Construction of a community hall near the temple in Simardha village, Birdha Development Block.

Earth work in Excavation in trenches for foundation, pipes ,cables etc. in ordinary soil (Loam clay or sand) including lift upto 1.5 m.,lead upto 30m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer.Desilting, Dredging, Deeping in pond including 1.5 mt. lift and 30 mt. lead with all.

Clearing jungle including uprooting of vegetation grass,bush,wood trees upto 30 cm. measured at a height of 1 metre above ground level and removal of rubush upto a distance of 50 m outside the perophery of area cleared.

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 1:4:8 incluning supply of all materials labour and T&P etc. required for proper completion of the work

Random course rubble masonary in 1:4 cement and Coarse sand mortar in foundation and plinth, including supply of material as order by engineer-in-charge, labour, T&P etc, required fior proper completion of work

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

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

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand)