Construction Of Canals And Embankments With Single-Bucket Excavators With A Bucket Capacity Of 1 (1-1.75) M3, Soil Group: 2 (Desilting (In 10% Of The Total Cross-Section)), Excavation By Transporting The Soil To A Distance Of Up To 10 M, Power Of The Bulldozer: 96 (130) Kw (A.G.), 2Nd Group Of Soil, Dismantling Of Monolithic Partitions: Concrete (Demolition Of Unusable Concrete Lining (40% Of The Total Existing Concrete Lining, Thickness 0.05M)), Softening Of Rocky Soils With A Hydraulic Jack At The Excavator Base, Soil Group 6 (Removal Of Unusable Concrete Lining (40% Of The Total Existing Concrete Lining, Excavator-Loaded Construction Waste With A Bucket Capacity Of Up To 0.5 M3: Loading (20% Of The Total Volume Of Concrete Scrap 57.2 M3), Dump Truck, 20 T Transport Distance - 1 Km. 1St Class Cargo, Excavation By Moving The Soil To A Distance Of Up To 10 M, 4Th Group Of Soil (80% Of The Total Volume Of Concrete Scraps 228.8 M3 For The Channels Service Road), Construction Of Foundations Under The Foundation: Gravel (10 Cm Thick On The Bottom And Slopes Of The Channel), Reinforcement Of The Bottom And Slopes With Monolithic Concrete With 16 T Crawler Cranes, Reinforcement Thickness: Up To 0.2 M (B15, W4, F50, Weathered Concrete Lining), Sealing Of Seams When Fixing The Slopes Of Channels With Precast Concrete Pans: With Hot Bitumen-Polymer Mastic, Dismantling Of Monolithic Partitions: Concrete (Removal Of Unusable Concrete Lining (35% Of The Total Existing Concrete Lining, Soil Group 6 (Removal Of Unusable Concrete Lining (35% Of The Total Existing Concrete Lining, Excavator-Loaded Construction Waste With A Bucket Capacity Of Up To 0.5 M3: Loading (30% Of The Total Volume Of Concrete Scrap 203.7 M3)
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