Breakup

07.4.2 Padestal, 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-6) 1 30945 30945 30945
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 33431.88
Contractor's Profit 10% 0.1 3343.19
Contractor's Overhead Expenses 3.5% 0.035 1170.12
Total 37945.19
Add VAT with adjustment factor. 1.08108 7.5% 0.075 3076.63
Grand Total 41021.82
Rate per cft 410.22
Rate per cum 14486.92
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