Cleaning Of The Canal And Its Surroundings By Handwriting (12000Mx 12.0M), Cleaning Of The Existing Channel With An Excavator With 0.65 M3 Of The Capacity Of 0.65 M3, 0.76 M5 With The Capacity Of The Clique With 0.76 M5 Excavators And Loading The Cargo To The Cargo To The Car - Full Filling Of The Canals Bed, Ground Was Transported By 2.5 Km With A Car To The Bed Of The Canal, Wetting With 50% Of The Soil For The Soil Of The Soil, Quality Compression Of Casting Cushion, 11 Guntun Challenged The Capacity Of Guntun Challene With An Excavator With 0.65 M3 (The Channel Drilling The Project Cut, Hand Smoothing Of The Canal From The Group Ii Ground, Issuance Of The Gravel Layer In The Thickness Of 10 Cm Under The Concrete, Construction Of Polyelyylene Covers To The Ditch And Slope Parts Of The Canal, Polyethilcn Cover Price, Fixing A Fixture Net For Concreting Of The Canals Bottom And Slopes, The Price Of A-Iii Branches Of The A-Iii, Which Is D = 8 Mm, D / Concrete Hanging Of The Canals D / Published: B15 (M-200), , Putting Heating Seams With Bitumen Polymer Mastic
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