Excavation By Moving The Soil To A Distance Of Up To 10 M, Power Of The Bulldozer: 96 (130) Kw (A.G.), 4Th Group Of Soil (Cleaning Of The Construction Site), To Add To Norm 01-01-031-04 During Every Next 10 M Of Soil Transportation (Additional 20M), Group 4 Soil (Pumping Of The Shaft For Flood Protection), Add To Norm 01-01-031-04 During Each Next 10 M Of Soil Transportation (An Additional 50 M), Excavation Of The Soil By Throwing It Aside With Excavators Of The Reverse Bucket Or Dragline Type With A Bucket Capacity Of 0.65 (0.5-1) M3, Soil Group: 4 (Digging The Trench For Pouring The Stone-Concrete Dam), Excavation Of The Soil By Throwing It Aside With Excavators Of The Reverse Hopper Or Dragline Type With A Hopper Capacity Of 0.65 (0.5-1) M3, Soil Group: 4 (Excavation Of A Channel That Diverts Seepage Water), Manual Digging Of Soil In Sloped Trenches Up To 2 M Deep Without Fasteners, Soil Group: 4 (Manual Digging After Excavator), Filling Pits And Trenches By Shifting Soil Up To 5 M, Power Of Bulldozers: 96 (130) Kw (A.G.), 3Rd Group Soil (Reverse Casting), To Add To Norm 01-01-034-03 During Each Subsequent 5 M Displacement Of Soil (An Additional 55 M), Filling Pits And Trenches By Moving Soil Up To 5 M, 3Rd Group Soil (For Pouring Behind The Dam), The Volume Of Void Filling With Soil Up To 10000 M3: Unconnected (Quality Compaction Of The Soil Poured Behind The Dam), Removal And Collection Of Stones Up To 100 M Distance With Tractor Stump Removers-Collectors, Power: 117 (108) Kw (A.G.), During Each Next 50 M Of Stone Transportation, Add To Norm 01-02-124-01 (Additional 150 M), Excavation Of Soil With Excavators With A Capacity Of 0.4(0.35-0.45) M3 Of Chalovu By Loading It Onto Dump Trucks, Soil Group: 3 (Loading River Stone With An Excavator)
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