Considering 100 sft of work
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | Sand (F.M. 1.2) Sand (F.M. 1.2) | 5 | cft | 1900 | per % cft | 19 | 95 | |
| 2 | Sand (F.M. 2.2) Sand (F.M. 2.2) | 16.67 | cft | 5380 | per % cft | 53.8 | 896.85 | |
| 3 | Ordinary Portland Cement, BDS-EN - 197-1-CEM-I ,52.5N (52.5MPa) / ASTM C-150 Type-I, 50 kg bag Cement | 6.67 | bags | 440 | per bag | 440 | 2934.8 | |
| 4 | Grade 400/420(400Mpa / 400N/mm2 ≈ 60900psi/ 60 Grade), BDS-6935-2006, B400: and ratio fy to fu => 1.25 6mm dia M.S. rod | 25 | kg | 72000 | per M. ton | 72 | 1800 | |
| 5 | EPS sheet (62mm thick) density 15 kg per cum 2½" EPS (density 15 x kg/m3) | 21 | cft | 100 | per cft | 100 | 2100 | |
| 6 | 20 mesh 24 BWG wire mesh 20 BWG galvanized (2 mesh per 25mm) | 210 | sft | 25 | per sft | 25 | 5250 | |
| 7 | G.I. wire G.I. wire | 1 | kg | 120 | per kg | 120 | 120 | |
| 9 | Mason / Mosaic mistry Mason | 2 | nos | 700 | per day | 700 | 1400 | |
| 10 | Rod binder Rod binder | 1 | no | 700 | per day | 700 | 700 | |
| 11 | Skilled labour Skilled Labour | 2 | no | 600 | per day | 600 | 1200 | |
| 12 | Skilled labour Helper to rod binder | 1 | no | 600 | per day | 600 | 600 | |
| 13 | Ordinary labour Ordinary labour | 0.75 | no | 550 | per day | 550 | 412.5 | |
| 14 | Ordinary labour Ordinary Labour for 7 days curing | 0.875 | no | 550 | per day | 550 | 481.25 | |
| 15 | Ordinary labour Local carriages, storage & sundries etc. | 0.24 | no | 550 | per day | 550 | 132 | |
| 8 | Drill Bit/ Drill Machine Charge | LS | 50 | |||||
| Sub-Total | 18172.4 | |||||||
| Contractor's Profit | 10% | 0.1 | 1817.24 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 636.03 | |||||
| Total | 20625.67 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 1672.35 | ||||
| Grand Total | 22298.02 | |||||||
| Rate per sft | 222.98 | |||||||
| Rate per sqm | 2400.16 | |||||||