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 Each Next 10 M Of Soil Transportation (Additional 20M), Bulldozer Power: 96 (130) Kw (A.G.), 4Th Group Soil (Pumping 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 With A Bucket Capacity Of 0.65 (0.5-1) M3, Soil Group: 4 (Excavation Of A Trench For Pouring A Stone-Concrete Dam), Manual Digging Of Soil In Sloped Trenches Up To 2 M Deep Without Fasteners, Soil Group: 4 (Manual Digging After Excavator), Soil Group: 4 (Digging A Channel That Diverts Seepage Water), 4Th Group Of Soil (Removal Of Excavated Soil), Add To Norm 01-01-031-04 During Each Next 10 M Of Soil Transportation, Filling Pits And Trenches By Moving The Soil Up To 5 M, Power Of Bulldozers: 96 (130) Kw (A.G.), 3Rd Group Soil (Reverse Casting, Quality Casting, Casting), Add To Norm 01-01-034-03 During Each Subsequent 5 M Of Soil Displacement (An Additional 15 M), Filling Pits And Trenches By Moving Soil Up To 5 M, 3Rd Group Soil (Missing Soil), To Add To Norm 01-01-034-03 During Each Subsequent 5 M Displacement Of Soil (An Additional 55 M), 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 With Tractor Stump Removers-Collectors, Power: 117 (108) Kw (A.G.) (River Stone Not Larger Than 25 Cm D)
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