The Capacity Of The Chalk Was Drilled By Excavators With 0.65 (0.5-1) M3 By Loading The Grouped By Cargo, Group: 3 (For Quality Casting), Establishing The Basics Of The Plate (D / Concrete Source B20, W4, F50), Iron Concrete Pipe D = 500 (Thickness 8.8 Mm) (Azeravtoyol) (D = 400Mm D / B Pipe), Establishment Of Structures From Stacking Reinforced Concrete: Pipes (D = 400Mm), Cargo Transportation Of Cargo With Carpets, Which Is 10 Tons Of Carrying Capacity (Code 400052). Transportation Distance - 5 Km. 1St-Grade Load, Construction Of Dams, Dumplings, And Construction Of The Lower Parts Of The Field And Dry Cubes With The Tuberculosis Of The Masses To 16 T, Establishment Of Channels And Dams With Birçalovs Excavators With The Capacity Of 0.65 (0.0.0.8), Group Of Group: 3 (Drilling The Cut), Drilling By Transporting The Ground To A Distance Of 10 M, Bulldozers Power: 96 (130) Kw (A.G.), Group 2 Group, Add To The Norm Of Each Of The Next 10 M Of The Soil: 01-01-031-2, Manual Planning Of The Bottom And Slopes Of Channels Drilled, Group Of Group: 3, Ground Compacting With Pneumatic Beaters, Ground Group: 3, 4, Fastening Of The Bottom And Slopes With Monolithic Reinforced Concrete With 16 T-Luced Cranes, Thickness Of The Hardness: 0.2 M (B15, Filling Of Seams With A Hermetic Material: With Hot Bitumen-Polymer Mastic, Manual Planning Of The Fields, Setting The Basics Of The Plate (D / Concrete Dib B15
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