Tenders Are Invited For Construction Of A Sanitary Sewage System In Wał-Ruda

1) The Subject Of This Study Is The Construction Of A Gravity-Pressure Sanitary Sewage Network In The Town Of Wał Ruda, Stage I, As Part Of The Task Entitled Construction Design Of The Sanitary Sewage System In The Following Towns: Wola Radłowska, Brzeźnica, Wał Ruda, Zabawa - Radłów Commune.2) This Study Covers: Sewage Network: Gravity Collector Fi200mm L=3040.0M Inspection Well Fi1000mm, 31 Pieces. Inspection And Control Well Fi425mm, 105 Pcs Pressure Manifold Fi90mm L=1371.0M Pressure Manifold Fi75mm L=167.5M Pressure Manifold Fi63mm L=225.0M Sewage Pumping Stations Fi1500mm, 3 Pcs. (P21, P22, P24) Sewage Pumping Station Fi1000mm, 2 Pcs. (Pz20, Pz25) St. Kzz Valve Chamber Fi1500mm, 1 Pc. St. With Vent Valve Fi1200mm, 1 Pc. St. Inspection And Control On Background Fi1200mm, 11 Pcs. St. Expansion Joints Fi1000mm - St. Z62, Z71 And Z85, 3 Pcs. Pressure Manifold Fi110mm L=410.0M St. Kzz Valve Chamber Fi1500mm, 2 Pcs. St. With Vent Valve Fi1200mm, 1 Pc. St. Inspection And Control On Background Fi1200mm, 3 Pcs. Construction Of An Exit To The Sewage Pumping Station From The Provincial Road No. 964 In Wał Ruda And Zabawa - Plot No. 1046, 1047/2 (District Wał Ruda). The Polymer Concrete Sewage Pumping Stations Will Be Equipped With Control Cabinets For Controlling And Monitoring Their Operation. There Are Intersections With Utilities On The Route Of The Designed Sewage System. Underground, I.E. Water Pipelines, High, Low And Medium Pressure Gas Pipelines As Well As Energy And Telecommunications Cables, As Well As Terrain Obstacles - District And Voivodeship Roads, Asphalt And Gravel Municipal Roads, Hardened Entrances To The Property, Concrete And Gravel Surfaces, Concrete Cubes, Roadside Bridges. Most Of These Terrain Obstacles Are Expected To Be Crossed Using The Method Of Drilling In Protective Pipes. Devices May Appear On The Collector Route Drainage, The Drains Should Be Restored And Restored To Their Original Condition. Due To The High Level Of Groundwater, It Is Planned To Anchor The Polymer Concrete Wells On A Reinforced Foundation.