Design Documentation: Construction Design, Detailed Design And Stwiorb Developed For The Entire Task Including Sections In Km. 0+000 – 0+947 And In Working Km. 1+012 – 3+834. Section In Km Of Work. 0+000 – 0+947 Is Not The Subject Of The Order And Is Not Subject To Valuation Or Implementation. In The Event Of Discrepancies Between The Documentation Prepared For The Entire Task And The Scope Specified In These Proceedings, The Scope Of Works Indicated In The Bill Of Quantities Shall Be Binding. The Material Scope Of The Works Includes: - Construction Of The Road Surface Of The Road From An Unbound Mixture 0/31.5 Mm With C50/30 Aggregate, Thickness. Layer After Compaction 22 Cm, - Making A Cut-Off Layer Of Sand, Thickness. 30 Cm, - Construction Of Both Sides Of The Roadsides From An Unbound Mixture 0/31.5 Mm, C50/30 Grit Aggregate. 22 Cm, - Making Slopes From An Unbound Mixture 0/31.5 Mm From C50/30 Grit Aggregate. 22Cm, - Renovation 2 Pcs. Culverts Ø 60Cm And 1 Pc. Ø 50 Cm Under The Road Using Reinforced Concrete Pipes, And Renovation Of The Existing Culvert Ø 50 Cm Under The Exit Using Pehd Pipes (Without Changing The Parameters - Culverts, As A Result Of The Renovation Of The Facility, The Original Condition Will Be Restored), - Construction Of Culverts Under The Exits Using Pehd Pipes Ø 30 Cm - In Accordance With The Water Law Notification. The Normal - Structural Cross-Section Shows The Widths And Cross-Slopes As Well As The Structure. A Roof Cross-Slope Of 3%, On Curves According To The Standard. On The Designed Roadsides, A Cross Slope Of 6% Directed Towards The Roadside Ditch Will Be Used. On The Designed Exits, A Cross Slope Of 1-3% Will Be Applied, Adapted To The Existing Terrain. Technical Parameters Of The Municipal Road After Reconstruction: Road Class - Access Road To Agricultural Land - Vdp = 30 Km/H, - Length Of The Designed Road - 2822Mb, - Road Cross-Section - Two-Way 1/2, I.E. One Main Road With Two Lanes, Route Section, - Width Of The Road - 6.00 M, - Width Of Shoulders - 1.00 M On Both Sides Of The Road, - Width Of Individual Exits - 4.00-5.00 M.
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