Tenders Are Invited For Modernization Of Water And Sewage Management In The Świątki Commune.

The Subject Of The Order Is: Modernization Of Water And Sewage Management In The Świątki Commune. The Task Will Include The Construction And Expansion Of Water Supply And Sewage Disposal Systems In The Świątki Commune. The Investment Is Implemented As Part Of The National Reconstruction And Resilience Plan Kpo. The Following Tasks Are Planned To Be Carried Out As Part Of The Project: 1. Construction Of A Sanitary Sewage System In The Town Of Świątki In The Świątki Commune On Plots No. 286, 226/4, 227/1, 228, 229/1, 230, 231/1, 231/2, Świątki District. 2. Construction Of A Water Supply Network In The Town Of Świątki In The Świątki Commune - Plots 255/1, 14/8, 14/3, 249/1, 266/2, 266/1, 265, 1/114, 1/115, 1/116, 1/120 Świątki Precinct, Świątki Commune. As Part Of Task No. 1, The Construction Of A Sanitary Sewage System Is Planned In The Town Of Świątki In The Świątki Commune. The Sanitary Sewage System Should Be Made Of Pvc Pipes Sn8 Dn 200Mm With A Smooth Solid Wall Connected With Gaskets According To. Pn - En 13476-2 Or Pehd Pe100 Pn10. The Passage Under The Ditch Between Wells S1-S2 Is Planned To Be Made Using The Directed Drilling Method. The Inspection Wells Were Designed With Vibro-Pressed Concrete Circles Dn 1200 Mm. For Built-Up Plots, Use Plastic Wells Dn425mm. Material Scope Of The Designed Sewage System.Dn 200Mm L= 426.0M Inspection Wells Dn1200mm 2 Pcs. Inspection Wells Dn1000mm 8 Pcs. Inspection Wells Dn425mm 1 Pc. Task No. 2 Assumes The Construction Of A Water Supply Network Running Along The Road To Development Of Pszok And Allotment Gardens In Światki. The Water Pipeline Was Designed With Pe100-Rc Sdr 17 Pn10 Dn63-110Mm Pipes With Butt Or Electrofusion Welded Connections. It Is Allowed To Make The Cables Using The Drilling Or Jacking Method. The Shut-Off Valves For The Network Are Made Of Spheroidal Cast Iron With A Rubberized Wedge And Ends For Pn10 Pe Pipes For Waterworks. Provide Bolts With Keys And Cast Iron Bolt Boxes. Connection To The Water Supply Network Should Be Done Using An Equal Tee Dn100x100mm. Street Boxes Protecting Valve Stems And Hydrants Should Be Encased In Concrete Within A Radius Of 0.5 M Or Use A Concrete Slab For The Valve Box. Use Large Street Boxes. A Shut-Off Valve Was Designed At The Planned Water Supply Junctions And At The Point Of Connection To The Water Supply Network. Plastic Or Metal Information Plates With The Location Of Gate Valves And Hydrants Should Be Mounted On Metal Posts Or On Permanent Elements In A Permanently Visible Place. In Order To Ensure The Possibility Of Connection To The Planned Water Supply Network, It Is Planned To Make Connections Ensuring More Efficient Connection Of Water Supply Connections Carried Out According To A Separate Study Upon Notification At The Headquarters Of Puk Wodkan Świątki In Accordance With Art. 29A Of The Construction Law. In Order To Connect The Water Supply Connections, Taps For The Pe Dn110mm Water Supply Network Should Be Made Using Nwz 110/32Mm Drill