Tenders Are Invited For Construction Of A Pressure Sanitary Sewage System At Ul. 1 Maja, Ul. Podwale, Sportowa And Belna In Strzyżowice As Part Of The Task: Construction Of A Sewage Network For The Sim In The Psary Commune - Stage Iii (...).

1. Subject Of The Order. The Subject Of The Order Is An Investment In The Field Of Sewage Management, Including The Construction Of The Main Sections Of The Pressure Sanitary Sewage Network Between Nodes C1 To C99 And Nodes C 90 To C 90.15 (In Accordance With Drawings: Development Plan Pz-1 And Development Plan Pz- 2) And Connections From The Above-Mentioned Pressure Sanitary Sewage System To The Boundaries Of Private Properties Along The Road In Strzyżowice At Ul. 1 Maja, Podwale And Sportowa (Formerly Przygon) And An Investment In The Field Of Sewage Management Including The Construction Of The Main Sections Of The Pressure Sanitary Sewage Network Between Nodes D1 To D108 (In Accordance With The Drawing. Development Plan Pzt_Belna) And Connections From The Above-Mentioned. Pressure Sanitary Sewage System To The Boundaries Of Private Properties Along The Road In Strzyżowice At Ul. Belnej.2. Material Scope: Street 1 Maja In Strzyżowicethe Planned Investment In The Field Of Sewage Management Includes The Construction Of The Main Sections Of The Sanitary Pressure Sewage Network Between Nodes C1 To C99 And Nodes C 90 To C 90.15 (In Accordance With Drawings: Development Plan Pz-1 And Development Plan Pz-2) And Connections From The Above Pressure Sanitary Sewage System To The Boundaries Of Private Properties Along The Road In Strzyżowice At Ul. 1 Maja, Podwale And Sportowa (Formerly Przygon):2.1. Pe Sdr11 Pressure Sanitary Sewage Network In The Diameter Range: 2.1.1. From Junction C1 To C92 - Pe Rc Sdr11 Dz Pipe 90X8.2, Length Approx. 652.40 M; 2.1.2. From The C92 To C99 Junction - Pe Rc Sdr11 Dz 75X6.8 Pipe, Approx. 38.60 M Long; 2.1.3. Branch From The C90 To C90.15 Junction - Pe Rc Sdr11 Dz 63X5.8 Pipe, Approx. 167.20 M Long; 2.1.4. Branch From Junction C30 To C30.7.1. – Pe Rc Sdr11 Dz 50X4.6 Pipe, Approx. 22.80 M Long, And Pe Rc Sdr11 Dz 40X3.7 Pipe, Approx. 55.40 M Long; 2.1.5. Branch From The C24 Junction To S.C.16 And S.C.17 (Without S.C.16 And S.C.17) - Pe Rc Sdr11 Dz 50X4.6 Pipe, Approx. 57.40 M Long, And Pe Rc Sdr11 Dz 40X3.7 Pipe, Approx. 23.80 M Long .The Pressure Sanitary Sewage Network Will Be Equipped With Cut-Off Fittings In The Form Of Flanged Cast Iron Knife Gate Valves.2.2. Connections To The Boundaries Of Private Plots Pe100 Sdr11 Dn40x3.7, Length Approx. 535.40 M. And Pe100 Sdr11 Dn50x4.6, Length Approx. 89.70 M. The Connections Will Be Equipped With Flanged Cast Iron Knife Gate Valves Dn32, And Their Ends At The Border Of Private Plots Will Be Plugged Will Become Electrofusion Welded Pe Plugs. The Route Of The Pressurized Sanitary Sewage System Was Routed Along District And Municipal Roads. Its Course Has Been Agreed With The Roadway Managers. The Pressure Sanitary Sewage System Planned To Be Constructed Is Located On The Plots: 448/1, 448/2, 1614/3, 414/3, Strzyżowice District. The Route Of The Sewerage Network In Question Intersects With The Following Underground Utilities: Water Supply, Telecommunications, Energy And Gas Networks, Storm Sewage System. The Location Of The Existing Underground Utilities Is Marked On Site Plans And Profiles. However, The Existence Of Other Underground Utilities Not Shown On The Site Plans Cannot Be Ruled Out. The Intersections Of The Designed Networks With Elements Of The Existing Underground Infrastructure Have Been Agreed With The Relevant Entities Managing A Given Network. Domestic Sewage From Residential Buildings Will Be Discharged Through Pe Dn40 Or Pe Dn50 Pressure Pipelines To The Designed Pe Dn50-Dn90 Pressure Collectors. The Task Also Involves Restoring The Road And Shoulder Elements To Their Original Condition In Accordance With The Requirements Of The Road Manager And In Accordance With Construction Practice And Polish Standards. Therefore, The Road Structure Must Be Fully Restored After The Works Performed Using The Excavation Method, As Well As The Reconstruction Of The Road Surface.3. Material Scope: Street Belna In Strzyżowicethe Planned Investment In The Field Of Sewage Management Includes The Construction Of The Main Sections Of The Pressure Sanitary Sewage Network Between Nodes D1 To D108 (In Accordance With The Drawing. Development Plan Pzt_Belna) And Connections From The Above-Mentioned. Pressure Sanitary Sewage System To The Boundaries Of Private Properties Along The Road In Strzyżowice At Ul. Belnej:3.1. Pe Sdr11 Pressure Sanitary Sewage Network With Diameters: 3.1.1. From The D1 To D48 Junction - Pe Rc Sdr11 Dz 63X5.8 Pipe, Approx. 353.45 M Long; 3.1.2. From The D48 To D108 Junction - Pe Rc Sdr11 Dz 50X4.6 Pipe, Approx. 430.15 M Long; 3.1.3. Branch From The D9 Node To Sd3 (Without Sd3) - Pe Rc Sdr11 Dz 50X4.6 Pipe, Approx. 72.95 M Long; 3.1.4. Branch From The D12 To D12.2 Node - Pe Rc Sdr11 Dz 40X3.7 Pipe, Approx. 48.25 M Long. The Pressure Sanitary Sewage Network Will Be Equipped With Cut-Off Fittings In The Form Of Cast Iron Flanged Knife Gate Valves.3.2. Connections To The Boundaries Of Private Plots (Within The Road From The Main Network To The Property Boundary) Pe100 Sdr11 Dn40x3.7, Length Approx. 655.80 M. The Connections Will Be Equipped With Dn32 Cast Iron Flanged Knife Gate Valves, And Their Ends At The Border Of Private Plots Will Be Plugged With Plugs Pe Electrofusion Welded. The Route Of The Pressurized Sanitary Sewage System Was Routed Along District And Municipal Roads. Its Course Has Been Agreed With The Roadway Managers. The Planned Sanitary Pressure Sewage System Is Located On The Plots: 702/1, 1944/2, Strzyżowice District. The Route Of The Sewage Network In Question Intersects With The Following Underground Utilities: Water Supply, Telecommunications, Energy, Gas And Storm Sewage Networks. The Location Of The Existing Underground Utilities Is Marked On Site Plans And Profiles. However, The Existence Of Other Underground Utilities Not Shown On The Site Plans Cannot Be Ruled Out. The Intersections Of The Designed Networks With Elements Of The Existing Underground Infrastructure Have Been Agreed With The Relevant Entities Managing A Given Network. Domestic Sewage From Residential Buildings Will Be Discharged Through Pe Dn40 Or Pe Dn50 Pressure Pipelines To The Designed Pe Dn50-Dn63 Pressure Collectors. The Task Also Involves Restoring The Road And Shoulder Elements To Their Original Condition In Accordance With The Requirements Of The Road Manager And In Accordance With Construction Practice And Polish Standards. Therefore, The Road Structure Must Be Fully Reconstructed After The Works Performed Using The Excavation Method, As Well As The Reconstruction Of The Road Surface.