GTR 106952228
Tenders Are Invited For Removing The Effects Of The Flood Of September 2024 - Reconstruction Of Municipal Roads In The Stoszowice Commune
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
106952228
Tendering Authority
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Tender No
RR.271.22.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Removing The Effects Of The Flood Of September 2024 - Reconstruction Of Municipal Roads In The Stoszowice Commune
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
20-01-2026
Closed
Work Detail
The Investment Involves The Reconstruction Of The Road Surface Connecting The Towns Of Różana And Przedborowa With A Total Length Of Approximately 2,270 M. Plots No. 163/2, 165, 167/3, 144, 166, Różana District And 530; 645 Przedborów District, Located In The Stoszowice Commune In The Ząbkowice Poviat, Is The Property Of The Stoszowice Commune. It Is A Hardened Road With A Gravel Surface, Existing Drainage To Roadside Ditches Requiring Desilting. The Road And Sidewalk Surface Is In Poor Technical Condition With Numerous Potholes And Unevenness. Beginning Of The Planned Works At Km 0+000 On Plot 645 At The Border Of Plot No. 530, District 0006 Przedborowa. The End Of The Planned Works At Km 2+270.30 Is Located On Plot 163/2 At Plot No. 78/3, District 0007 Różana. The Scope Of Works Includes Reconstruction Of The Surface By Constructing A Bituminous Surface With A Two-Sided Slope. The Existing Bituminous Surface Should Be Demolished. Throughout The Entire Section, The Road Grade Will Be Adjusted To The Existing Situation In The Field In Order To Minimize Earthworks. Bituminous Layers Should Be Installed On The Existing Road Structure. Along The Length Of The Road, There Will Be 4 Passing Loops, 25 M Long And 2 M Wide. A Layer Of Reinforced Subgrade With A Thickness Of 12 Cm, Substructure Made Of Mechanically Stabilized Crushed Aggregate, Thickness. 20 Cm, Binding Layer Thick. 4 Cm And Bitumen Layers. The Planned Descents Should Be Made Of A Sub-Base Layer Of Mechanically Stabilized Crushed Aggregate. 20 Cm And Bitumen Layers. The Roadside Should Be Made Of Mechanically Stabilized Crushed Aggregate. 10 Cm.
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