Considering : 3'-0"X6'-9" = 20.25 sft Chattogram Teak Wood With Brass Fittings
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | Chattogram teak A)Cost of materials,Ctg.Teak Wood,(Stile 2x7'x5''x1.75'' = 0.85cft + Top Rail 3'x6''x1.75''=0.22cft + Bottom Rail 3'x9''x1.75'' = 0.33cft + Lock Rail 30''x6''x1.75'' = 0.18cft + Upper & Bottom Part 2x4x7.5''x32.5''x1.75'' = 1.97cft ) Total = 3.55 cft | 3.55 | cft | 4400 | per cft | 4400 | 15620 | |
| 2 | Carpenter B)Cost of labour: i) Carpenter | 2 | nos | 700 | per day | 700 | 1400 | |
| 3 | Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator B)Cost of labour: ii) Carpenter helper | 4 | nos | 550 | per day | 550 | 2200 | |
| 4 | Carpenter B)Cost of labour: iii) Extra cost for design a) Carpenter | 1 | nos | 700 | per day | 700 | 700 | |
| 5 | Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator B)Cost of labour: iii) Extra cost for design b) Carpenter helper | 1 | nos | 550 | per day | 550 | 550 | |
| 6 | 250 mm long brass tower bolt C)Fitting : i) 10" long brass tower bolt | 1 | no | 400 | each | 400 | 400 | |
| 7 | 200 mm long brass socket bolt C)Fitting : ii) 8" long brass socket bolt | 1 | no | 300 | each | 300 | 300 | |
| 8 | 300 mm long brass hasp bolt C)Fitting : iii) Brass Hasp bolt | 1 | no | 380 | each | 380 | 380 | |
| 9 | 100 mm longs brass hinge C)Fitting : iv) 4" long brass hinges | 4 | nos | 150 | each | 150 | 600 | |
| 10 | 150 mm Brass handle C)Fitting : v) Brass Handle | 2 | nos | 100 | each | 100 | 200 | |
| 11 | Brass screw/38 mm screw C)Fitting : vi) Brass screws | 1 | dozen | 25 | per doz. | 25 | 25 | |
| 12 | Hinged cleats and buffer block C)Fitting : vii) Hinged cleat & buffer block | 1 | set | 62 | set | 62 | 62 | |
| 13 | Seasoning of timber in plant D. Seasoning of timber : (a) Seasoning charge: | 3.55 | cft | 165 | per cft | 165 | 585.75 | |
| 14 | Ordinary labour D. Seasoning of timber : (b) Labour for loading, unloading and carriage of timber at both ends (1 x 2) | 7.1 | cft | 550 | per day | 55 | 390.5 | |
| Sub-Total | 23413.25 | |||||||
| Contractor's Profit | 10% | 0.1 | 2341.33 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 819.46 | |||||
| Total | 26574.04 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 2154.65 | ||||
| Grand Total | 28728.69 | |||||||
| Rate per sft | 1418.72 | |||||||
| Rate per per sqm | 15271.1 | |||||||