Tenders Are Invited For Renovation Of The Dp District Road No. 1059 S Rudniki Ul. Stalowa, Length 560M, Rędziny Commune.

Renovation Of The Dp District Road No. 1059 S Rudniki Ul. Stalowa, Length 560 M, Rędziny Commune. Dp1059s Road Width: 6.00 M (2 X 3.00 M): Scope Of Work To Be Performed: Dismantling Of The Bituminous Surface With A Milling Machine - Average Thickness 12 Cm With Crushing (640 T). Transport To The Storage Yard Along With Piling Up To A Distance Of 2 Km - 220 T Of Reclaimed Material For Hardening The Roadsides. Transport To The Odm Storage Yard - Rudniki, Up To 4 Km Away - 420 T - 3600.00 M2; Liquidation Of Breakthroughs In Technology: Construction Of A Trough For Construction Layers 30 Cm Thick, Base Made Of Crushed Aggregate 31.5/63 Gr 25 Cm After Compaction, Bituminous Base Ac 22P 35/50 Gr 8 Cm After Compaction - 100.00 M2; Mechanical Cutting Of The 10 Cm Thick Roadside With Removal Of The Curb Up To 2 Km - 560.00 M2; Mechanical Cleaning Of Improved Road Surface - 7310.00 M2; Sprinkling The Road Surface Improved With Asphalt Emulsion - 7310.00 M2; Dismantling And Re-Laying The Street Stream With Two Rows Of 8 Cm Concrete Paving Stones On A Concrete Bench (25% New Paving Stones) – 300.00 M; Vertical Adjustment Of Street Inlets – 5.00 Pcs.; Surface Made Of Mineral-Bituminous Grit Mixtures /Binding Layer/ Ac 16 W Kr 3-4; Thickness After Compaction 8Cm – 3660.00M2; Surface Made Of Mineral-Bituminous Grit Mixtures /Wearing Layer/ Ac 11 S Kr 3-4; Thickness After Compaction 4 Cm. Technological Connections Of The Bituminous Surface Using Self-Adhesive Asphalt Tape - 3650.00 M2; Road Works: Dismantling And Re-Laying The Sidewalk With Concrete Paving Stones. 8 Cm With Supplementation Of The Substructure - 10% New Cubes - 50.00 M2; Dismantling And Re-Laying Concrete Curbs With Dimensions Of 100 X 30 X 15 On A Concrete Footing - 10% New Curb - 40.00 M; Reconstruction Of Road Markings Using Thick-Layer Technology – 1.00 Sets; Hardening Of The Roadsides With Reclaimed Asphalt, Bottom Layer, Thickness After Compaction: 6 Cm – 560.00 M2; Hardening Of Roadsides And Exits With Reclaimed Asphalt, Top Layer, Thickness After Compaction: 4 Cm - 560.00 M2; Road Side Works: Mechanical Construction Of A Trough For Structural Layers To A Depth Of 30 Cm With Excavation Transport Up To 5 Km With Disposal - 260.00 M2; Mechanical Dismantling Of Bitumen Surface – 10.00 M2; Saw Cutting Of Bituminous Surfaces – 150.00 M; Concrete Curbs With Dimensions Of 100 X 20 X 30 On A Concrete Footing With Resistance - 150.00 M; Substructure Made Of Crushed Aggregate 0/31.5, Top Layer Thick. After Compaction 15 Cm – 240.00 M2; Sidewalk Surface Made Of Concrete Paving Stones 8 Cm Thick (Color) On Cement And Sand Ballast - 240.00 M2; Strengthening The Embankment Slope With Openwork Slabs 60 X40 X10 – 150.00 M2; Installation Of The Sidewalk Barrier U 12 A – 25.00 M; Surface Made Of Mineral-Bituminous Mixtures - Chippings Wearing Course Ac 11 S Kr 50/70 Kr 3/4 Thickness After Compaction 5 Cm - Road + Reconstruction Of The Surface Near The Sewage Grates - 25.00 M2; - Mechanical Cleaning And Spra