Tenders Are Invited For Sustainable Water And Sewage Management In The Pęczniew Commune in Poland

Work Detail

The Subject Of The Contract Is The Implementation Of The Investment Task Entitled: Sustainable Water And Sewage Management In The Pęczniew Commune. The Subjective Order Was Divided Into The Following 4 Parts:  Part 1 - Construction Of The Sewage Network In Pęczniew In Ul. Wspólna, Główna And Osiedle Młodych;  Part 2 - Expansion Of The Water Supply Network In Siedlątków And Łyszkowice;  Part 3 - Construction Of A Deep Well At The Suw In Luboli Commune Pęczniew;  Part 4 - Purchase And Assembly Of Digital Water Meters With The Implementation Of The Ict System. Subject Of The Order For Part 1 - Construction Of The Sewage Network In Pęczniew In Ul. Wspólna, Main And Osiedle Młodych: The Subject Of The Contract For Part 1 Is The Construction Of A Gravitational Sanitary Sewage System, Connections Directed To The Property Located Within The Road Lane, Tł Sewage Compressor, Termus Sewage, With The Necessary Teletechnical And Electrical Infrastructure, And A Crowded Pipeline On The Section From The Designed Plumbing Of The Background To The Designed Expansion Well - 0015 Pęczniew, Plot No. 724/1; 724/2; 717; 746; 754; 769; 784; 799; 807; 808; 998/1; 1587, Commune Pęczniew, Poddębicki Poviat, Łódź Voivodeship. Sewage Compressor Was Designed To Which Sanitary Sewage From Residential And Single -Family Buildings In Pęczniew. The Network Creates A Sanitary Channel Made Of Pvc Pipes Ø200mm Sn8 With A Solid Wall And A Well-Fighting Well Ø1000mm Concrete. Sanitary Connections Form Dewers Made Of Pvc Pipes Ø160mm And Ø200mm Sn8 With A Solid Wall Ended With A Traffic Jam. The Concrete Chamber With A Diameter Of 2500 Mm With Fittings, Electric Power And Control. The Discharge Pipeline Was Designed With The Pehd Pe100-Rc, Sdr17, Pn10 Ø90mm Pipe With A Well-Expansive Well Ø 800Mm Made Of Pehd. The Works Of The Works Were Designed By The Method Of Open Excavation And In The Collision Space Method Drilling In A Steel Curtain Pipe. The Background Sewage Was Designed On The Plot. Registration No. 724/2 Precinct 0015 Pęczniew, In Unpaved Area. The Gravitational Network Of Sanitary Sewage System, Sanitary Connections, The Discharge Pipeline Was Designed On Road Plots. Doles From Single -Family Residential Buildings And The Kindergarten Building Will Go To The Sewage Compressor From Which They Will Be Pumped Into The Existing Sanitary Sewage Network. In Terms Of Size, The Range Is As Follows:- Network Ø 200 Pvc Sn8 Lita Wall- 1281.0 M,- Connections Ø 200 Pvc Sn8 Lita Wall -7.5M,- ​​Connections Ø 160 Pvc Sn8 Sn8 Wall Lita- 287.5M Wall,- Translation Pipeline Ø 90 Pehd Pe100-Rc Sdr17 Pn10- 198.0M, Concrete Well Ø 1000- 34 Pcs,- Plastic Well, Expansion Pehd Ø 800- 1 Pcs,- Sewage Compressor- 1Pc- Internal Line Supplying Sewage Pressure- 57M. A Detailed Description Of The Subject Of The Contract For Part 1 Is Included In Annex 1A To Swz. The Contracting Authority Requires The Contractors To Conduct A Local Vision Within The Subject Of The Contract Before Submitting The Offer.

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