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04.20.6 With design block size: 152 mm x 152 mm x 152 mm or equivalent volume and design. In ground floor

Considering 100 sft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 6" x 6" x 6" / 150 mm x 150 mm x 150 mm fancy screen block 6" x 6" x 6" design block in/c wastage 420 nos 38000 per % 0 nos 38 15960
2 Sand (F.M. 1.2) Sand (F.M. 1.2) 3.75 cft 1900 per % cft 19 71.25
3 Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement 1 bag 410 per bag 410 410
4 Colour pigment Colour pigment 1 lb 80 per lbs 80 80
5 Head mason / Mosaic head mistry Head mason 1.25 nos 800 per day 800 1000
6 Mason / Mosaic mistry Mason 2.75 nos 700 per day 700 1925
7 Skilled labour Skilled labour 2.5 nos 600 per day 600 1500
8 Ordinary labour Ordinary labour 1 no 550 per day 550 550
9 Ordinary labour Labour for soaking & cleaning blocks. 0.5 no 550 per day 550 275
11 Ordinary labour Labour for 7 days curing '@ 1/8 No. labour per day 0.875 no 550 per day 550 481.25
12 Scaffolding Scaffolding 25 sft 10 per sft 10 250
13 Ordinary labour Washing of sand, local carriage & storage etc. 1 LS 550 per day 275 275
Sub-Total 22777.5
Contractor's Profit 10% 0.1 2277.75
Contractor's Overhead Expenses 3.5% 0.035 797.21
Total 25852.46
Add VAT with adjustment factor. 1.08108 7.5% 0.075 2096.14
Grand Total 27948.6
Rate per sft 279.49
Rate per per sqm 3008.57
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