The Subject Of The Contract Is The Performance Of Construction Works Consisting In The Construction Of A Rainwater Drainage System As Part Of The Task Construction Of Ul. W. Pileckiego In widnik Along With The Accompanying Infrastructure . As Part Of The Project, It Is Planned To Build A Rainwater Drainage Network: Pp Structural Socket Pipe, Class S Sn8 Dn400 Mm - 100.50 M Pp Structural Socket Pipe, Class S Sn8 Dn300 Mm - 98.50 M Pp Structural Socket Pipe, Class S Sn8 Dn200 Mm - 102.5 M Inspection Chamber Dn1200 Mm Connected With A Gasket - 7 Sets Rain Inlets Cast Iron Curb D400 With A Settling Chamber Dn500 Mm - 14 Sets Concrete Chambers 3000mm (Without Bottom) With A Total Height Of 5.0 M Connected To Gasket 1 Set Cast Iron Manhole 825 D400 (40T) With Embedding 50 Mm, Locked 1 Pc. Tee Pp 400/200 1 Pc. Pp Elbow Dn 200 Angle 45 Degrees 3 Pcs. Corrugated (Structural) Tight Passage Pp Dn 400 Mm - 8 Pcs. Tight Corrugated (Structural) Passage Pp Dn 300 Mm - 6 Pcs. Corrugated Tight (Structural) Passage Pp Dn 200 Mm - 29 Pcs. The Following Elements Constituting Attachments To Swz: Architectural And Construction Design Budowa Ul. W. Pileckiego In widnik Together With The Accompanying Infrastructure - Sanitary Industry - Appendix No. 5 Technical Specification For The Execution And Acceptance Of Works (Stwiorb) - Appendix No. 6 Bills Of Quantities - Appendix No. 7 Drawings - Annexes No. 8-10 Offer Cost Estimate - Attachment No. 11
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