SJMMSVY-2024-25 GRANT

Name Of Work : CONSTRUCTION OF PROTECTION WALL FROM SADHIMATA TEMPLE TO 80 FOOT

RINGROAD SIDE AND JAIN DERASAR SIDE AT UNJHA NAGARPALIKA AREA AT UNJHA.

Schedule-B1 : CONSTRUCTION OF PROTECTION WALL FROM SADHIMATA TEMPLE TO 80 FOOT

RINGROAD SIDE AND JAIN DERASAR SIDE AT UNJHA NAGARPALIKA AREA AT UNJHA.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5 met. depth 215.00 Cu.M. 117.13

including dewatering,sorting out and stacking of

useful materials and disposing of the excavated

stuff upto 1.5 km led.(a) Loose or soft soil

2 Filling available excavated earth (excluding 215.00 Cu.M. 130.39

rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by

ramming and watering.

3 Providing and laying rubble for appron (each 32.00 Cu.M. 947.27

stone weighting not less than 40Kg.) including and

packing and filing in the interestices with quarry-

spalls. (upto 10 ton)

4 Providing and laying cement concrete 1:4:8 (1 29.00 Cu.M. 2357.89

cement : 4 coarse sand : 8 crushed stone

aggregates 40 mm nominal size) and curing

complete excluding cost of form work in

5 Providing and laying controlled cement concrete 282.00 Cu.M. 3800.01

M.200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

of columns and Mass concrete (more than

6 Providing formwork of ordinary timber planking 857.00 Sq.M. 236.89

so as to give a rough finish including

centering,shuttring,struting and propping

etc.height of propping and centering below

supporting floor to celling not exceeding 4m and

removal of the same for cast in situ reinforced

concrate and plain concret work (C) Vertical

surface such as wall (any thickness partitions)

7 Providing TMT Bar FE 500D for R.C.C. work 8792.00 kg 76.21

including bending binding and placing in position

complete up to floor two level.

Total ( B1 ) :-