Considering 100 cft of work (covering 400 sft area)
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | 12 mm (1/2") down grade stone chips Cost for concrete: Crushed stone chips | 83 | cft | 17840 | per % cft | 178.4 | 14807.2 | |
| 2 | Sand (F.M. 2.2) Sand (F.M. 2.2) | 41.5 | cft | 5380 | per % cft | 53.8 | 2232.7 | |
| 3 | Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement | 22 | bags | 410 | per bag | 410 | 9020 | |
| 4 | Ordinary labour Curing. | 1 | LS | 550 | per day | 275 | 275 | |
| 5 | Ordinary labour Mixture machine, pump, local carriage, sundries, T & P etc. | 1 | LS | 550 | per day | 907.5 | 907.5 | |
| 6 | Head mason / Mosaic head mistry Labour for casting 100 sft : Head mason | 0.25 | no | 800 | per day | 800 | 200 | |
| 7 | Mason / Mosaic mistry Mason | 0.5 | no | 700 | per day | 700 | 350 | |
| 8 | Ordinary labour Ordinary labour | 2 | nos | 550 | per day | 550 | 1100 | |
| 9 | Bitumenous coating (for damp proof course (D.P.C) Bitumenous coating | 100 | sft | 920 | per % sft | 9.2 | 920 | |
| 10 | Timber for formwork Cost of wood for side shutter (considering 10" width & 120 rft long wall): ((2x120'-0"x3"x1"=5cft + 25x1'-3"x2"x1"=0.43cft + 2x25x1'-0"x2"x1"=0.69cft)=6.12cft + Add 5% wastage 0.31cft)=6.43cft, Using 6 times | 6.43 | cft | 550 | per cft | 91.67 | 589.44 | |
| 11 | Placing and removing of shutter for formwork Labour for side shutter: 2 x 120'-0" x 3" = 60.00sft | 60 | sft | 18 | per sft | 18 | 1080 | |
| Sub-Total | 31481.84 | |||||||
| Contractor's Profit | 10% | 0.1 | 3148.18 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 1101.86 | |||||
| Total | 35731.88 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 2897.18 | ||||
| Grand Total | 38629.06 | |||||||
| Rate per sft | 96.57 | |||||||
| Rate per sqm | 1039.48 | |||||||