Tenders Are Invited For Renovation Of Mostowa Street In Paczków - Stage I

The Scope Of Work Concerns The Renovation Of Ul. Mostowa Covering Stage I Of The Investment (According To The Bill Of Quantities, The Qualified Part) Preparatory And Demolition Works Measurement Works In Earthworks - Road Route In Plain Terrain - 0.167 Km Implementation Of Temporary Traffic Organization For The Duration Of Construction Demolition Of Curbs With Footings - 107 M Demolition Of Edges On Sand Ballast - 40 M Demolition Of Sidewalks Made Of Concrete Slabs With Dimensions 20X20x5cm, 50X50x8cm And Concrete Cubes On Sand Ballast - 210M2mechanical Demolition Of Surfaces Made Of Hexagonal Or Square Concrete Road Slabs. 12 And 15 Cm Regardless Of The Type Of Grouting And Ballast With Removal - 20 M2 Renovation Works - Milling Bituminous Surface Thickness. 7 Cm With Removal Of Demolition Material - 60 M2 Removal Of Piled Rubble - 35,700 M3 Disposal Of Rubble - 78,540 Tearthworksearthworks Performed In Category Iii - Iv Soil With Transport Of Excavated Material - 24.2 M3soil Disposal - 45,980 Tmechanical Profiling And Compaction Of The Subsoil From Category I Soil - Iv - Sidewalks, Exits - 121 M2 Foundations Natural Aggregate Foundation - Lower Layer, Thickness After Compaction 20 Cm - 29 M2 Crushed Aggregate Foundation - Bottom Layer, Thickness After Compaction 15 Cm - 92 M2 Surface Works Concrete Paving Stone Surface, Layer Thickness. 8 Cm Mechanically Laid On A Cement And Sand Ballast - 121 M2 Sprinkling The Road Surface With Asphalt - 150 M2 Making A Surface From Mineral-Bituminous Grit Mixtures - Asphalt Binding Layer - Thickness After Compaction 4 Cm - 150 M2 Sprinkling The Road Surface With Asphalt - 672 M2 Making A Surface From Mineral-Bituminous Mixtures Grit Stones - Asphalt Binding Layer - Thickness After Compaction 4 Cm - 672 M2 Street Elements Protruding Concrete Curbs With Dimensions Of 15X30 And 15X22 Cm On A Cement-Sand Ballast (Light 12 Cm, 6 Cm And 2 Cm) - 107 Mconcrete Edgings With Dimensions Of 30X8 Cm On A Cement-Sand Ballast, Joints Filled Cement Mortar - 84 M Concrete Curb Bench With Support - Curbs, Edges - 10,850 M3 Adjustment Of External Devices Vertical Adjustment Of Manholes For Sewer Manholes - 3 Pcs Vertical Adjustment Of Manholes For Water And Gas Valves - 5 Pcs Replacement Of Existing Storm Drains With New Ones Made Of Concrete Elements Together With A New Cast Iron Grate (Disassembly) Old Gully, Purchase And Installation Of New Elements, Backfilling And Supplementing The Substructure At The Gully Along With Replacing The Sewer) – 2 Sets.