Tenders Are Invited For Construction Of A Sanitary Sewage System In The Rusinów Commune In Grabowa

3.1. The Subject Of The Order Is The Investment Entitled: Construction Of A Sanitary Sewage System In The Rusinów Commune In Grabowa3.1.1. The Scope Of The Orderconstruction Of A Sanitary Sewage Network Includes: Designed Gravity Sewage Network For The City. Grabowa With The Following Parameters: - Total Length Of The Gravity Network Of The Pvc U 200 Sn8 Channel: 3499 Mb - Total Length Of The Pvc U 160 Sn8 Gravity Outlets: 807 Mb - Total Number Of Branches To The Plot Border: 149 Pcs. Designed Pressure Canal With The Following Parameters: - Total Length Of Pressure Pipelines Pe100 Dn90 Sdr17 Pn10: 781 Mbdesigned:75 Pcs. - Concrete Wells O 1000 Mm16 Pcs. - Cascading Concrete Wells O 1000 Mm33 Pcs. - Plastic Wells O 600 Mm3 Pcs. - Pe Expansion Wells O 625 Mm2 Pcs. - Control/Venting Wells O 1000 Mm1 Pc. - Pg1 Sewage Pumping Station O 2000 Mm1 Pc. - Sewage Pumping Station Pg2 O 1500 Mm 63 Pcs. - Pvc U Reducing Tees Dn 200/1601 Pcs. - Pe Equal Tee Dn 90/90 Drilling Holes: - Steel Pipe 273.0 X 4.0 Mm, Length L = 113.3 M - Steel Pipe 219.0 X 3.6 Mm, Length L = 98.5 M - Steel Pipe O127.0 X 3.2 Mm, Length L = 20.0 M. 1 Compressor Station And 1 Sewage Pumping Station Are Planned Along The Route Of The Designed Sewage System. Parameters Of The Compressor Station And Pumping Station According To The Technical Design. All Works Should Be Carried Out In Accordance With The Entries On Maps And Profiles. The Reconstruction Of The Road Surface Should Be Related To The Elevations Of Existing Facilities And Carried Out In Accordance With The Decisions Of Road Managers. Elevation Should Only Be Corrected In Places That Do Not Meet The Requirements And Standards.