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Construction Of Canals And Embankments With Excavators With A Bucket Capacity Of 0.65 (0.5-0.8) M3, Soil Group: 3 (Cleaning The Existing Channel From Silt And Slag), Car From Dump Truck, Transportation Distance - 5 Km., Execution Of Works At The Site Of Soil Spillage, Soil Group: 2-3, Excavation Of Soil With Excavators With A Capacity Of 1(1-1.2) M3 Of Chalovun By Loading It Into Dump Trucks, Soil Group: 3 (Quality Casting, Soil For Filling The Cleaned Channel With Soil), Dump Truck, 20 T Transport Distance - 5 Km., Construction Of The Lower Parts Of Dams, Embankments, Spillways, Screens And Dry Cores From Cohesive Soils With A Mass Of Up To 16 T (Quality Compaction), Construction Of Canals And Dams With A Single Bucket Excavator With A Bucket Capacity Of 1 (1-1.75) M3, Soil Group: 3 (Excavation Of The Cross Section Of The Canal), Planning Pits And Slopes Of Poured Soil With Excavators, Soil Group: 3-4, Reinforcement Of The Bottom And Slopes With Monolithic Reinforced Concrete With 16 T Crawler Cranes, Reinforcement Thickness: Up To 0.2 M (B15, W4, F50), Hot-Rolled, Smooth, Steel Reinforcement Of Class A-1, 8 Mm In Diameter, Sealing Of Seams When Fixing The Slopes Of Channels With Precast Reinforced Concrete Pans: With Hot Bitumen-Polymer Mastic, Cement Mortar, Brand 75, Construction Of Screen From Anti-Filter Polyethylene Film (Geomembrane), Excavation By Moving The Soil To A Distance Of Up To 10 M, Power Of The Bulldozer: 96 (130) Kw (A.G.), 2Nd Group Of Soil (Excavation Of A Boat), Add During Each Next 10 M Of Soil Transportation: To Norm 01-01-031-2
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