Excavation Of Soil With Excavators With A Capacity Of 0.5 (0.5-0.63) M3 Of Chalovun By Loading It Onto Dump Trucks, Soil Group: 3, Excavation Of The Soil By Throwing It Aside With Reverse Bucket Or Dragline Type Excavators With A Bucket Capacity Of 0.5 (0.5-0.63) M3, Manual Digging Of The Soil In Trenches Up To 2 M Wide And Up To 2 M Deep With The Application Of Fasteners, Filling Pits And Ditches With Bulldozers By Moving The Soil Up To 5 M, Power Of The Bulldozer: 59 (80) Kw (A.G.), 2Nd Group Of Soil, Manual Filling Of Ditches, Pits And Pits, Soil Group: 2, Soil Compaction With Pneumatic Rammers, Soil Group: 1, 2, Transportation Of Cargo With Dump Trucks Working Outside The Quarry With A Carrying Capacity Of 10 Tons (Code 400052). Transportation Distance - 5 Km. 1St Class Cargo, Execution Of Works At The Site Of Soil Spillage, Soil Group: 2-3, Construction Of Sub-Bases: Gravel, Construction Of Sub-Bases: Sandy, Construction Of Concrete Preparation Layer (B7.5 H=100Mm), Waterproofing Of Walls And Foundations: Horizontal, With 2 Layers Of Adhesive, Fixing The Joint Layer: Cement, Thickness 20 Mm, Adjustment Of The Joint Layer: Cement, Add Or Subtract To Norm 11-01-011-01 For Every 5 Mm Change In The Thickness Of The Joint Layer (Addition 30Mm), Construction Of Reinforced Concrete Foundation Pans: Flat (B25 Grade Concrete)
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