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30.2 One layer of Concrete Solid Block Soling having minimum compressive strength of 15 MPa and water absorption not greater than 7% of size (240 x 114 x 70) mm in ground floor/ foundation including preparation of bed and filling the interstices with fine sand (F.M.= 0.8), leveling etc. all completed by the contractor and accepted by the Engineer-in-charge.

Considering Area 10` x 10`

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Solid block of 240mmx114mmx70mm 300 Nos 13 each 13 3900
2 Sand (F.M. 0.8) 4 Cft 1670 per % cft 16.7 66.8
1 Mason / Mosaic mistry 0.1 Nos 700 per day 700 70
2 Skilled labour 0.25 Nos 600 per day 600 150
3 Ordinary labour 1 Nos 550 per day 550 550
4 Local carriage, sundries, T & P etc. LS 275
Sub-Total 5011.8
Contractor's Profit 10% 0.1 501.18
Contractor's Overhead Expenses 3.5% 0.035 175.41
Total 5688.39
Add VAT with adjustment factor. 1.08108 7.5% 0.075 461.22
Grand Total 6149.61
Rate per sft 61.5
Rate per sqm 661.99
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