Tenders Are Invited For Partial Renovations Of District Roads

The Subject Of The Order Includes The Execution Of The Task Entitled: Partial Renovations Of District Roadsthe Scope Of Works Will Include: 1) Partial Renovation With Mineral-Asphalt Mass: W Cold Milling Of Asphalt Surfaces, Average Layer Thickness Of 5 Cm From Removal Of Excavated Material. F = 590.00 M2 Mechanical Sprinkling Of Structural Layers Improved With Asphalt Emulsion. F = 590.00 M2 Execution Ac 11S Asphalt Concrete Surface, Wearing Course, Layer Thickness 5 Cm After Compaction. F = 590.00 M22) Renovation Of Sewage Wells - Purchase And Replacement Of Manholes D 400 Inspection Wells Of Sanitary And Storm Sewage Systems, Superstructure Made Of Concrete. Reconstruction Of Structural Layers.N = 5.0 Pcs. Construction Of The Surface From Ac 11S Asphalt Concrete, Wearing Course, Layer Thickness 5 Cm After Compaction After Previously Sprinkling The Base With Asphalt Emulsion.F = 15.00 M23) Renovation Of Sewage Wells Purchase And Replacement Of D 400 Street Gullies On Stormwater Sewerage Sewage Wells. Marked With Numbers 2,3.5, Superstructure Made Of Concrete. Reconstruction Of Structural Layers. N = 3.0 Pcs. Surface Construction Made Of Ac 11S Asphalt Concrete, Wearing Course, Layer Thickness 5 Cm After Compaction After Previously Sprinkling The Base With Asphalt Emulsion. 4) Renovation Of District Road Surfaces Leveling The Base With Ac 16P Mineral-Bituminous Mixtures In The Amount Of 100 Kg/M2.1000.00 M2 X 100 Kg/M2 = 100.00 Tons Execution Of Asphalt Concrete Surface, Ac 11S Wearing Course, Layer Thickness 3 Cm After Compaction. F = 1000.00 M2 Cold Milling Of Asphalt Surfaces, Average Layer Thickness 4 Cm. F = 20.00 M2 Mechanical Sprinkling Of Structural Layers With Asphalt Emulsion Mechanically. F = 2000.00 M2 Construction Of A Roadside Made Of Crushed Aggregate, Roadside Width 1.0 M, Layer Thickness 10 Cm After Compaction. F = 360.00 M25) Elimination Of Breakthroughs On County Roads Dismantling Of The Concrete Surface Asphalt, Nave Thickness 5 Cm.F = 90.00 M2 Mechanical Construction Of The Trough Along With Profiling And Compaction Of The Subsoil In Category I-Iv Soil, Depth. Trough 43 Cm.F = 90.00 M2 Construction Of The Foundation From Soil Stabilized With Cement From The Factory, Layer Thickness 20 Cm With Strength Rm 2.5 Mpa.F = 90.00 M2 Sprinkling Of Construction Layers With Asphalt Emulsion: Manual Non-Bituminous Layers.F = 90.00 M2 Sprinkling Of Construction Layers With Emulsion Asphalt: Manual Bituminous Layers F = 90.00 M2 Construction Of A Base Made Of Mechanically Stabilized Crushed Aggregate With A Thickness Of 15 Cm After Compaction. F =90.00 M2 Construction Of The Surface Of Asphalt Concrete, Binding And Reinforcing Layer Of Ac 16W, Layer Thickness Of 4 Cm After Compaction. F = 90.00 M2 Construction Of The Surface Of Asphalt Concrete, Wearing Course Of Ac 11S, Layer Thickness Of 4 Cm After Compaction. F = 90.00 M2