Modernization Of Babatag Main Canal And Reconstruction Of Structures On Babatag CanalClimate Adaptive Water Resources Management In The Aral Sea Basin Sector ProjectDescription Of Works I Rehabilitation Of Hydraulic Structures On Babatag Main Canal Including A Two 2 Cross Regulators Rehabilitation Of The Existing Structure At Pk91 42 With Discharge Capacity Q 30M3 Sec Construction Of New Structure At Pk260 50 With Discharge Capacity Q 20M3 Sec B Rehabilitation Of The Existing 43 Outlet Structures With Discharge Capacities Ranging From 0 1M3 Sec To 2 0M3 Sec C Construction Of 43 New Hydrometric Posts D Construction Of 43 New Gauging Bridges E Rehabilitation Of Six 6 Mudflow Diversion Structures At Pk49 20 Pk53 00 Pk55 10 Pk60 90 Pk63 60 And Pk81 40 F Rehabilitation Of One 1 Spill Structure At Pk420 62 With Capacity Q 20M3 Sec G Rehabilitation Of One 1 Pipe Tube Drop Structure At Pk412 45 With Capacity Q 20M3 Sec H Rehabilitation Of Five 5 Automobile Road Bridges At Pk58 81 Pk176 23 Pk261 46 Pk299 41 And Pk388 70 Ii Re Sectioning And Concrete Lining Of Babatag Canal Including Cutting Off The Vegetation Layer Excavation Of The Canal Section Re Sectioning Excavation Of Berms High Quality Embankment Concrete Lining Of The Canal O A New Concrete Lining Is Required On Unlined Sections Of The Canal At Reaches Pk34 00 To Pk91 42 And From Pk260 50 To Pk420 62 21 75 Km In Total With A Concrete Class B15 F150 M200 Prepared On Sulfateresistant Cement With Thickness T 0 15 M Reinforced With Ask 7 Mm Reinforcement Mesh And With Underlying Geo Composite Geotextile 200 G M2 Geomembrane T 1 0 Mm
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