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 14'-0" x 8'-10" x 5'-5" = 670.02 cft | 670.02 | cft | 4979.17 | % 0 cft | 4.98 | 3336.7 | |
| 2 | One layer brick-flat soling Brick-flat soling 1 x 13'-6" x 8'-4" = 112.46 sft | 112.46 | sft | 36.19 | % sft | 0.36 | 40.49 | |
| 3 | Concrete for slab (1:2:4) 6" R. C.C. (1:2:4) on soling: 1 x 13'-6" x 8'-4" x 0'-6" = 56.23 cft | 56.23 | cft | 20355.5 | % cft | 203.56 | 11446.18 | |
| 4 | Concrete for slab (1:2:4) 5" thick R.C.C.(1:2"4) lining 2 (11'-10" + 4' - 2") x 6' - 4" x 5" = 85.08 cft | 85.08 | cft | 20355.5 | % cft | 203.56 | 17318.88 | |
| 5 | Concrete for slab (1:2:4) Tie beam (1:2:4) 1 x 9" x 9" x 4'-2" = 2.35 cft | 2.35 | cft | 20355.5 | % cft | 203.56 | 478.37 | |
| 6 | Concrete for slab (1:2:4) R.C.C. in roof slab 1 x 13' - 6" x 6' - 8" x 4" = 29.71 cft | 29.71 | cft | 20355.5 | % cft | 203.56 | 6047.77 | |
| 7 | Brick work (1:6) in foundation Brick-work (1:6): 2 x 13'-6" x 2'-0" x 10" = 44.82 cft 2 x 13'-6" x 1'-0" x 5" = 11.34 cft 2 x (13'-6" + 5'-0") x 5'-4" x 10" = 163.6843 cft 1x 5'-10" x 1'-6" x 10" = 7.26 cft Total = 227.1043 cft | 227.1043 | cft | 17397.25 | % cft | 173.97 | 39509.34 | |
| 8 | 5" / 125 mm brickwork (1:6) 5" thick brick-work (1:6) 4'-2" x 4'-1" = 17.01 sft 4'-2" x 4'-10" = 20.14 sft = 37.15 sft | 37.15 | sft | 8794.75 | % sft | 87.95 | 3267.34 | |
| 9 | 1/2 " thick plaster (1:4) with N.C.F. 12 mm plaster with n.c.f.: Floor: 1 x 11' - 0" x 4' - 2" = 45.87 sft Walls: 2 x (11' - 0" + 4'-1") x 6' - 3.5" = 189.71 sft Tie: 1 x 2' - 7" x 4' - 2" = 10.76 sft Outside: 2 x (13'-6" + 6'-8") x 1'-6" = 60.51 sft = 306.85 sft | 306.85 | sft | 28.39 | sft | 0.28 | 85.92 | |
| 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 | 587 | lbs | 65000 | per M. ton | 29.48 | 17304.76 | |
| 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. | 3 | nos | 910 | each | 910 | 2730 | |
| 13 | Side filling, dressing, inside cleaning etc. | LS | 1120 | |||||
| Sub-Total | 103585.75 | |||||||
| Contractor's Profit | 10% | 0.1 | 10358.58 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 3625.5 | |||||
| Total | 117569.83 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 9532.68 | ||||
| Grand Total | 127102.51 | |||||||
| Rate per no | 127103 | |||||||
| Rate per each | 127103 | |||||||
