GTR 63887806
Tenders Are Invited For Construction Of A Sanitary And Rainwater Sewage System In Koniecpol, Magdasz District - Stage Ii, Sub-Stage 1
ICB — International Competitive Bid
Closed
Central Europe
Tender Information
GTR Reference
63887806
Tendering Authority
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Tender No
ZP.271.16.2023
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of A Sanitary And Rainwater Sewage System In Koniecpol, Magdasz District - Stage Ii, Sub-Stage 1
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Central Europe
Political Region
European Union
Last Date of Bid Submission
11-05-2023
Closed
Work Detail
The Subject Of The Contract Are Construction Works Consisting In The Construction Of A Sanitary And Rainwater Sewage Network, A Sewage Pumping Station With Power Supply And Reconstruction Of Roads After Sewage Works In Koniecpol, Ul. Magdash Suburb). The Scope Of Works Includes: 1) Construction Of A Gravity Sanitary Sewage System Made Of Solid Pvc Pipes, Class S Sdr 34 Sn 8 Kn/M2, Dz 200X5.9 Mm, With A Total Length Of L = 268.5 Running Meters - Section From The S1 To S 56 Wells (Ul. Magdasz) Together With The Execution Of The Departure In Ul. Wiejska - Connection Of The S42 Chamber With The S57 Chamber And Manhole Construction Made Of Pp With Diameters Dn=1000Mm (7 Pcs.) And Dn=425Mm (17 Pcs.); /M2, Dz 160X4.7 Mm With A Total Length Of L=269.0M With The Installation Of 21 Connection Chambers Dn 425Mm; 3) Construction Of A Pressure Sanitary Sewage System Made Of Pe 100 Sdr 17 Pipes, Dz 110X6.6Mm With A Length Of L=282, 5 M With The Development Of 2 Control Wells With Fittings; 4) Construction Of A Rainwater Drainage System Made Of Solid Pvc Pipes, Class S Sdr 34 Sn 8Kn/M2, Dz 400X11.7Mm, Length L=111 M And Dz 315X9.2Mm, Length L=184 .0 Mb With Side Drains Made Of Rainwater Inlets Dz 200 Pvc With A Length Of L=23.0 Mb And Assembly Of 11 Street Inlets With A Settling Tank And Construction Of A Rainwater Drainage Outlet To The River Ridge With Buildings In Front Of The Outlet Of Pre-Treatment Devices In The Form Of A Settling Tank And A Separator; 5) Construction Of A Sanitary Sewage Pumping Station Pab With A Capacity Of Q=5.5 L/S, Built In A Polymer Concrete Tank Dn=1.5M With Power Supply And Fencing; 6) Reconstruction Of The Road Surface (Ul. Magdasz, Section 1 And Section 2) On A Total Section Of Approx. 270 M, After Sewage Works, Including The Execution Of A Full Subbase And Bituminous Surface Framed With A Road Curb Along The Entire Width Of The Roadway, Along With A Right-Hand Pavement Made Of Concrete Cubes, Entrances To Properties Made Of Concrete Cubes And A Shoulder Made Of Aggregate (On A Section Of Approx. 35 Running Meters); Is Also To Provide Full Geodetic Services For The Investment In Order To Mark Out Facilities And Prepare A Geodetic As-Built Inventory. A Detailed Description Of The Subject Of The Contract Is Included In The Construction And Executive Designs In The Scope Covered By The Procedure And The Technical Specification For The Execution And Acceptance Of Construction Works, Which Constitute Appendix 7 To The Tor. The Subject Of The Contract. Bills Of Quantities Do Not Constitute The Basis For Calculating The Offer Price, Which Should Be Given In The Form Of A Lump Sum And Calculated On The Basis Of The Construction Design And Executive Designs Covering The Scope Of Works Described Above.
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