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1. The Subject Of The Order Is The Expansion Of Ul. Żołędziowa In Głowno On The Section From Ul. Dębowa To Ul. Bukowa, Including: - Length Of The Section - 180.0 M, - Dismantling Of The Crushed Stone Surface - 760 M2, - Dismantling Of Fences, Gates And Wickets With Foundations Along With Disposal - 134 M, - Removal Of A Tree With A Diameter Of Up To 75 Cm - 1 Pc, - Clearing Of Trees And Removal Of The Remains - 0.014 Ha - Regulation Of Wells, Hydrants, Water Supply Valves And Telecommunications Wells, - Construction Of The Roadbed Mechanically With Profiling And Compaction Of The Subsoil Mechanically For Construction Layers In Soils Of Categories I-Vi, Average Depth Of The Riverbed 21Cm (Construction Of The Road Surface, Roadway Made Of Eko Concrete Cubes, Exit, Taking Into Account Demolition Works And Topsoil Removal) - 942.00 M2, - Construction Of The Roadbed Mechanically, Together With Profiling And Compaction Of The Subsoil, Mechanically For Construction Layers In Soils Of Categories I-Vi, Average Bed Depth Of 17 Cm (Construction Of The Sidewalk Surface, Including Demolition Works And Removal Of Topsoil) - 563.00 M2. Infiltration Pavement, Including Demolition Works And Topsoil Removal) -113.00 M2,- Execution Of The Basic Sub-Base Made Of Uncrushed Natural Aggregate 16/31.5 Mm, Mechanically Stabilized, Layer Thickness After Compaction 70 Cm (Construction Of The Infiltration Pavement) - 113.00 M2,- Execution Of The Basic Sub-Base - A Mixture Not Made Of C90/3 Aggregate With Grain Size 0/31.5 Mm - With Filtration Coefficient K10≥8 M/Day, Layer Thickness After Compaction 20 Cm (Road Construction, Roadway Made Of Eko Concrete Cubes, Exit) - 942.00 M2, - Execution Of The Basic Base - Unbound Mixture Of C90/3 Aggregate With Grain Size 0/31.5 Mm - With Filtration Coefficient K10≥8 M/Day, Layer Thickness After Compaction 15 Cm (Sidewalk Structure) - 563.00 M2, - Construction Of A Surface Made Of 8/16 Natural Unbroken Aggregate, Mechanically Stabilized, Layer Thickness After Compaction 15 Cm (Infiltration Surface Structure) - 113 M2, - Laying A Layer Of Filter Geotextile With A Weight Of 200G/M2 With 10Cm Overlaps (Needle-Punched, Non-Woven) - 440.00 M2, - Surface Made Of Concrete Paving Stones, Thickness. 8 Cm On A Sand Ballast, Joints Filled With Sand (Road Construction, Exit) - 845.00 M2, - Construction Of A Surface Made Of Eko Concrete Cubes With Spacer Inserts, Filling The Gaps With 2/8 Mm Granite Aggregate On A 8/16 Mm Gravel Ballast (Road Construction Made Of Eko Concrete Cubes) - 86 M2, - Horizontal Road Marking With Materials Thick Layers (Chemically Hardened Masses) - Smooth Markings, Made Mechanically - 22 M2, - Vertical Markings, - Placing Concrete Curbs With Dimensions Of 15X30 Cm On A Concrete Footing With C12/15 Concrete Support, Along With Mechanical Troughing, Profiling, Soil Compaction And Removal And Disposal Of Excavated Material - 375 M - Setting Concrete Curbs With Dimensions 12X25 Cm On A Concrete Footing With C12/15 Concrete Su
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