Tenders Are Invited For Concrete Lining Of Ahmedbeyli Arch Channel (Pk0+41÷ Pk36+41 (L=3.6 Km))

Construction Of Canals And Dams With Single-Bucket Excavators With A Bucket Capacity Of 0.65 (0.5-0.8) M3, Soil Group: 3 (Cleaning The Existing Channel From Silt And Slag), Dump Truck, 20 T Transport Distance - 1 Km. 1St Class Cargo, Execution Of Works At The Site Of Soil Spillage, Soil Group: 2-3, Excavation Of Soil With Excavators With A Capacity Of 0.65 (0.5-1) M3 By Loading Onto Dump Trucks, Soil Group: 3 (Soil For Filling The Cleaned Channel With Soil), 20 T Transport Distance - 3 Km. 1St Class Cargo, Construction Of The Lower Parts Of Dams, Embankments, Spillways, Screens And Dry Cores From Cohesive Soils With A Mass Of Up To 16 T (Quality Compaction), Construction Of Channels And Embankments With Single-Bucket Excavators With A Bucket Capacity Of 0.65 (0.5-0.8) M3, Soil Group: 3 (Excavation Of The Cross-Section Of The Channel), Manual Planning Of The Bottom And Slopes Of The Excavated Areas Of The Channels, Soil Group: 3, Planning Pits And Slopes Of Poured Soil With Excavators, Group Of Soils: 3-4, Reinforcement Of The Bottom And Slopes With Monolithic Reinforced Concrete With 16 T Crawler Cranes, Reinforcement Thickness: Up To 0.2 M (B15, W4, F50, Sealing Of Seams When Fixing The Slopes Of Channels With Prefabricated Reinforced Concrete Pans: With Hot Bitumen-Polymer Mastic, Cement Mortar, Brand 75, Excavation By Moving The Soil To A Distance Of Up To 10 M, Power Of The Bulldozer: 96 (130) Kw (A.G.), 2Nd Group Of Soil (Excavation Of A Boat), Add During Each Next 10 M Of Soil Transportation: To Norm 01-01-031-2, Construction Of Paving And Leveling Layers Of Foundations: Sand-Gravel Mixture, Coarse Sand (With Smoothing)