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15.18 75 mm x 75 mm cornice of brick masonry in cement sand (F.M. 1.2) mortar (1:6) having minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:6) including scaffolding and curing at least for 7 days in all floors accepted by the Engineer-in-charge. (Cement: CEM-II/B-M)

Considering 100 rft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Brick work (1:6) in superstructure 0'-3" x 0'-3" Brick work (1:6) 6.25 cft 18884.75 % cft 188.85 1180.31
2 Ordinary labour Extra labour for brick moulding & plastering 100 rft 550 per day 38.5 3850
3 1/2 " thick plaster (1:4) (3" + 3" + 3")= 9" width and 1/2" thick cement plaster (1:6) 75 sft 23.22 sft 23.22 1741.5
Sub-Total 6771.81
Contractor's Profit 10% 0.1 677.18
Contractor's Overhead Expenses 3.5% 0.035 237.01
Total 7686
Add VAT with adjustment factor. 1.08108 7.5% 0.075 623.19
Grand Total 8309.19
Rate per rft 83.09
Rate per rm 272.62
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