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Mechanized Field Planning, Soil Group: 3, Excavation Of 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 (Ditch Digging), Excavation Of The Soil By Transporting It To A Distance Of 10 M, The Power Of The Bulldozer: 96 (130) Kw (A.G.), 4Th Group Of Soil (Removal Of A Part Of The Excavated Soil, Will Be Used For High-Quality Reverse Casting), Excavation Of The Soil By Transporting It To A Distance Of Up To 10 M, Power Of The Bulldozer: 96 (130) Kw (A.G.), 4Th Group Of Soil (Construction Of A Temporary Dam To Change The Direction Of The River In 4 Places During The Construction Period: L=1.0Km, Htik=3.0 M, B=3.0 M, M=1.5), Add To Norm 01-01-031-04 During Each Next 10 M Of Soil Transportation (An Additional 30 M), Laying Of Pipelines From Polyethylene Pipes, Diameter: 215 Mm (Dismantling The Existing Unusable D=225X13.4 Mm Polyethylene Pipe), Manual Planning Of The Bottom And Slopes Of The Excavated Areas Of The Channels, Soil Group: 4, Making The Foundation Under Pipelines: From Sand, Laying Pipelines From Polyethylene Pipes, Diameter: 215 Mm (D=225X13.4 Mm), Manual Filling Of Trenches, Pits And Pits, Soil Group: 1 (Pipe Compacted Poured Sand), Porous Sand, Filling Pits And Ditches By Moving The Soil Up To 5 M, Power Of Bulldozers: 96 (130) Kw (A.G.), 3Rd Group Soil (For High-Quality Backfilling), To Add To Norm 01-01-034-03 During Each Subsequent 5 M Displacement Of The Soil, Soil Compaction With Pneumatic Rammers, 4, Filling Pits And Trenches By Moving The Soil Up To 5 M, 3Rd Group Soil (Pouring, From A Temporarily Dismantled Dam)
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