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 12'-0" x 7'-2" x 6'-1.5" = 526.56 cft | 526.56 | cft | 4979.17 | % 0 cft | 4.98 | 2622.27 | |
| 2 | One layer brick-flat soling Brick-flat soling 1 x 11'-6" x 6'-8" = 76.71 sft | 76.71 | sft | 36.19 | % sft | 0.36 | 27.62 | |
| 3 | Concrete for slab (1:2:4) 6" R. C.C. (1:2:4) on soling: 1 x 11'-6" x 6'-8" x 0'-6" = 37.38 cft | 37.38 | cft | 20355.5 | % cft | 203.56 | 7609.07 | |
| 4 | Concrete for slab (1:2:4) 5" thick R.C.C.(1:2"4) lining 2 (9'-10" + 2' - 6") x 5' - 8" x 5" = 58.73 cft | 58.73 | cft | 20355.5 | % cft | 203.56 | 11955.08 | |
| 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 11' - 6" x 5' - 0" x 4" = 18.98 cft | 18.98 | cft | 20355.5 | % cft | 203.56 | 3863.57 | |
| 7 | Brick work (1:6) in foundation Brick-work (1:6): 2 x 11' - 6" x 2'-0" x 10" = 38.18 cft 2 x 11' - 6" x 1'-0" x 5" = 9.66 cft 2 x (11' - 6" + 3' - 2") x 5' - 8" x 10" = 138.08 cft 1x 4'-2" x 1'-6" x 10" = 5.19 cft Total = 191.11 cft | 191.11 | cft | 17397.25 | % cft | 173.97 | 33247.41 | |
| 8 | 5" / 125 mm brickwork (1:6) 5" thick brick-work (1:6) 1 x 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 9' - 0" x 2' - 6" = 22.50 sft Walls: 2 x (9' - 0" + 2'-1") x 5' - 8" = 125.65 sft Tie: 1 x 2' - 7" x 2' - 5" = 6.24 sft Outside: 2 x (11'-6" + 5'-0") x 1'-6" = 49.50 sft = 203.89 sft | 203.89 | sft | 28.39 | sft | 0.28 | 57.09 | |
| 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 | 432 | lbs | 65000 | per M. ton | 29.48 | 12735.36 | |
| 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 | 960 | |||||
| Sub-Total | 76836.46 | |||||||
| Contractor's Profit | 10% | 0.1 | 7683.65 | |||||
| Contractor's Overhead Expenses | 3.5% | 0.035 | 2689.28 | |||||
| Total | 87209.39 | |||||||
| Add VAT with adjustment factor. | 1.08108 | 7.5% | 0.075 | 7071.02 | ||||
| Grand Total | 94280.41 | |||||||
| Rate per no | 94280 | |||||||
| Rate per each | 94280 | |||||||
