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 (Cutting The Vegetation Layer), Construction Of Profiled Temporary Dirt Roads When Works Are Performed At Ground Level, Width Of Soil Cover 7.5 M, For Rock Categories: 1 (4.5 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: 3, Manual Digging Of Soil In Sloped Trenches Up To 2 M Deep Without Fasteners, 3Rd Group Of Soil (Cleaning Of The Construction Site), Manual Planning Of The Bottom And Slopes Of Excavated Areas Of Channels, Soil Group: 3 (Trench Bottom), Making The Foundation Under The Pipelines: From Sand, Manual Filling Of Ditches, Hollows And Pits, Filling Pits And Trenches By Moving Soil Up To 5 M, Power Of Bulldozers: 96 (130) Kw (A.G.), 3Rd Group Soil, To Add To Norm 01-01-034-03 During Each Subsequent 5 M Displacement Of The Soil, Cavalier Leveling With Displacement Of Soil Up To 10 M, 2Nd Group Of Soil (Restoration Of The Vegetation Layer), Laying Of Pipelines From Polyethylene Pipes, Diameter: 400 Mm (D=400X29.4 Pn12.5), Installation Of Polyethylene Shaped Parts: Bends, Elbows, Short Pipes (Pipes), Transitions (Pvc Loop), Construction Of Paving And Leveling Layers Of Foundations: Sand-Gravel Mixture, Coarse Sand (L=400 M, B=6 M, T=0.2 M), Natural Sand-Gravel Mixture
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