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: 2, 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 Trenches With Bulldozers By Moving The Soil Up To 5 M, Group 1 Soil, Manual Filling Of Ditches, Pits And Pits, Soil Group: 1, Excavation Of The Soil By Throwing It Out Of The Trenches With Excavators With A Capacity Of 0.5 (0.5-0.63)M3, Soil Group: 1 (Soil Under The Floor), Soil Compaction With Pneumatic Rammers, 2, Construction Of Sub-Bases: Gravel, Construction Of Concrete Preparation Layer (B7.5), Fixing The Joint Layer: Cement, Thickness 20 Mm, Fixing Of Adhesive Waterproofing With Rolled Materials: 1St Layer In Bituminol Mastic, Fixing Adhesive Waterproofing With Roll Materials: The Next Layer In Bituminol Mastic, Construction Of Strip Foundations: Reinforced Concrete, When The Width Of The Upper Side Is Up To 1000 Mm (B25), A-1 Class Fixture, A-3 Class Fixture, 390X190x188 Mm Sawn Limestone Masonry Of Whole Walls Of Buildings And Facilities: 39 Cm Thick (Masonry Of Walls Below 0.00 Sav)
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