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15.8 Rule pointing to brick wall with cement sand (F.M. 1.2) mortar (1:2) with fresh cement and raking out the joints, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/B-M) ground floor.

Considering 100 sft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Sand (F.M. 1.2) Sand (F.M. 1.2) 1.5 cft 1900 per % cft 19 28.5
2 Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement 0.5 bag 410 per bag 410 205
3 Head mason / Mosaic head mistry Labour : Head mason 0.25 no 800 per day 800 200
4 Mason / Mosaic mistry Mason 1 no 700 per day 700 700
5 Ordinary labour Ordinary labour 1 no 550 per day 550 550
6 Ordinary labour Washing of sand, scaffolding, curing, sundries, local carriage etc. 1 LS 550 per day 244.44 244.44
Sub-Total 1927.94
Contractor's Profit 10% 0.1 192.79
Contractor's Overhead Expenses 3.5% 0.035 67.48
Total 2188.21
Add VAT with adjustment factor. 1.08108 7.5% 0.075 177.42
Grand Total 2365.63
Rate per sft 23.66
Rate per sqm 254.68
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