GTR 111089105
Tenders Are Invited For Construction Of A Sanitary Sewage System In Strzałków, Ul. Sunny
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
111089105
Tendering Authority
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Tender No
KZP.271.29.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of A Sanitary Sewage System In Strzałków, Ul. Sunny
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
14-04-2026
Closed
Work Detail
1. The Subject Of The Order Is: Construction Of A Sanitary Sewage System In Strzałków Ul. Słoneczna, Which Should Include: 1) Gravity Channel - 1776.4 M Long, 2) Pressure Channel - 210.8 M Long, 3) Connections At The Border Of The Road - 116 Pcs. Ø160/4.7 Mm With A Total Length Of 305.1 M And 2 Pcs. Ø200/5.8 Mm With A Total Length Of 8.3 M Mb, 4) Sewage Pumping Station P1, 5) Connection Supplying The Pumping Station, 6) Road Works, 7) The Contractor Is Also Obliged, Among Others, To: To Perform Other Activities Provided For In Chapter Iii Point 2 And In §4 Section 2 Of The Draft Contract.2. Detailed Description Of The Subject Of The Order: 1. Characteristic Parameters Of The Designed Gravity Sewage System. The Structure Of The Gravity Sanitary Sewage System Was Designed From Pvc-U Sewage Pipes With A Solid Wall, Sdr 34, Sn8 (Single-Layer), Ø 200/5.9 Mm. The Total Length Of The Designed Gravity Sanitary Sewage System Is L = 1776.4 M. The Reinforcement Of The Designed Sewage System Consists Of Manholes Made Of Concrete Rings Dn1.0 M (7 Pcs.) And Dn1.2 M (24 Pcs.) Made Of C35/45 Concrete, Connected With A Rubber Gasket, Topped With A Reducer (Cone) With Bottoms Made Of Prefabricated Elements, Delivered To The Construction Site With A Ready-Made Profiled Base. All Manholes In The Designed Canal Should Be Equipped With Heavy Type Manholes With Concrete Filling, Class D400, With A Load Capacity Of 40 T According To Pn-87/H-74051/02. The Connection Of Pvc And Stoneware Pipes With The Walls Of Inspection Chambers Should Be Made Using Tight Passages. 2. Characteristic Parameters Of The Pressure Sewerage Design. The Pressure Sewerage Was Designed With Pe100 Sdr17 Pipes Ø 90/5.4 Mm Connected By Electrofusion Welding. The Total Length Of The Designed Dn100 Mm Sanitary Pressure Sewage System Is L = 210.8 M. The Reinforcement Of The Designed Sanitary Pressure Sewage System Consists Of: Expansion Well (Sroz) Made Of Concrete Rings Dn1.0 M Made Of C35/45 Concrete, Connected With A Rubber Gasket, And A Concrete Bottom With An Insert For Energy Loss Made Of Plastic (Polyurethane). 3. Characteristic Parameters Of The Design Of Connections At The Border Of The Road. The Construction Of Gravity Sanitary Sewage Connections Enabling Connection Of The Property To The Main Sewer Dn 200 Mm Was Designed From Pvc-U Sewage Pipes With A Solid Wall, Sdr 34, Sn8 (Single-Layer), Ø160/4.7 Mm. The Project Includes The Construction Of 116 Sanitary Sewage Connections In The Border Of The Road, Made Of Pvc Pipes Ø160/4.7 Mm, With A Total Length Of 305.1 M, And 2 Pieces Of Sanitary Sewage Connections In The Border Of The Road, Pvc Pipes Ø200/5.8 Mm, With A Total Length Of 8.3 M. 4. Characteristic Parameters Of The Sewage Pumping Station Design. The Pumping Station Is Located On The Roadside. Right-Of-Way Of A Municipal Road On Plot No. 32/1 (After Division No. 32/7), Grzebień District, Owned By The Radomsko Commune. The Pumping Station Tank Was Designed With Concrete And Reinforced Co
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