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30.33 Supplying, carrying, placing, providing of Concrete Kerb Stone having minimum compressive strength 15 MPa of size 600 mm x 300 mm x 100/60 mm all completed by the contractor and accepted by the Engineer-in-charge.

Considering Area 10` x 10` = 100 sft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 600 mm x 300 mm x 100/50 mm kerb stone 100 nos 160 each 160 16000
2 Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement for pointing & jointing 1.5 bags 410 per bag 410 615
3 Head mason / Mosaic head mistry 0.25 nos 800 per day 800 200
4 Mason / Mosaic mistry 0.75 nos 700 per day 700 525
5 Skilled labour 1 nos 600 per day 600 600
6 Ordinary labour 2 nos 550 per day 550 1100
7 Local carriage, sundries, T & P etc. LS 275
Sub-Total 19315
Contractor's Profit 10% 0.1 1931.5
Contractor's Overhead Expenses 3.5% 0.035 676.03
Total 21922.53
Add VAT with adjustment factor. 1.08108 7.5% 0.075 1777.5
Grand Total 23700.03
Rate per sft 237
Rate per sqm 2551.07
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