Repairing/restoring of damaged kandi canal stage-II in patches and pucca works from RD 88.735 to 100.800 km

Laying and Jointing PVC Pipe. Heading

Excavation of soil using hydraulic JCB and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankment location with all lifts and lead (average lead 8.636 km)(Pucca) Complete in all respects as per PWD specifications drawing and instructions of Engineer - in -charge.

Excavation of soil using hydraulic JCB and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankment location with all lifts and lead average lead 4.960 km(pucca)Complete in all respects as per PWD specifications drawing and instructions of Engineer - in -charge.

Extra for laying earth as per specification for compaction in 20 cm layers and dressing watering of earth and rolling to specifications complete in all respects as per PWD specifications drawing and instructions of Engineer -in -charge.

Earth work for lip cutting for lining of irrigation channel inclusive of all allownces,lead and dreassing depth exceeding 1.5mtr but upto 3 mtr. Complete in all respects as per PWD specifications drawing and instructions of Engineer -in-charge.

Dressing of earth work (for new work) Complete in all respects as per PWD specifications drawing and instructions of Engineer - in -charge.

Earth work excavation in ordinary soil, exclusive of compensation of earth undressed with combined lead up to 15 meter including breaking of clods Complete in all respects as per PWD specifications drawing and instructions of Engineer - in -charge

Dressing side slopes and preparation of subgrade for lining Complete in all respects as per PWD specifications drawing and instructions of Engineer - in -charge.

Dismantling of Brick work , tile masonary/ lining in cement complete in all respects as PWD specifications drawings & instructions of Engineer - in - charge.

Scraping of Dismantled Boulder Masonary in cement complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Dismantling of reinforced cement Concrete complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Brick lining 7.5 cm thick in 1:3 cement sand mortar over 12.5 mm thick base plaster 1:6 over dressed subgrade including laying trenching & jointing of low density polyethlene complete in all respects as per PWD specifications & instructions of Engineer - in - charge.

Laying brick on edge coping 356 mm wide and 115 mm thick in cement sand mortar 1:3 complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

1st class burnt brick work laid in cement sand mortar 1:4 in foundation & plinth complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

1st class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 m above plinth level complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Boulder Masonry in cement sand 1:6 in Foundation & Plinth complete in all respects as per PWD specifications & instructions of Engineer-In-Charge

Providing Weep Holes in brick masonary abutment/ wingwall with 100 mm dia pvc pipe extending through the full width of the structure with slope of 1 V :20 H towards drawing face complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Shuttering For face of concrete and foundation beams and plinth beam (vertical or battering ) complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Cement concrete 1:3:6 with stone ballast or shingle using concrete mixer volumetric type complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Reinforced cement concrete M-20 mechanically batch using batch type concrete mixer as per IS - 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth complete in all respects as per PWD specifications & instruction of Engineer-In-Charge.

Cement concrete 1:2:4 with stone ballast or shingle using concrete mixer volumetric type complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Cement Pointing 1:3 deep variety complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Filling expansion joints with special impervious hot pour 20mm wide complete in all respects as per PWD specifications & instruction of Engineer-In-Charge.

Cold twisted deformed (Ribbed/Tor steel bar) Fe 500 grade as per IS 1786-2008 for RCC works, where not including in the complete rate of RCC including bending and placing in position complete in all respects as per PWD specifications & instructions of Engineer-In-Charge.

Steel work fixed independantly without connecting plates , including cutting, hoisting and fixed in position:-Tees , angles and channels. Complete in all respects as per PWD specifications drawing and instructions of Engineer - in -charge.