Establishment Of Channels And Daunbas With Excavators Of 0.65 (11.5-0.8) With The Capacity Of 0.65 (11.5-0.8), Group Of Group: 2 (Removal Of Land Partitions), Power In Natural Sleeping Soils 79 (108) Kwt (A.G.) Cutting Of Shrubs And Spaces With Shrubs And Sponsors: Central, Drilling By Transporting The Soil To A Distance Of 10 M, Buldozers Power: 96 (130) Kw (A.G.), Group 2 Ground (Plant Layer), To Add The Soil In The Next 10 M Transportation Of The Ground: 01-01-031-2 To The Norm (Additional 20M), Chalovs Capacity 0.65 (03-0.8) Is 0.65 (03-0.8) Setting Of Channels And Dambalans With Birchalov Excavators, Group: 2 Digging A Temporary Cyclub), Filling Of Seams With A Hermetic Material: With Hot Bitumen-Polymer Mastic, Monolith Reinforced Concrete Structures Idos Fixture, Fastening Of The Bottom And Slopes Of Monolithic Iron-Concrete With 16 T-Luced Cranes, Thickness Of The Hardness: 0 ^ 2 M (B123, B = L, M, Htk = 3, 0M, M = L, 5M, T = 15Sm), Screen From Polyethylene Film, Filling Of Pits And Trenches By Changing The Ground Up To 5 In Grunt 5: 96 (130) Kwh: 96 (130) Kw (A.G, Group Group (Casting The Temporary Channel Channel), Hand Planning Of The Bottom And Slopes Of Ducruged Places, Group Group: 2, Construction Waste Loaded With Excavator With 0.5 M3 Of The Capacity Of The Chalov: Download (Concrete Crumbs), Drilling Of The Ground By Moving To 10 M, Bulldozers Power: 96 (130) Kw (A.G.), Group 2 Group [Correction Of Land Partitions To Prevent The Renovated Parts Of The Channel), Grount 10 M Transportation Of The Ground. To Add: (Additional 20M), Yamadi, Which Is Up To 2 M In The Ditch, Manually Drilling Without The Fasteners Of The Ground, Group: 2 (Manually Dried)
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