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02.13 Earth filling in foundation trenches and plinth in 150 mm layer with earth available within 90 m of the building site to achive minimum dry density of 95% with optimum moisture content (Modified proctor test) including carrying watering, leveling, dressing and compacting to a specified percentage each layer up to finished level etc. all complete and accepted by Engineer-in-charge.

Considering 1000 cft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Ordinary labour Labour for filling including local carriage 8 nos 550 per day 550 4400
2 Skilled labour Skilled labour for dressing & consolidation 2 nos 600 per day 600 1200
3 Ordinary labour Sundries, T & P etc. 1 LS 550 per day 275 275
Sub-Total 5875
Contractor's Profit 10% 0.1 587.5
Contractor's Overhead Expenses 3.5% 0.035 205.63
Total 6668.13
Add VAT with adjustment factor. 1.08108 7.5% 0.075 540.66
Grand Total 7208.79
Rate per cft 7.21
Rate per per cum 254.62
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