Tenders Are Invited For Major Repair Of Stone Concrete Dams Protecting Alibeyli Village On The Right Bank Of Kurmukchay River, Gakh Region (L=150 Pm)

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)