Establishment Of Channel And Dams With Birchalovs Excavators With The Capacity Of 0.65 (0.0-0.8), Group Of Group: 2 (0.65 M3 With 0.65 M3 Of Excavation With 0.65 M3 Of Excavators With 0.65 M3 Of Excavators With Excavators Of The Capacity Of 0.65 M3), Group Of Group, Group, Group: 2 (Thrown, Throwing The Ground By Hand And Thrown Aside After Excavator Work), Group And Trenches By Replacing The Ground To 5 M, The Capacity Of The Bulldozers: 96 (130) Kw (A.G.), Group 2 Group (Channel To Bring The Channel To The Project Cut), Additional Of The Ground To Change The Next 5 M In The Ground: 01-01- 034-2, Construction Of Paragraphs, Dampers, Casts With More Than 16 T Of The Low Parts Of The Screens And Dry Cubes With More Than 16 T 16 T, The Capacity Of The Clique With 0.65 (0.5-1) M3 Is Excavators With Excavators By Downloading Cars, Group Of Group: 3 (To Expand The Soil In Full Casting Canal), Loading Capacity 10 Tons (Code 400052) Cargo Transportation Outside The Career, Transport Cars With Cars, Transportation Distance -10 Km. 1St Grade Load (9, 6Km), Manual Planning Of The Bottom And Slopes Of Channels Drilled, Ground Group: 2 (S = 40232X0.3 = 12070), The Bottom Of The Bottom And The Slopes Will Fasten The Mountain Of Monolith With 16 T-Luce Caterpillar Cranes: 0.2 M (Thickness Of 10 Cm, The Bottom Is Widely B = 0.8, Iled M = 3.20, Hint = 0.8 M, Bi 2.5 (M-150)), Reinforcement For Monolithic Reinforced Concrete Structures, Filling Of Seams With Hermetic Material: With Hot Bitumen-Polymer Mastic (Longitudinal 9400Mx2 = 18800M; Transverse 9400 / 4X4, 28M = 10058M), The Thickness Of The Bottom And Slopes With Non-Benches With 6 T-Luced Cranes Of Non-Lucrarge Cranes: 0.2 M In The Form Of The Channel (Vodovod) In The Form Of The Channel (Vodovod), Thickness Of 20 Cm, From The Bottom To The Width B = 1.2, From The Bottom To The Bottom B = 2, 18, From The Top B = 2, 0, Htk = 1.5 M, M = 1: 1), The Capacity Of The Clique Was Thrown Away By Reflectional (0.5-1) M3 With Reverse Chaglazlu And Draglinic Excavators, Group: 2 (Opening Of Tubular Crossings)
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