GTR 95168086

Tenders Are Invited For Construction Of Ul. Zachodnia No. 314133T In Busko-Zdrój

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
95168086
Tendering Authority
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Tender No
RSID.271.15.2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of Ul. Zachodnia No. 314133T In Busko-Zdrój
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
24-04-2025 Closed
Work Detail
The Subject Of The Contract Is The Implementation Of Construction Works On The Above -Mentioned Task In The Field Of: Road Industry Including: Road Construction: • Ac 11S Asphalt Concrete Frozenous From A Mixture Associated With A Hydraulic Binder C1.5/2 ≤4.0 Mpa Thick 15 Cm, • Pavement Limited With A 15X30x100cm Concrete Curb Set On A Cement-Sandy Bedding 5Cm Thick And Concrete Bench With Concrete Resistance C12/15, • Surface From The Side Of The Side 12X25x100cm Placed On A 5Cm Cement-Sand Bed And Concrete Bench With Concrete Resistance C 12/15. The Resistor Was Embedded To The Height Of The Road Surface, • Roadside Hardened With A Mechanically Stabilized Aggregate, A Layer Of 15Cm Thick. Sideback Structure: • Concrete, Non -Phase, Vibra -Ironed, Gray Behaton Of 8 Cm Thick, • 4Cm Sand And Sand Beds, • Foundation From Broken Aggregate Stabilized Mechanically Thickness 20Cm, • A Frost -Protected Layer From A Mixture Associated With Hydraulic Binder C1.5/2 ≤4.0 Mpa Mpa 15 Cm. Construction Of Exits: • Concrete, Non -Phase, Vibra -Ironed, 8 Cm Thick Graphite, • Cement -Sand Bed 4Cm Thick, • Foundation Of Broken Aggregate With A Mechanically Stabilized Thickness 20Cm, • Frost -Protected Layer From A Mixture Associated With Hydraulic Binder C1.5/2 ≤4.0 Mpa 15 Cm Thick. Sanitary Breakdowns: • Rainwater Sewage In The Diameter Range Ø0.3M ÷ Ø0.4M With A Total Length Of L = 504.8M With Pvc Pipes Or Pp Rigidity Min. Sn8, • Rainwater Sewage Connections Ø0.2M In An Amount Of 23 Pcs With A Total Length Of L = 101.2M, • Revision Wells On The Main Channels Are Expected To Be Made Of Reinforced Concrete Prefabricated Elements With A Diameter Of Ø1200mm And Ø2000mm From C45/55 Concrete. F-150, • Departure To The Road Ditch At Provincial No. 973, • Reconstruction Of The Road Ditch Section, • Reconstruction Of The Section Of The Dn250mm Pe Water Supply Network. The Length Of The Section After The Reconstruction L = 15.7M, • Reconstruction Of The Section Of The Water Supply Connection Dn50mm Pe. The Length Of The Section After The Reconstruction L = 35.3M, • Protection With A Bipartite Pipe Of The Dn40mm Pe Water Supply Pipe In Km Ca 0+59.8 ÷ 0+64.7. Length Of The Curtain Pipe L = 9.5M, • Reconstruction Of The Gas Pipeline S/C Dn90mm, Dn110mm And Gas Connection St/C Dn25mm Cameraing Of The Rainwater Sewage Channel. Electrical Breakdowns: • Reconstruction Of The Nn Overhead Line With Existing Connections, • Construction Of Street Lighting Lines Together With The Buildings Of Steel Columns Of Single -Handed Steel Columns With The Height Of Street Fastening At Around H = 9.0 M, On The Scratch W = 1.2 M Red -Type With Prefabricated Foundation, Led Street Lifts, Led Street Lifts / Road / 28W Capacity In An Amount Of 12 Kpl, • Setting Of Steel Columns Of Single -Armed Black No. 6 With The Height Of The Fitting To The Passage To About H = 7.0 M, On The Boom In = 1.0 M Red -Type Type With A Prefabricated Foundation Together With Mounting The Luminaires To A 41.5W Led Cross
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