Investment Task Consisting In The Construction Of: De125 Pehd Water Supply Network With De32 Pehd Connection For The Care Center In Stary Zamek, Commune. Sobótka Scope Of Implementation Of The Investment Task: As Part Of This Investment Task, The Contractor Will Be Obliged To Construct A Section Of The Water Supply Network With A Connection To A Water Meter Well In Order To Supply Water To The Newly Built Village Community Center In Stary Zamek. Estimated Amounts Of Works In This Stage:• Pehd Ø125 Water Supply Network With An Estimated Length Of Approx. 308.5 M;• Pehd Ø32 Water Supply Network With An Estimated Length Of Approx. 7.7 M;The Water Supply Network Is Located In Municipal Road Plots (Plot No. 226, 223, 235, 237 Ul. Okrężna, Ul. Niedźwiedzia) And On The Way Owned By The Starosta Of Wrocław County (Plot No. 217/2 Ul. Centralna), Stary Zamek District. The Basis For Submitting The Final Invoice Will Be The Connection To The Building Of The Village Community Center In Stary Zamek, I.E. Connecting The Internal Installation (Moving The Main Water Meter To The Community Center Building). All Waste Generated As A Result Of The Execution Of The Subject Of The Order Should Be Managed By The Contractor In Accordance With The Applicable Waste Act. Performance Of Road Works In The Field Of Municipal Roads In Accordance With Decision 15/2025, Ref. No. Sig. Sp-Dr.673.260.2025.Jz Of June 24, 2025. The Valuation Should Include The Costs Of Making The Surface In Accordance With The Submitted Decision: 1) In The Scope Of Municipal Asphalt Roadsa) Subbase Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm, 30 Cm Thick, Increased On Both Sides By The Range Of The Fragment Wedge B) Construction Of The Surface Asphalt Road On The Entire Width Of The Road, Including Min. Parameters Of The Bituminous Layer, I.E.: 4 Cm Of The Wearing Course Of The Mineral And Asphalt Mixture And 5 Cm Of The Binding Layer Of Asphalt Concrete. C) Reconstruction Consisting In Replacing Sidewalks Along With Curbs And Edges Along The Entire Length Of The Road (Where They Exist). D) The Existing Transverse And Longitudinal Slopes In The Road And Sidewalks Should Be Maintained, Adapting To The Existing Grade And Taking Into Account Existing Ramps. E) Vertical And Horizontal Adjustment Of Existing Storm Drains And Existing Infrastructure.2) In Scope Municipal Roads Made Of Gravel A) Constructing A Roadbed Along The Entire Width To A Depth Of 0.4 M B) Substructure Along The Entire Width Of The Road Made Of Granite Aggregate, Mechanically Stabilized According To The Structure: - Mixture 0/63 Mm - Layer Thickness After Compaction 30 Cm; - Mixture 0/31.5 Mm - Layer Thickness After Compaction 10 Cm; C) Roll The Top Layer With A Vibratory Roller D) Existing Transverse And Longitudinal Slopes Must Be Maintained E) The Infrastructure Should Be Adapted To The Existing Road Grade. Obligations Of The Contractor: - Perform Construction Works On The Basis Of The Prepared And Agreed Design Do
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