Kol-Kosun Manual Cleaning In The Field Of Canal, Cleaning Of The Canal With Exchanger With 0.76 M3 With 0.76 M3, 0.65 M3 Of The Capacity Of The Clique With An Excavator With An Excavator And Loading Of The Cargo To The Car From The Ground To The Car, Groundwater Was Transported By 6.9 Km Away From The Road To The Bed Of The Canal, Curling Compression Of Casting, The Capacity Of The Ii Qurdu Quruntu Was Drilled By Exchangator With 0.65 Exclamation (Drilling The Channels Enlargement), Hand Smoothing Of The Canals Bottom And Slopes, Establishment Of Six Basic Bases (Gravelly), Establishment Of Six Bases (Sandy), Landing Of The Canals Bottom And Slopes With B-12.5 (M-150) Concrete (B = 0.8M. M = 1.25.H = 1.2M.T = 12Cm), Installation Of A-Iii Armature (Carcase) Fixture Network For Concreting Of The Bottom And Slopes Of The Canal, Putting Construction Seams With Bitumen Polymer Mastic: Longitudinal 3000X2 = 6000M.En 3000 / 3X5.24 = 5240 Total: 11240, Demolition Of Concrete Monolithic Covers (Unusable Gateways (Doors) Hand-Disposed Of Old Concrete In The Entrance And Exit Of The Sub-Spinning Pipes, Hand By Ground Torpid In The Ditch To 2 M, Group Of Group: 2 (Drilling Places), Wheel And Slippery Swinging Flat Slider, Mass:! Until T- A Dismantle (Doors) Dismantle (Doors): Leveling Ps 150X100 - 1 Unit; Suburaxy Qs 60X1301) - 1 Unit)
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