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In The Scope Of The Project Entitled: Reconstruction Of The Municipal Road No. 107437R Nockowa - Zagrody In The Town Of Nockowa (Km 0+000 - 1+325), The Following Works Are Assumed: - Designation Of Road Elements And Preparation Of An As-Built Inventory, - Removal Of The Topsoil Layer, Layer Thickness Up To 15 Cm On The Area. 10,899.60 M2, - Demolition Of The Foundation Made Of Crushed Or Natural Aggregate (Road Surface And Exits) To A Depth Of Approx. 20 Cm With An Area 8,662.70 M2, - Demolition Of Surfaces Made Of Mineral-Bituminous Mixtures, Diameter Gr. 10 Cm With An Area 146 M2, - Demolition Of The Paving Stone Surface, Concrete Surface With Ballast Of The Area. 513 M2, - Demolition Of Passage Parts Of Culverts Made Of Concrete Pipes Ø30-80Cm - 474 M, - Demolition Of Reinforcements And Other Concrete Elements Within The Road Crown, - Cutting Down Trees - 9 Pieces, - Excavation As Part Of The Road Structure, In The Amount Of 5,991.80 M3, - Earthworks In Forming The Road Embankment, In The Amount Of 770.10 M3, - Construction Of Culverts Made Of Polypropylene Or Hdpe Pipes With A Diameter Of 500, 600 And 800 Along The Road And At Exits With A Diameter Of 400 With End Walls, - A Mechanically Made Bed Along With Profiling And Compacting The Subsoil For The Foundation Of The Road And Exits With An Area Of 9,429.30 M2, - Milling Of The Existing Surface With An Area Of 5,515.00 M2, Using The Material Obtained As A Result Of Milling As Granulation Of The Road Foundation Layer Made Of Cement-Stabilized Soil., - Construction Of The Foundation Layer Of Cement-Stabilized Soil, Strength Rm-2.5Mpa, Layer Thickness 30 Cm, Area. 7,451.00 M2 (Under The Road) And A Layer Thickness Of 12 Cm, With An Area Of 2,029.30 M2 (Under The Exits), - Construction Of The Foundation For The Road, Shoulders And Exits From Crushed Aggregate 0/31.5, Thickness. After Compaction 20 Cm, Area 9,091.60 M2 And Under The Surface Of The Slopes, Thickness. After Compaction 10 Cm, Area 980.00 M2 - Cleaning Of The Area 6,820.20 M2 And Watering The Area. 14,221.50 M2 Of Construction Layers, - Execution Of A Binding Layer Of Mineral-Asphalt Mixture For Kr3-4, Thickness Layers After Compaction 5 Cm, On The Area 6,820.20 M2, - Execution Of A Wearing Course From A Mineral-Asphalt Mixture For Kr3-4, Thickness. Layers After Compaction 4 Cm Per Area 6,532.00 M2, - Planting Of Slopes And Other Terrain Elements, In The Area Of 9,730.20 M2, - Strengthening The Inlet And Outlet Of The Culvert With Stone Paving, On The Area 90.00 M2, - Construction Of Vertical And Horizontal Marking Elements And Protective Barriers, - Construction Of A Pedestrian Crossing With A Higher Safety Standard And Related Power Supply And Safety Elements, - Strengthening Of Road And Drainage Elements With Concrete Sewage, Mesh And Stone Baskets And Slabs, And Reconstruction Of Walkways And Access Roads, - Protection Of Underground Infrastructure; Gas, Electricity And Telecommunications, Together With Industry Supervision And A
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