Item 02.1.1
Layout and marking for earthwork in excavation for foundation
Considering 2000 sft. plinth area
1. Foreman 1 No. @ 350 each = 350
2. Skilled labour 1 No. @ 200 each 200
3. Ordinary labour 2 Nos. @ 150 each = 300
4. Tools and plant, spikes, nails, chalk-powder etc. L.S. = 187.5
Total = 1037.5
Profit 0.1 = 103.75
Overhead 0.035 = 36.31
1177.56
Add VAT with adjustment factor 1.04712 0.045 = 55.49
Grand total = 1233.05
Rate per sft. = 0.62
Rate per sqm. = 6.67
Say, 7 .00 Per sqm.
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