Existing Pushkar Ghat

Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 M as directed by the Engineer-in-Charge.

Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts as director by the Engineer-in-Charge

Filling foundation wells with sand in layers of 25 to 30 cm and compacting by watering,ramming as directed including cost of all materials, machinery, labour etc., complete with initial lead upto 50 m and all lifts etc., complete as directed by the Engineer-in-Charge.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) as director by the Engineer-in-Charge.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts (Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) as director by the Engineer-in-Charge

Supply and fixing 100 mm dia G.I. Pipes B Class for vertical posts on platforms including cost and conveyance and labour charges for fixing etc., complete as director by the Engineer-in-Charge

Supply and fixing of Hot dipped Galvanised Iron chain link mesh 8 gauge (4mm) 63 MMX63MM gauge including cost conveyance of all materials to site of work and labour charges for fixing to G.I. Pipes etc., complete as director by the Engineer-in-Charge.

Providing and constructing Dry rock-Pitching for groynes using un-coursed rubble stone of size 300mm thick and un-coursed rubble stone chips from quarry to site of work including cost of all materials, machinery, labour charge hand packing un-coursed rubble stone and chips to the designed profile with all leads and all lifts etc., complete (Above water Level) as directed by the Engineer-in-charge