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15.1.2 Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to outer surface of wall, finishing the corner and edges including washing of sand, cleaning the surface, 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) 7.5 cft 1900 per % cft 19 142.5
2 Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement 1.5 bags 410 per bag 410 615
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, local carriage, scaffolding, curing, & sundries etc. 1 LS 550 per day 366.67 366.67
Sub-Total 2574.17
Contractor's Profit 10% 0.1 257.42
Contractor's Overhead Expenses 3.5% 0.035 90.1
Total 2921.69
Add VAT with adjustment factor. 1.08108 7.5% 0.075 236.89
Grand Total 3158.58
Rate per sft 31.59
Rate per sqm 340.03
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