GTR 67045482

Tenders Are Invited For Redevelopment Of Ul. Jan Otto And Ul. Podgórna In Włoszakowice

ICB — International Competitive Bid Closed Central Europe
Tender Information
GTR Reference
67045482
Tendering Authority
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Tender No
ZP.271.9.2023
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Redevelopment Of Ul. Jan Otto And Ul. Podgórna In Włoszakowice
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
21-07-2023 Closed
Work Detail
The Subject Of The Contract Is The Reconstruction Of Ul. Jan Otto And Ul. Podgórna In The Village Of Włoszakowice Constituting A Public Municipal Road 712641P. The Works Were Divided Into Two Execution Sections Of The Reconstruction. On The First Section (Ul. Jana Otto) From Km +0.000 To +0.450, The Task Involves Laying A Wearing Course Of Asphalt Concrete With A Thickness Of 5 Cm On A Layer Of Asphalt Concrete With A Thickness Of 6 Cm. On The Other Hand, The Edges Of The Existing Road Will Be Dismantled And A New Structure Will Be Made Of A 7 Cm Thick Asphalt Concrete Base, A 20 Cm Thick Main Base Made Of Mechanically Stabilized Broken Aggregate And A 10 Cm Thick Stabilizing Aggregate Base Reinforcement With Cement, Along With The Installation Of New Concrete Curbs, Resistors And Edges. Along The Entire Rebuilt Section, A Pavement Will Be Made With A Surface Made Of Vibro-Pressed Concrete Cubes, 8 Cm Thick, On A Cement-Sand Bedding, 3-5 Cm Thick, On A Base Reinforced With Cement-Stabilized Aggregate, 10 Cm Thick. In Addition, The Surfaces Of The Exits Will Be Made Of Vibro-Pressed Concrete Blocks Of Graphite Color, 8 Cm Thick, On A Cement-Sand Bedding, 3-5 Cm Thick, On A Reinforced Base Of Cement-Stabilized Aggregate, 20 Cm Thick. The Second Section (Ul. Podgórna) From Km +0450 To Km +1.308 Covers The Execution Of The Road In The Same Scope As In The First Section. In Addition, All Public Exits Will Be Made With A 5 Cm Thick Wearing Course On A 7 Cm Thick Asphalt Concrete Base, 20 Cm Thick Mechanically Stabilized Broken Aggregate Base And 10 Cm Thick Concrete Stabilization. The Entire Task Covers +0.1308 Km Of The Road, Where Surface Drainage Is Provided For Green Terraces Along With The Arrangement Of Green Areas Within The Right-Of-Way. Reconstruction, 2) Technical Specifications For Execution And Acceptance Of Construction Works (Stwiorb), 3) Bill Of Quantities, 4) Orientation Plans, 5) Site Plans, 6) Structural Cross-Sections, 7) Permanent Traffic Organization Design.
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  • Publication Document (Tender Document / Tender Notice)
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