Tenders Are Invited For Expansion And Modernization Of Water Supply And Sewage Disposal Systems Outside The Paradyż Agglomeration

Tender Detail

100775523
ZP.271.9.2025
Self-Funded
Tenders Are Invited For Expansion And Modernization Of Water Supply And Sewage Disposal Systems Outside The Paradyż Agglomeration
NCB
central europe
European Union
04-09-2025

Work Detail

Expansion And Modernization Of Water Supply And Sewage Disposal Systems Outside The Paradyż Agglomeration Part I - Construction Of A Sanitary Sewage System With Branches To The Property In Sylwerynów In The Paradyżej Commune. The Commune Of Paradyż.Obrab 0019 Solec: 67; 127/1; 643. 266; 265; 264; 263; 262; 261; 260; 259; 258; 257; 256; 255; 254; 253; 252.1. The Scope Of Work On Demolition And Reproduction Works:- Asphalt Surface Should Be Reproduced From Aggregate Layers With A Density, A Lower One With A Thickness Of Min. 20 Cm And Upper With A Thickness Of Min. 15 Cm And Binding And Abrasive Asphalt Layer;- Gravel Surface Should Be Reproduced From The Aggregate Layer With A Thickness Of Min. 20 Cm;- The Surface From The Ground / Soil Should Be Reproduced By Huming Min. 15 Cm And Sowing With Grass. 2. The Scope Of Work On Earthworks:- An Open Excavation With A Minimum Width Of 0.8 M, Strengthened Walls / Paddling Of The Excavation;- Control Trench In Places Of Collision With Existing Underground Infrastructure;- Pipes In The Excavation Should Be Placed On Sand Bedding 15 Cm High;- Backfill Pipe With A Height Of The Pipe 30 Cm Above The Top Of The Pipe With Hand Thickening;- Thickening Mechanical Excavation With Layers With A Maximum Thickness Of 30 Cm;- Average Depression Of Sanitary Sewage System- 2.55 M.3. The Scope Of Work On Assembly Works:- Sanitary Sewage Network Using The Open Excavation Method With Pvc Pipes With A Diameter Of 200 Mm, L = 565.40M (Episode 1S- 27S);- Drilling With A Curtain Pipe With A Diameter Of 315 Mm, L = 5.0M;- Branching Of The Sanitary Sewage Network From Pvc Pipes With A Diameter Of 160 Mm And Length L = 2.5+4.6+4.6+3.2+2.5+1.4+1.4+1.4+1.4 = 23.0M - 9 Pcs (27S - P23, 25T - P22, 24T - P21, 22T - P20, 21S - P19, 20T - P18, 18T - P17, 16T - P16.15T - P15); L = 2.9+3.0+3.2+0.9+3.2+0.8+3.1+3.0+2.9+2.8+0.8+2.7+2.6+0.8 = 32.7M - 14 Pcs. 7T- P7, 6S- P6, 5S- P4, 5S- P5, 4T- P3, 3S- P1, 3S- P2);- Concrete Audit Well With Diameter D = 1.0M- 15 Pcs. 27S);- Trial 200/160- 12 Pcs (Node: 4T, 7T, 8T, 11T, 12T, 15T, 16T, 20T, 22T, 24T, 25T);- Collision Protection With Electro-Energy Underground Infrastructure And/Or Telecommunications Through Two-Day Cover Pipes- 9 Pcs;- Collision Underground Water And Sewage Infrastructure Through Suspended Constructions- 8 Pcs;- Marking The Sewage System With Warning Tape;- Tightness Test.

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