Tenders Are Invited For Major Repair Of The Concrete Lining Of The Shamkirchay Right Bank Canal (Pk00+00÷Pk07+30; L=0.73 Km)

Construction Of Canals And Embankments With Single Bucket Excavators With A Bucket Capacity Of 0.65 (0.5-0.8) M3, Soil Group: 2 (Cleaning The Existing Channel From Silt), Excavation By Moving The Soil To A Distance Of Up To 10 M, Power Of The Bulldozer: 96 (130) Kw (A.G.), Group 2 Soil (Removal Of Excavated Sludge), Softening Of Rocky Soils With A Hydraulic Jack At The Excavator Base, Soil Group 6 (Demolition Of Unusable D/Concrete), Excavator-Loaded Construction Waste With A Bucket Capacity Of Up To 0.5 M3: Loading, Dump Truck, 20 T Transport Distance - 5 Km. 1St Class Cargo, Manual Planning Of The Bottom And Slopes Of Excavated Areas Of Channels, Soil Group: 2 (Smoothing), Planning Pits And Slopes Of Poured Soil With Excavators, Soil Group: 1-2 (Smoothing), Construction Of Sub-Bases: Gravel, Construction Of Screen From Polyethylene Film Against Seepage, Reinforcement Of The Bottom And Slopes With Monolithic Reinforced Concrete With 16 T Crawler Cranes, Reinforcement Thickness: Up To 0.2 M (B12.5 W4 F50, B=1.4 M, H=1.55 M, M=1.5 M, P=0.12 M), Reinforcement Sets Made Of Steel Of Class A-3, Sealing Of Seams When Fixing The Slopes Of Channels With Precast Reinforced Concrete Pans: With Hot Bitumen-Polymer Mastic (730X2+730/4X7.58=2843.4 M)