Tenders Are Invited For R-3-25 Concrete Canal (Pk 27 + 50 + Pk 45 + 50, L = 1.8 Km) Overhaul Of Concrete Cover And Facilities

Tender Detail

99623773
115502
Self-Funded
Tenders Are Invited For R-3-25 Concrete Canal (Pk 27 + 50 + Pk 45 + 50, L = 1.8 Km) Overhaul Of Concrete Cover And Facilities
NCB
Western Asia
Commonwealth of Independent States, CIS
30-07-2025

Work Detail

Manual Planning Of The Bottom And Slopes Of Channels Of Dancers, Ground Group: 2 (Manually Smoothing Of The Canals Bottom And Slopes), Freight Capacity, Which Operates Outside The Carer, Transporting Cargo To Cars, Transportation, Transportation Distance - 7 Km. 1St-Grade Load, Power In Natural Sleeping Soils 79 (108) Kwh (108) Kvt (A.G.) Cutting Of The Bushes And Sponses With Colands On The Tractor: Central, Demolition Of Concrete Monolithic Coatings (V = 1466X0.3), Construction Waste Loaded With Excavator Capacity By 0.5 M3: Downloading (Unusable Concrete Is 0.65 M3 Of The Capacity Of 0.65 M3 With An Ecasktors Cargo To The Ozbotheist To The Car), Loading Capacity 10 Ions (Code 400052) Pzubo-Al-Running Cars Outside The Career {Cargo Transportation, Transportation Distance - 5 Km. 1St-Grade Load, Establishment Of Channels And Dams With Birchalovs Excavators With 0.65 (0.5- P, 8) M3, Nrunt Team: 2 (0.65 M3 Of The Capacity Of 0.65 M3 Of 0.65 M3 Of The Canal Of The Existing Channel From The Lilt), Construction Of Dams, Dumps, Cuts Of Casts And Dry Cubes With More Than 16 T To The Large Number Of Tugs, The Capacity Of The Clique Is 0.65 (0.5-: 1) Iii3 With Excavators By Downloading The Igrunta By Loading The Cars, Group: 2, Dams, Shuts With The Low Parts Of The Lower Parts Of The Corporations, With More Than 16 T Thicknesses, Establishment Of Channels And Dams With Birçalovs Excavators With 0.65 (0.5- 0.8) M3, Group Of Group: 2 (Drilling The Project Cut), The Capacity Of The Clique Is 0.65 (0.5- 1) M3 With Excavators And Drilling The Group Of Group By Downloading The Group Of Group: 2, Construction Of Six Basics: Sandy, Construction Of Six Bases: Gravel, Bottom And Thickness Of The Bottom Of The Slopes With Monolithic Reinforced Cranes, Up To 12 Cm Of Caterpillar Cranes: 0.2 Rn (B12.5 (M-150) Correction Of 12 Cm Thick Coat (B) (B = L, 2 M, 5 M, T = 12 Cm))

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