Breakup

24.7.2 Brick on end edging (75 mm across the road) with Concrete Solid Block( 240 x 114 x 70 mm) having minimum compressive strength of 15 MPa and water absorption not greater than 7% of of size (240 x 114 x 70) mm and filling the gaps with fine sand (F.M. 0.80) including cutting trenches, true to level and grade, removing earth, refilling and ramming the sides properly including cost of all materials and accepted by the Engineer-in-charge.

Considering 100 rft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Solid block of 240mmx114mmx70mm Bricks 250 nos 13 each 13 3250
2 Sand (F.M. 0.8) Fine sand 2 cft 1670 per % cft 16.7 33.4
3 Head mason / Mosaic head mistry Head mason 0.05 no 800 per day 800 40
4 Mason / Mosaic mistry Mason 0.25 no 700 per day 700 175
5 Skilled labour Skilled labour 0.75 no 600 per day 600 450
6 Ordinary labour Local carriage, sundries, T & P 1 LS 550 per day 275 275
Sub-Total 4223.4
Contractor's Profit 10% 0.1 422.34
Contractor's Overhead Expenses 3.5% 0.035 147.82
Total 4793.56
Add VAT with adjustment factor. 1.08108 7.5% 0.075 388.67
Grand Total 5182.23
Rate per rft 51.82
Rate per rm 170.02
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