nagar palika parishad jalalpur ke mo paschim taraf me neda dwara nirmit suchalaya ko todkar dukano ka nirman kary

Excavation in Foundation in ordinary soil including lift upto 1.5 metre and lead upto 30 m and including filling watering and ramping of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in- Charge upto a distance of 30 m from the foundation trenches.

Earth work in cutting or in filling in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 metre 20" in depth andd earthwork in embankment to be in 20 cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 metre lift and 30 m lead the earth from cutting to be used in making filling or to be deposited as spoil bank within 30 metres distance as directed by engineer in charge.

Sand filling in plinth including suppty of necessary quantity of sand from a distance not exceeding 8 km.(5 miles) from the site of work and including watering, dressing etc. Rate to including cost of all materials , labour and T&p etc.

Cement concrete with 4 cm gauge approved stone ballast approved coaarse sand and cement in the proportion of 8:4:1 incluning supply of all materials labour and T&P etc. required for proper completion of the work

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:1791 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.

Cold twisted detormed (Ribbed/ Tor steel) 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 binding placing in position complete

Centering and shuttering including strutting, propping etc. and removal of form work.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)