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27.80 Construction of platform of size 1.4 m x 1.0 m and outlet drain up to1 meter long, as per drawing with 75 mm thick cement concrete of f'c min 17 MPa with brick chips and cement content relates to 1:2:4, over a brick flat soling and providing 125 mm x 75mm brick band in 1:6 all around, including finished with 12 mm thick cement plaster in 1:4 followd by neat cement finishing all complete and accepted by the Engineer-in-charge.

Considering 1.40 m x 1.00 m size platform and 1 m long drain

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Earthwork in excavation Earth cutting 0.67 cum 4979.17 % 0 cft 175.84 117.81
2 Sand fill (0.8) Sand filling 0.26 cum 2692.67 % cft 950.92 247.24
3 Brick work (1:6) in foundation Brick work (1:6) 0.29 cum 17397.25 % cft 6143.84 1781.71
4 Plain concrete (1:2:4) with brick chips C.C. (1:2:4) 0.24 cum 20151.67 % cft 7116.56 1707.97
5 1/2 " thick plaster (1:4) with N.C.F. 12 mm plaster (1:4) in/c n.c.f. 2 sqm 28.39 sft 305.59 611.18
6 Earthwork in excavation Earth cutting 0.06 cum 4979.17 % 0 cft 175.84 10.55
7 Brick work (1:6) in foundation Brick work (1:6) 0.06 cum 17397.25 % cft 6143.84 368.63
8 1/2 " thick plaster (1:4) with N.C.F. 12 mm plaster (1:4) in/c n.c.f. 0.7 sqm 28.39 sft 305.59 213.91
Sub-Total 5059
Contractor's Profit 10% 0.1 505.9
Contractor's Overhead Expenses 3.5% 0.035 177.07
Total 5741.97
Add VAT with adjustment factor. 1.08108 7.5% 0.075 465.56
Grand Total 6207.53
Rate per no 6208
Rate per each 6208
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