Restoration of kandi canal stage-II from RD 114.038 km to 114.073 km

Excavation of soil using hydraulic JCB and hydraulic tractor trolley including cutting and loading in trolley and trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to embankments location and lifts with all leads: 7 km

Extra for laying Earth as per specifications for compaction and dressing in 20cm layers, watering and rolling to specification, drawing and as per instructions of engineer-in-charge.

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing 0-1.5 m depth complete in all respect as per PWD specification, drawing and instructions of engineer-in-charge.

Dressing of dowels in addition to payment of dressed earth work complete in all respect as per PWD specifications, drawing and instructions of engineer-in-charge.

Dressing of bed & preparation of sub grade for lining.

Dressing side slope & preparation of sub grade for lining. CSR item 19.2

Cement concrete 1:3:6 with stone ballast or shingle complete in all respect as per PWD specifications, drawing and instructions of engineer-in-charge.

Brick Lining 7.5 cm thick in 1:3 cement sand mortar over low density polyethylene over dressed sub-grade with 12.5 mm thick sand cushion in curved bed portion only including laying, trenching and jointing LDPE.

Laying brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3

Dismantling of reinforced cement concrete

Reinforced cement concrete M20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement, centring and shuttering in super structure for approach slab.

First class burnt brick work laid in cement sand mortar 1:4 in foundation & plinth complete in all respect as per PWD specifications, drawing and instructions of engineer-in-charge.

First class burnt brick work laid in cement sand mortar 1:4 first storey upto 4 mtr. above plinth level complete in all respect as per PWD specifications, drawing and instructions of engineer-in-charge.

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.