Breakup

07.3.2 Pedestals, column, column capital, lift wall and RCC wall up to ground floor

Considering 100 cft

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Materials (From Secondary Input : Item B-5) 1 30248.5 30248.5 30248.5
1 Laying/placing concrete (@ 800 cft concreting using 1 mixer machine in one day) (From Secondary Input : Item A-3) 1 2486.875 cft per day 2486.88 2486.88
Sub-Total 32735.38
Contractor's Profit 10% 0.1 3273.54
Contractor's Overhead Expenses 3.5% 0.035 1145.74
Total 37154.66
Add VAT with adjustment factor. 1.08108 7.5% 0.075 3012.54
Grand Total 40167.2
Rate per cft 401.67
Rate per cum 14184.98
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