In The Scope Of The Project Entitled: Renovation Of The Nockowa Municipal Road For Firefighter No. 107354R At Km 0+000 - 0+284 In The Town Of Nockowa, The Following Works Are Assumed: - Designation Of Road Elements, - Removal Of The Topsoil Layer, Layer Thickness Up To 15 Cm On The Area. 1988 M2, - Demolition Of The Substructure Made Of Crushed Or Natural Aggregate (Road Surface And Exits) To A Depth Of Approx. 25 Cm With An Area 1,396 M2, - Demolition Of Surfaces Made Of Mineral-Bituminous Mixtures, Diameter Gr. 10 Cm With An Area 73 M2, - Demolition Of Fortifications And Other Concrete Elements, Culverts Made Of Concrete Pipes, Under Exits And Intersections, - Clearing Bushes In Ditches By The Road, - Excavation As Part Of The Road Structure, In The Amount Of 937 M3, - Earthworks In Forming The Road Embankment, In The Amount Of 199 M3, - Construction Of Culverts From Polypropylene Or Hdpe Pipes With A Diameter Of 600 And 400 Along The Road And At Exits, 9.0 M And 134 M Long, Respectively, With End Walls, - Construction Of Two Concrete Wells With A Diameter Of 120 Cm With A Cover And A Cast-Iron Manhole, A Through One With A Sedimentation Tank, Along With Connecting Pipes To The Well, - Mechanically Constructed Bed Along With Profiling And Compacting The Subsoil For The Foundation Of The Road And Exits With An Area Of 1562 M2, - Milling Of The Existing Surface With An Area Of 901 M2, - Construction Of A Foundation Made Of Cement-Stabilized Soil, Strength Rm-2.5Mpa, Layer Thickness 25 Cm, Area 1215 M2 (Under The Road) And A Layer Thickness Of 12 Cm, With An Area Of 143 M2 (Under The Exits) - Construction Of The Substructure For The Road, Shoulders And Exits From Crushed Aggregate 0/31.5, Thickness. After Compaction 20 Cm, Area 1,483 M2 And Some Of The Slopes In The Area. After Compaction 15 Cm, Area 134 M2 - Cleaning And Sprinkling Of Construction Layers, Area: 2243 M2, - Execution Of A Binding Layer Of A Mineral-Asphalt Mixture, Thickness Layers After Compaction 5 Cm, On The Area 1056 M2, - Execution Of A Wearing Course Made Of A Mineral-Asphalt Mixture, Thickness Layers After Compaction 4 Cm Per Area 989 M2, - Planting Slopes And Other Terrain Elements, Area: 1,883 M2, - Strengthening The Road And Drainage Elements With Concrete Sewage And Slabs And Reconstructing Access Roads. As Part Of The Task, The Contractor Will Develop And Present A Temporary Traffic Organization Design For The Duration Of The Works, Approved By The Traffic Management Authority.
