Cutting The Bushes And Sponsors Of The Tractor On The Tractor In The Power Of Natural Sleeping Soils 79 (108) Kv T (A.G.): Central, Drilling With Bulldozers By Transporting The Ground To A Distance Of 10 M: 59 (80) Kw (A.G.), Group 2 Group (Cutting Of The Plant), To Add To The Time Of The Next 10 M Shipment Of Ground: (Annex 20 M), Establishment Of Channels And Dams With The Birchalov Excavators With The Capacity Of 0.25 Ni3, Group Of Group: 2 (Demuise The Temporary Transmission Channel With The Existing Channel), Planning Of Irrigated Areas By Bulldozers By Changing The Ground To The Ground For 10 Ni - 59 (80) Kw (A.G.), Group 2, Establishment Of Channels And Dams With 0.25 M3 Of 0.25 M3, Group Of Group: 2 (Correction Of The Existing Channel), Hand-Drilling Without The Soil Fastening In Sloped Trenches To The Depth Of The Depth, Group: 2 (Completion), Construction Of Six Basics Of The Foundation Gravel (T = 10 Cm), The Thickness Of The Bottom And Slopes With Monolithic Railroads With 16 T-Luced Cranes; 0.2 M (B = 0.6 M, Htik = 0.8Ni, M = 0. = 0.8Ni, M = 10Sm, L = 2000 M), Filling Of Seams With A Hermetic Material: With Hot Bitumen-Polymer Mastic, Grunt Filling The Vests And Trenches With The Bulldozers With The Replacement Of The Distance To 5 M: 59 (80) Kw (A.G.), Group 2 Group (Charp The Temporary Canal), Planning Of Irrigated Areas With Bulldozers By Changing The Ground To The Ground For 10 M, Power Of Bulldozers: 59 (80) Kw (A.G.), Group Group (Distribution Of Plant Layers), Addition Of The Soil During The Next 10 M Displacement Of The Ground: (An Additional 20 M), Pulling Of Steel Water Pipelines By Removing Pneumatic Testing, Dynames Of Pipes: 800Mm (Unusable D = 820 Mm Of Passes From Metal Pipe Passage, 1 = 6.0 M, 9 Units), Steel Water Pipelines, 1 Pneumatic Testing, Diameter Of The Pipes: 800 Thousand (Fresh D = 820 Mm, Installation Of Metal Pipe Transitions
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