Tenders Are Invited For Major Repair Of Stone Concrete Dams Protecting Alibeyli Village On The Right Bank Of ... in Azerbaijan

Work Detail

Excavation Of The Soil By Throwing It Aside With Excavators Of The Reverse Hopper Or Dragline Type With A Hopper Capacity Of 0.65 (0.5-1) M3, Soil Group: 4 (Lowering The Water Level By Means Of A Pump 125 M/H), Manual Digging Of Soil In Sloped Trenches Up To 2 M Deep Without Fasteners, Soil Group: 4 (Manual Digging After Excavator), Excavation By Moving The Soil To A Distance Of Up To 10 M, Power Of The Bulldozer: 96 (130) Kw (A.G.), 4Th Group Of Soil (Extraction Of Soil), Filling Pits And Ditches By Shifting The Soil Up To 5 M, Power Of Bulldozers: 96 (130) Kw (A.G.), 3Rd Group Soil (Reverse Casting, Quality Casting, Casting), To Add To Norm 01-01-034-03 During Each Subsequent 5 M Displacement Of The Soil, Construction Of Dams, Embankments, Dams, Screens And Lower Parts Of Dry Cores From Loose Soils With A Roller Weighing Up To 16 T (Compaction), 4Th Group Of Soil (Remaining Soil), Construction Of Retaining Walls And Basement Walls: From Butobeton (Stone-Concrete Retaining Wall B15, W4, F50), Sealing Of Seams During Fastening Of Slopes Of Channels With Prefabricated Reinforced Concrete Pans: With Hot Bitumen-Polymer Mastic (Heat Seams), Painting Insulation Of Vertical Concrete Surface: 2 Layers, With Diluted Bitumen (Parts In Contact With Underground Water)

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