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The Subject Of The Order Are Construction Works On The Investment Project Titled: Construction Of A Sanitary Sewage System In The Town Of Wólka Zabłocka. The Scope Of Construction Works Includes In Particular: 1. Gravity And Pressure Sanitary Sewage Network From The Sewage Pumping Station: Excavations In The Ground Of Category Iii-Iv For Disposal - 2,546 M3, Excavations In The Ground Of Category Iii-Iv With Removal And Disposal (Replacement To The Ground) - 2,546 M3, Strengthening Of The Walls Of Excavations - 12,072 M2, Making Of Sand Substrates Thick. 15 Cm – 49.1 M3, Substrate Made Of Thick Sand. 20 Cm (Wells) – 146 M3, Substrates Made Of B10 Concrete, Thick. 10 Cm (Pump Stations) – 2.7 M3, Drilling With Steel Pipes – 368 M, Gravity Network Made Of Pvc Sdr34 Pipes – In Open Trenches 230.4 M, Through Drilling 2666.35 M, Connections Made Of Pvc Sdr34 Pipes – In Open Trenches 210.4 M, Through Drilling 1380.38 M, Network Discharge Made With A Controlled Drilling - 2965.2 M, Sewage Wells. Plastic - 215 Pcs., Reinforced Concrete Well - 5 Sets, Pp6-Pp7 Sewage Pumping Stations - 3 Sets, B15 Concrete Retaining Blocks - 14.0 M3, Covering The Pipelines With Thick Sand. 30 Cm – 190.8 M3, Backfilling Of Excavations – 4,301.6, Soil Removal And Disposal – 346 M3; 2. Electrical Power Supply For The Pumping Station: Installation Of The Tr Switchgear - 3 Sets, Laying Cables In A Ditch - 12.0 M 3. Development Of The Sewage Pumping Station Area: Construction Of A Trough Under The Hardening Of The Area, With Removal And Disposal Of Soil - 51.7 M2, Laying Of Separation Geotextile - 51.7 M2, Substructure Made Of Crushed Stone - 51.7 M2, Cobblestone Surface Concrete - 44.5 M2, Laying Cut Concrete Curbs - 39 M, Laying Inrun Concrete Curbs - 9.0 M, Installing A Panel System Fence - 36 M, Installing A 2-Leaf Gate - 3 Sets. 4. Road Surfaces - Repair After Construction Of The Sewage System: Milling Of Bituminous Surface - 1260 M2, Lower Base Made Of Crushed Aggregate - 468.8 M2, Upper Base Made Of Crushed Aggregate - 468.8 M2, Surface Made Of Asphalt Binding Layer - 1200 M2, Anti-Cracking Layer - Geogrid - 1260 M2, Surface Made Of Wearing Course - 1260 M2, Surface Made Of Crushed Stone - 108 M2. Note: The Design Documentation Attached To The Swz Covers A Much Wider Scope (It Was Completed In Previous Years) - The Scope Of Works Included In The Attached Bill Of Quantities Should Be Taken Into Account For The Valuation. A Detailed Description Of The Subject Of The Order Can Be Found In Annex No. 1 To The Swz. It Consists Of The Following Documents: A) Design Documentation, Including: - Construction Design, Taking Into Account Explanations Provided During The Public Procurement Procedure, B) Technical Specification For The Execution And Acceptance Of Construction Works (Stwiorb), With The Proviso That In A Situation Where The Provisions Of The Contract Specify The Method Of Carrying Out The Works Or Acceptance Or Settlement Of Works In A Manner Different From The Stwiorb, Th
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