As Part Of The Task, A Section From The Inspection Well Will Be Constructed Along With A 2-Meter Branch On The Recipients Plot. The Designed Sewage System Will Run In Line With The Slopes Of The Terrain. Connection To The Existing Sewerage Network. Basic Technical Data And Description Of The Materials Used - Domestic And Domestic Sewage Will Be Transported Through The Sewage Network; - The Gravity Sanitary Sewage System Will Be Made Of Pvc Pipes With A Diameter Of 200 Mm And 160 Mm; - The Sewage System Will Be Equipped With Dn1000 Inspection Wells; - All Materials Used To Build The Sanitary Sewage System Must Have Appropriate Certificates And Technical Approvals. General Characteristics: Gravity Pipelines Made Of Pvc 200 Pipes Mm L = 662.54 M; Gravity Pipelines Made Of Pvc Pipes 160 Mm L = 46 M Inspection Chambers Made Of Concrete Rings Dn 1000 Mm 20 Sets. Sewage Pumping Station 1 Set. Assumptions: - Soil Category Ii - Iii - Removal Of Excess Soil 4 Km; - Ballast 10 Cm; - Backfill In The Pipe Zone With A Thickness Of 20 Cm; - Mechanical Excavation 80%, Manual Excavation 20%; - Narrow-Space Excavation In Slab Formwork; - Average Excavation Depth - 2.90 M - Ground Surface; - Connections Up To 2 M Long On The Plot, Terminated With A Plug. The Works Should Be Carried Out In Accordance With: Construction And Executive Design, Technical Design And In Accordance With Construction Art And Other Legal Regulations. The Detailed Scope Of Works And The Conditions For Their Implementation Include: Construction Design, Technical Specification For Execution And Acceptance Of Works. , Bill Of Quantities.
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