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The Task Titled: Construction Of A Sidewalk On Lipowa Street In Otyń Will Include The Reconstruction Of District Road No. 1028F, Ul. Lipowa In Otyń - Construction Of A Sidewalk Approximately 500 M2 Long.The Scope Of The Investment Includes: Road Works - Measurement Works On Linear Earthworks - Road Route In Flat Terrain: All Measurement Works Necessary To Complete The Subject Of The Order Should Be Taken Into Account, In Particular: Sidewalk, Earthworks; - Dismantling Of Stone Curbs On A Cement-Sand Ballast Along With Loading Onto Means Of Transport And Transport To The Ordering Partys Warehouse. The Costs Of Loading And Transport Are Borne By The Contractor; - Dismantling Of The Existing Pavement Surface Made Of Concrete Cubes, Loading Onto Means Of Transport And Transporting To The Storage Site. The Place Of Storage And The Costs Of Transport And Disposal Are Borne By The Contractor; - Mechanical Dismantling Of Bituminous Surfaces Up To 10 Cm Thick, Including Removal - Transport And Disposal Costs Are Borne By The Contractor; - Mechanical Dismantling Of Concrete Surfaces Up To 12 Cm Thick, Including Removal (Transport And Disposal Costs Are Borne By The Contractor); - Clearing Bushes And Undergrowth, Together With Removal And Disposal; - Relocation Of The Road Surface To The Property From Stone Cubes On Ballast. Cement And Sand; - Vertical Adjustment Of Gas Valve Boxes For Water Supply In The Sidewalk; - Mechanical Cutting Of Bituminous/Concrete Surface With An Average Thickness Of 10 Cm; - Removing The Topsoil Layer, Making A Trough Over The Entire Width Of The Slopes In The Soil Of Categories Iii-Iv, With An Average Depth Of 30 Cm, Under The Construction Layers, With Transporting The Loaded Excavated Material To The Landfill (Transportation And Disposal Costs Are Borne By The Contractor [13 Exits];- Removal Of The Topsoil Layer, Making A Trough Over The Entire Width Of The Sidewalks In The Soil Of Categories Iii-Iv, With An Average Depth Of 20 Cm, Under The Construction Layers, With The Transport Of The Loaded Excavated Material To The Landfill (Transport And Disposal Costs Are Borne By The Contractor);- Mechanical Profiling And Smothering Of The Subsoil For The Structural Layers Of The Surface, Exits And Sidewalks In Categories I-Iv;- Construction Of A Base Made Of Crushed Aggregate Mechanically Stabilized Aggregate With A Grain Size Of 0/31.5 Mm - A Layer 10 Cm Thick After Compaction Under The Pavement; - Construction Of A Base Made Of Mechanically Stabilized Crushed Aggregate With A Grain Size Of 0/31.5 Mm - A Layer With A Thickness Of 20 Cm After Compaction On The Slopes; Cement-Sand, 3 Cm Thick, With Joints Filled With Sand, Red Color, Bevelled Edges, Class 50, Grade 1, Vibro-Pressed; - Laying The Pavement And Platform Surfaces With 8 Cm Thick Concrete Cubes, Holand Type, On Cement-Sand Ballast, 3 Cm Thick, With Joints Filled With Sand, Red Color, Beveled Edges, Grade 50, Grade 1, Vibro-Pressed;- Topsoil Planting, 10 Cm Thick, With Grass
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