Breakup

02.1.1 Layout and marking for earthwork in excavation in foundation accepted by the Engineer-in-charge. [Plinth area of the structure shall be considered for measurement]

Considering 2000 sft plinth area

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Foreman/Supervisor Foreman 1 no 850 per day 850 850
2 Skilled labour Skilled labour 1 no 600 per day 600 600
3 Ordinary labour Ordinary labour 2 nos 550 per day 550 1100
4 Ordinary labour Tools and plant, spikes, nails, chalk-powder etc. 1 LS 550 per day 687.5 687.5
Sub-Total 3237.5
Contractor's Profit 10% 0.1 323.75
Contractor's Overhead Expenses 3.5% 0.035 113.31
Total 3674.56
Add VAT with adjustment factor. 1.08108 7.5% 0.075 297.94
Grand Total 3972.5
Rate per sft 1.99
Rate per sqm 21.42
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