GTR 61054198
Tenders Are Invited For Design And Reconstruction Of Solarza Street In Ksawerów
ICB — International Competitive Bid
Closed
Central Europe
Tender Information
GTR Reference
61054198
Tendering Authority
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Tender No
RZP.271.6.2023.JG
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Design And Reconstruction Of Solarza Street In Ksawerów
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
10-03-2023
Closed
Work Detail
The Subject Of The Contract Is The Design And Reconstruction Of Solarza Street In Ksawerów. Solarza Is A Two-Way Road With A Width Of 5 M, Hardened, Without Pavements. The Right-Of-Way Has The Following Technical Utilities: - Cable And Overhead Power Lines, - Cable Teletechnical Lines, - Rainwater And Sanitary Sewage System, - Gas Pipeline, Water Supply. The Scope Of The Order Includes: - Preparation Of The Street Reconstruction Concept, - Obtaining The Employers Approval Of The Presented Concept, - Obtaining The Necessary Opinions And Technical Conditions On Behalf Of And For The Employer, - Preparation Of Application Materials, Execution Of Construction Works Pursuant To Art. 29 Sec. 3 Point 1D And Art. 30 Of The Act Of July 7, 1994. Construction Law (I.E. Journal Of Laws Of 2020, Item 1333, As Amended), - Execution Of Construction Works Consisting In The Reconstruction Of Ul. Solarz, - Development Of A Permanent Traffic Organization Project, Including The Introduction Of A Speed Bump And Reflective Points, The So-Called Cats Eyes Along With The Necessary Arrangements, - Execution Of Horizontal And Vertical Markings In Accordance With The Above-Mentioned Sor Design. Construction Of An Asphalt Road With A Width Of 5 M And A Length Of Approx. :- Wear Layer Ac 11 S Gr. 4 Cm (Asphalt Concrete Kr2), - Sprinkling The Binding Layer With Emulsion, - Binding Layer Ac 16 W, Gr. 6 Cm (Asphalt Concrete Kr2), - Sprinkling The Base Layer Of Asphalt Concrete With Emulsion, - Sprinkling The Base Layer Of Crushed Aggregate Stab. Down. Emulsion, - Foundation Made Of Crushed Aggregate Stab. Down. 0/31.5 (C90/3) Gr. 20 Cm (E2>=160Mpa), - Subbase Made Of Natural Aggregate Stabilized With Cement With A Strength Of 1.5 Mpa, Thickness 18 Cm (E2>=100Mpa), The Total Thickness Of The Pavement Structure Is 48 Cm. The Following Construction Of The Pavement Was Assumed: - Concrete Paving Stones, Thickness 8 Cm (Yellow), - Cement-Sand Bedding, Th. 3 Cm, - Basic Subbase Made Of Crushed Aggregate Stab. Down. 0/31.5 (C90/3) Gr. 15 Cm, - A Layer Reinforcing The Substrate Made Of Natural Aggregate Stabilized With Cement With A Strength Of 1.5 Mpa, Thickness. 15 Cm. The Total Thickness Of The Sidewalk Surface Structure Is 41 Cm. The Following Shoulder Structure Was Assumed: - Shoulder Made Of Broken Aggregate Stab. Down. 0/31.5 Gr. 20 Cm The Total Thickness Of The Designed Structure Is 20 Cm.
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