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04.7 Brick work with 241 mm x 114 mm x 70 mm size machine made solid klinker facing bricks having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth of joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. complete and accepted by the Engineer-in-charge. (Cement: CEM-II/B-M) In ground floor

Considering 100 cft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 9.5" x 4.5" x 2.75"/ 237.5 mm x 112.5 mm x 68.75 mm size machine made solid klinker facing bricks Bricks 1100 nos 14500 per % 0 nos 14.5 15950
2 Sand (F.M. 1.2) Sand (F.M 1.2) in/c wastage 31 cft 1900 per % cft 19 589
3 Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement 6 bags 410 per bag 410 2460
4 Head mason / Mosaic head mistry Head mason 0.25 nos 800 per day 800 200
5 Mason / Mosaic mistry Mason 2 nos 700 per day 700 1400
6 Skilled labour Skilled labour 1.5 nos 600 per day 600 900
7 Ordinary labour Ordinary labour 2 nos 550 per day 550 1100
8 Ordinary labour Labour for soaking & cleaning bricks 1 nos 550 per day 550 550
9 Ordinary labour Labour for screening and washing sand 0.5 nos 550 per day 550 275
10 Ordinary labour Labour for 7 days curing @ 1/4 labour per day: 1.75 nos 550 per day 550 962.5
11 Scaffolding Scaffolding 25 sft 10 per sft 10 250
12 Ordinary labour Local carriage, sundries, T & P etc. 1 LS 550 per day 275 275
Sub-Total 24911.5
Contractor's Profit 10% 0.1 2491.15
Contractor's Overhead Expenses 3.5% 0.035 871.9
Total 28274.55
Add VAT with adjustment factor. 1.08108 7.5% 0.075 2292.53
Grand Total 30567.08
Rate per cft 305.67
Rate per per cum 10794.74
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