Tenders Are Invited For Repair Work Of The Yeniarch Canal (Pk00+00-Pk22+00;L=2.2: Pk27+00-Pk45+00;L=1.8 Km: Total 4 Km) Along With The Facilities On The Concrete Surface

Cutting Of Bushes And Small Forests On A Tractor With A Capacity Of 79 (108) Kw T (A.G.) On Naturally Lying Soils With A Chipper: Medium, Excavation Of The Soil By Throwing It Aside With Excavators Of The Reverse Bucket Or Dragline Type With A Bucket Capacity Of 0.65 (0.5-1) M3, Soil Group: 2 (Cleaning The Channel From Silt), Dismantling Concrete Monolithic Covers (1662, 96X03=499), Construction Of Sub-Bases: Gravel (Giving A Gravel Layer To The Washed And Scattered Parts Of The Channel), Excavation Of Soil In Pits With A Volume Of 1000 To 30(H) M3 With Excavators With A Pit Capacity Of 0.65 M3 And Loading Onto Dump Trucks. Soil Group: 2 (For The Repair Of The Collapsed Slope And Embankment Of The Canal), Transportation Of Goods With Dump Trucks Working Outside The Quarry With A Carrying Capacity Of 10 Tons (Code 400052). Transportation Distance - 3 Km. 1St Class Cargo, Manual Leveling Of The Bottom And Slopes Of The Excavated Areas Of Channels, Soil Group: 2 (Manual Leveling Of The Bottom And Slopes Of The Channel), Construction Of Sub-Bases Is Difficult, Reinforcement Of The Bottom And Slopes With Monolithic Reinforced Concrete With 16 T Crawler Cranes, Reinforcement Thickness: Up To 04 M (B=L, 0 M, M=L, 5, Htik=L, L M, T=12 Cm; Reinforcement 0 8 Mm A-Iii ), Filling The Seam With Hermetic Material: Hot Bitumen- Polymer Mastic (Longitudinal - 4000X2=8000 M: Transverse - 4000/4X5.57=5570M, Total 13570M), Dismantling Concrete Monolithic Covers, Manual Digging Of Soil In Sloped Trenches Up To 2 M Deep Without Reinforcements, Soil Group: 2 Excavation Of Installation Sites), Construction Of Sub-Bases: Sandy, Construction Of Sub-Bases: Gravel, Flat Slider With Wheels And Sliding Dimensions, Mass: Up To 1 T; Dismantling Of Unusable Leveling Gateways (Doors) (4 Units): - Leveling Ps 100X100 - 2 Units - Sub-Leveling Qs 60X13011-2 Units)