Tenders Are Invited For Construction Of A Sewer Network. Sanitary. Pressure Street Szkolna And Ul. Kamienna In Psary And Ul. Graniczna In Strzyżowice As Part Of The Task: Construction Of A Sewage Network For Sim Purposes In The Psary Commune - Stage I.

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 D1 To D49 And Nodes D30 To D30.30 (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 Psary At Ul. Kamienna And An Investment In The Field Of Sewage Management Including The Construction Of Main Sections Of The Sanitary Pressure Sewage Network Between Nodes C8 To C78 (According To Fig. Fig.2-Pzt_Szkolna) And Nodes B1 To B12 And Nodes B11 To B11.6 (According To Fig. Fig.2 -Pzt_Graniczna) And Connections From The Above-Mentioned Pressure Sanitary Sewage System To The Boundaries Of Private Properties Along The Road In Psary At Ul. Szkolna And In Strzyżowice Ul. Graniczna.2. Material Scope: Street Szkolna In Psary - Stage 2B. The Planned Investment In The Field Of Sewage Management Includes The Construction Of Main Sections Of The Pressure Sanitary Sewage Network Between Nodes C8 To C78 (According To Fig. Fig.2-Pzt_Szkolna) And Nodes B1 To B12 And Nodes B11 To B11.6 (In Accordance With Drawing Fig.2-Pzt_Graniczna) And Connections From The Above-Mentioned Pressure Sanitary Sewage System To The Boundaries Of Private Properties Along The Road In Psary At Ul. Szkolna And Ul. Graniczna:2.1. Pressure Sanitary Sewage System: Ul. Szkolna2.1.1. From Junction C8 To C52 - Pe Rc Sdr11 Dn50 Pipe, Approx. 406.1 M Long; 2.1.2. From Junction C52 To C53.1 - Pe Rc Sdr11 Dn110 Pipe, Approx. 5.55 M Long; 2.1.3. From Junction C53.1 To C73 - Pe Rc Sdr11 Dn125 Pipe, Approx. 180.23 M Long; 2.1.4. From The C73 To C78 Junction - Pe Rc Sdr11 Dn140 Pipe, Approx. 33.39 M Long; 2.1.5. Branch From The C53.1 Node To The Plot Border - Pe Rc Pipe Dn110, Approx. 2.38 M Long; 2.1.6. Branch From The C61 Junction To The Plot Border - Pe Rc Pipe Dn50, Approx. 2.16 M Long; 2.1.7. Branch From The C74 Junction To The Plot Border - Pe Rc Pipe Dn160, Approx. 7.56 M Long. Ul. Graniczna 2.1.8. From Junction B1 To B12 - Pe Rc Sdr11 Dn50 Pipe, Approx. 78.74 M Long; 2.1.9. From Junction B11 To B11.4 - Pe Rc Sdr11 Dn50 Pipe With A Length Of Approx. 48.59 M. The Pressure Sanitary Sewage Network Will Be Equipped With Cut-Off Fittings In The Form Of Flanged Cast Iron Knife Gate Valves.2.2. Sanitary Sewage Connections To The Boundaries Of Private Plots Pe100 Sdr11 Dn40 With A Total Length Of Approx. 347.01 M. The Connections Will Be Equipped With Dn32 Cast Iron Flanged Knife Gate Valves, And Their Ends At The Boundaries Of Private Plots Will Be Plugged With Electrofusion Welded Pe Plugs. The Route Of The Pressure Sanitary Sewage Network Will Be Stayed On The District Road. Its Course Has Been Agreed With The Road Manager. The Planned Sanitary Pressure Sewage System Is Located On The Plots: 2240/2, 674, Precinct 0008 Psary. The Route Of The Sewerage 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-Dn160 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. The Planned Sanitary Pressure Sewage System For Domestic Sewage Will Be Incorporated Into The Pressure Sanitary Sewage System Constructed According To A Separate Study Construction Of A Pressure Sanitary Sewage System And Reconstruction Water Supply Network In The Psary Commune” – Ul. Kamienna In Psary, In Accordance With The Terms Of Reference Regarding The Implementation Of The Task In Question.3. Material Scope: Street Kamienna In Psarythe 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 D49 And Nodes D30 To D30.30 (In Accordance With Drawings: Development Plan Pz-1 And Development Plan Pz-2) And Connections From Above Pressure Sanitary Sewage System To The Boundaries Of Private Properties Within The Road In Psary At Ul. Kamienna:3.1. Pe Sdr11 Pressure Sanitary Sewage Network With Diameters: 3.1.1. From The D1 To D49 Junction - Pe Rc Sdr11 Dn160 Pipe, Approx. 597.32 M Long;3.1.2. Branch From The D30 To D30.1 Node - Pe Rc Pipe Dn90, Approx. 10.88 M Long;3.1.3. From Junction D30.1 To D30.30 - Pe Rc Sdr11 Dn63 Pipe, Approx. 279.60 M Long; 3.1.4. From The D36 To D36.1 Junction - Pe Rc Sdr11 Dn90 Pipe, Approx. 16.30 M Long; 3.1.5. From The D36.1 To D36.8 Node - Pe Rc Sdr11 Dn63 Pipe, Approx. 66.59 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 Pe100 Sdr11 Dn40, Length Approx. 164.22 M. The Connections Will Be Equipped With Dn32 Cast Iron Flanged Knife Gate Valves, And Their Ends At The Boundaries Of Private Plots Will Be Plugged With Electrofusion Welded Pe Plugs. The Route Of The Pressurized Sanitary Sewage System Was Routed Along A Municipal Road. Its Course Has Been Agreed With The Road Manager. The Planned Sanitary Pressure Sewage System Is Located On The Plots: 677/2, 675, Precinct 0008 Psary. The Route Of The Sewerage 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-Dn160 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.9. A Detailed And Comprehensive Description Of The Subject Matter And The Ordering Partys Requirements Regarding Implementation And Acceptance Are Specified In: 9.1. Design Documentation:9.1.1. Construction And Executive Design,9.1.2. Technical Specification For The Execution And Acceptance Of Construction Works, 9.1.3. Bills Of Quantities For Construction Works, 9.1.4. Notification Of Construction Works To The Starosta Of Będzin Of July 2, 2018, November 11, 2018, July 2, 20218, 9.1.5. Swz With Attachments,9.1.6. Draft Provisions Of The Contract,9.1.7. Answers To Questions Provided During The Tender Procedure (If Applicable), All Of The Above. Documents Should Be Treated As Complementary To Each Other. All Requirements Specified In The Documents Indicated Above Are Minimum Requirements And Their Fulfillment Is Obligatory.