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15.10 Providing drip course or nosing at the edge of sunshade or cornice with cement sand (F.M. 1.2) mortar (1:2) with fresh cement, 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.

Considering 25 rft 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) 0.52 cft 1900 per % cft 19 9.88
2 Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement 0.08 bag 410 per bag 410 32.8
3 Mason / Mosaic mistry Labour : Mason 1 no 700 per day 700 700
4 Ordinary labour Ordinary labour 0.5 no 550 per day 550 275
5 Ordinary labour Washing of sand, scaffolding, curing, sundries, local carriage etc. 1 LS 550 per day 36.67 36.67
Sub-Total 1054.35
Contractor's Profit 10% 0.1 105.44
Contractor's Overhead Expenses 3.5% 0.035 36.9
Total 1196.69
Add VAT with adjustment factor. 1.08108 7.5% 0.075 97.03
Grand Total 1293.72
Rate per rft 51.76
Rate per rm 169.82
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