Considering 1 No. septic tank
| SL | Item Name | Quantity | Unit | Item Rate (Taka) | Item Unit | Unit Price (Taka) | Sub Total (Taka) | |
|---|---|---|---|---|---|---|---|---|
| 1 | Earthwork in excavation Earth-work: 1 x 9'-0" x 5'-6" x 4'-9" = 235.13 cft | 235.13 | cft | 4979.17 | % 0 cft | 4.98 | 1170.95 | |
| 2 | One layer brick-flat soling Brick-flat soling: 1 x 8'-6" x 5'-0" = 42.5 sft | 42.5 | sft | 36.19 | % sft | 0.36 | 15.3 | |
| 3 | Concrete for slab (1:2:4) 6" R. C.C. (1:2:4) on soling: 1 x 8'-6" x 5'-0" x 0'-6" = 21.25 cft | 21.25 | cft | 20355.5 | % cft | 203.56 | 4325.65 | |
| 4 | Concrete for slab (1:2:4) 5" thick R.C.C.(1:2:4) lining 2 x 6'-0" x 4' - 2" x 5" = 21.02 cft 2 x 3'-4" x 4' - 2" x 5" = 11.66 cft = 32.68 cft | 32.68 | cft | 20355.5 | % cft | 203.56 | 6652.34 | |
| 5 | Concrete for slab (1:2:4) Tie beam (1:2"4) 1 x 9" x 9" x 2'-6" = 1.41 cft | 1.41 | cft | 20355.5 | % cft | 203.56 | 287.02 | |
| 6 | Concrete for slab (1:2:4) R.C.C. in roof slab 1 x 8' - 6" x 5' - 0" x 4" = 14.03 cft | 14.03 | cft | 20355.5 | % cft | 203.56 | 2855.95 | |
| 7 | Brick work (1:6) in foundation 10" thick Brick-work (1:6): 2 x 8'-6" x 4'-2" x 0'-10" = 58.8387 cft 2 x 3'-4" x 4'-2" x 0'-10" = 23.05 cft 1x 5'-0" x 1'-6" x 10" = 6.23 cft Total = 88.1187 cft | 88.1187 | cft | 17397.25 | % cft | 173.97 | 15330.01 | |
| 8 | 5" / 125 mm brickwork (1:6) 5" thick brick-work (1:6) 1 x 1'-11" x 2'-6" = 4.80 sft | 4.8 | sft | 8794.75 | % sft | 87.95 | 422.16 | |
| 9 | 1/2 " thick plaster (1:4) with N.C.F. 12 mm thic plaster with n.c.f.: Floor: 1 x 6' - 0" x 2' - 6" = 15.00 sft Walls: 2 x 5' - 11" x 4' - 0" = 47.36 sft 2 x 2' - 5" x 4' - 0" = 19.36 sft Tie: 1 x 2' - 7" x 2' - 5" = 6.24 sft Outside: 2 x (8'-6" + 5'-0") x 1'-6" = 40.50 sft = 128.46 sft | 128.46 | sft | 28.39 | sft | 0.28 | 35.97 | |
| 10 | RCC tees RCC Tees | 2 | nos | 450 | each | 450 | 900 | |
| 11 | Grade 300(300Mpa / 300N/mm2 ≈ 43500psi/40 Grade): BDS- 6935-2006 - B300 and Ratio fy to fu =>1.25 re-inforcement & fabrication | 260 | lbs | 65000 | per M. ton | 29.48 | 7664.8 | |
| 12 | Water sealed heavy type 18" / 450 mm dia C.I. M.H. cover having locking arrangement 18" dia water sealed heavy type C.I. man-hole cover with locking arrangement in/c making holes. | 2 | nos | 910 | each | 910 | 1820 | |
| 13 | Side filling, dressing, inside cleaning etc. | LS | 800 | |||||
| Sub-Total | 42280.15 | |||||||
| Contractor's Profit | 10% | 0.1 | 4228.02 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 1479.81 | |||||
| Total | 47987.98 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 3890.91 | ||||
| Grand Total | 51878.89 | |||||||
| Rate per no | 51879 | |||||||
| Rate per each | 51879 | |||||||
