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 11'-0" x 7'-2" x 6'-1.5" = 482.68 cft | 482.68 | cft | 4979.17 | % 0 cft | 4.98 | 2403.75 | |
| 2 | One layer brick-flat soling Brick-flat soling 1 x 10'-6" x 6'-6" = 68.25 sft | 68.25 | sft | 36.19 | % sft | 0.36 | 24.57 | |
| 3 | Concrete for slab (1:2:4) 6" R. C.C. (1:2:4) on soling: 1 x 10'-6" x 6'-6" x 0'-6" = 34.13 cft | 34.13 | cft | 20355.5 | % cft | 203.56 | 6947.5 | |
| 4 | Concrete for slab (1:2:4) 5" thick R.C.C.(1:2:4) lining 2 x (8'-10" + 2'-6") x 5' - 8" x 5" = 53.96 cft | 53.96 | cft | 20355.5 | % cft | 203.56 | 10984.1 | |
| 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 10' - 6" x 6' - 8" x 4" = 23.11 cft | 23.11 | cft | 20355.5 | % cft | 203.56 | 4704.27 | |
| 7 | Brick work (1:6) in foundation Brick-work (1:6): 2 x 10'-6" x 2'-0" x 10" = 34.86 cft 2 x 10'-6" x 1'-0" x 5" = 8.82 cft 2 x (10'-6" + 3' - 2") x 5'-8" x 10" = 128.66 cft 1x 4'-2" x 1'-6" x 10" = 5.19 cft Total = 177.53 cft | 177.53 | cft | 17397.25 | % cft | 173.97 | 30884.89 | |
| 8 | 5" / 125 mm brickwork (1:6) 5" thick brick-work (1:6) 2'-6" x 3'-5" = 8.55 sft | 8.55 | sft | 8794.75 | % sft | 87.95 | 751.97 | |
| 9 | 1/2 " thick plaster (1:4) with N.C.F. 12 mm plaster with n.c.f.: Floor: 1 x 8' - 0" x 2' - 6" = 20.00 sft Walls: 2 x (8' - 0" + 2'-5") x 5' - 8" = 118.16 sft Tie: 1 x 2' - 7" x 2' - 5" = 6.24 sft Outside: 2 x (10'-6" + 5'-0") x 1'-6" = 46.50 sft = 190.90 sft | 190.9 | sft | 28.39 | sft | 0.28 | 53.45 | |
| 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 | 389 | lbs | 65000 | per M. ton | 29.48 | 11467.72 | |
| 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 | 72029.24 | |||||||
| Contractor's Profit | 10% | 0.1 | 7202.92 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 2521.02 | |||||
| Total | 81753.18 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 6628.63 | ||||
| Grand Total | 88381.81 | |||||||
| Rate per no | 88382 | |||||||
| Rate per each | 88382 | |||||||
