GTR 108044267

Tenders Are Invited For Reconstruction Of Roads In The Town Of Czerna

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
108044267
Tendering Authority
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Tender No
RD.271.2.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of Roads In The Town Of Czerna
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
10-02-2026 Closed
Work Detail
The Subject Of The Order Is The Reconstruction Of Road Infrastructure In The Town Of Czerno. For The Purposes Of This Order, The Above Task Has Been Divided Into The Following Substantive Scopes Of The Order In Accordance With The Financing Granted From The Funds From The Special Purpose Reserve Of The State Budget Intended For Counteracting And Removing The Effects Of Natural Disasters, I.E.: A. Reconstruction Of Road No. 100059D In The Town Of Czerna - Plot 368/1, 35, Czerna District, At Km 00+000 - 00+240 (September 2024). The Subject Of The Order Is The Reconstruction Of Road Infrastructure In The Town Of Czerna - Plot 368/1, 35, Czerna District, On A Length Of Approximately 240.00 M, Including The Construction Of A New Surface. Roadway Made Of Mineral And Asphalt Mass, 4.60 M Wide, On A Reinforced Base With A Dirt Roadside, Reconstruction Of 1.5 M Wide Sidewalks And Exits With Concrete Paving Stones On A Reinforced Base. Additionally, It Is Planned To Rebuild The Storm Sewage System Using Pvc-U 400 Mm Sn 8 Pipes With A Length Of 185.0 M. It Is Planned To Maintain The Existing Grade Of The Municipal Road - Maintaining The Existing Longitudinal Slopes. The Method Of Drainage Of The Road Remains Unchanged, I.E. Through Slopes To The Reconstructed Storm Drains And The Existing Storm Sewage System. The Investment Assumes The Construction Of: • A Road With A Bituminous Surface On A Full Subgrade: - Sma11 Wearing Course. 4Cm - Binding Layer Ac16w 50/70 Gr. 6Cm - Basic Foundation Made Of Crushed Natural Aggregates With Continuous Grain Size 0/31.5Mm (C90/3), Mechanically Stabilized, Thick. 20 Cm - Cement Stabilization From The Factory (Delivered) 5.0 Mpa Thick. 15Cm• Entrances To The Property: - Surface Made Of Concrete Paving Stones. 8Cm Gray - Ballast Made Of Fine Dust 0-5Mm Thick. 3 Cm - Basic Foundation Made Of Crushed Natural Aggregates With Continuous Grain Size 0/31.5 Mm (C90/3), Mechanically Stabilized, Thick. 20 Cm - Cement Stabilization From The Factory (Delivered) 5.0 Mpa Thick. 15Cm• Sidewalk:- Surface Made Of Concrete Paving Stones, Thickness. 8Cm Gray - Ballast Made Of Fine Dust 0-5Mm Thick. 3 Cm - Basic Foundation Made Of Crushed Natural Aggregates With Continuous Grain Size 0/31.5 Mm (C90/3), Mechanically Stabilized, Thick. 15 Cm - Cement Stabilization From The Factory (Delivered) 5.0 Mpa Thick. 12Cm• Aggregate Roadside: - Crushed Natural Aggregate With Continuous Grain Size 0/31.5Mm (C90/3), Mechanically Stabilized, Thick. 15 Cm• Green Area: - A Layer Of Humus With A Grass Mixture Sown With A Thickness Of 10Cm• Curbs And Edges: - Curbs 15X30cm Raised To 12Cm, On Exits Curbs 15X22cm Raised To 4Cm On A Concrete Footing Made Of Concrete C 12/15 Mpa - 0.075 M3/Mb. Edging 8X30 Cm On A Concrete Bench Made Of Concrete C 12/15 Mpa - 0.03 M3/Mb• Rainwater Drainage: Reconstruction Of The Rainwater Drainage Section Along The Existing Route Kd 500 Mm, Dismantling The Existing Channel And Inspection Wells. The Collector Should Be Made Of Pvc-U S
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