Item 26.79.4
Considering 1 No. septic tank
1. Earth-work:
1 x 12'-0" x 7'-2" x 6'-1.5" = 526.56 cft. @ 1412.5 Per % 0 cft. = 743.77
2. Brick-flat soling
1 x 11'-6" x 6'-8" = 76.71 sft. @ 1830 Per % sft. = 1403.79
3. 6" R. C.C. (1:2:4) on soling:
1 x 11'-6" x 6'-8" x 0'-6" = 37.38 cft. @ 13390.5 Per % cft. = 5005.37
4. 5" thick R.C.C.(1:2"4) lining
2 (9'-10" + 2' - 6") x 5' - 8" x 5" = 58.73 cft. @ 13390.5 Per % cft. = 7864.24
5. Tie beam (1:2:4)
1 x 9" x 9" x 3'-6" = 1.97 cft @ 13390.5 Per % cft. = 263.79
6. R.C.C. in roof slab
1 x 11' - 6" x 5' - 0" x 4" = 18.98 cft. @ 13390.5 Per % cft. = 2541.52
7. Formwork 70 sft. @ 24.62 Per sft. = 1723.4
8. 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.
Total = 185.92 cft. @ 8664.25 Per % cft. = 16108.57
9. 5" thick brick-work (1:6)
1 x 2' - 6" x 3'-5" = 8.55 sft. @ 4235.25 Per % sft. = 362.11
10. 12 mm plaster with n.c.f.:
Floor: 1 x 9' - 0" x 2' - 6" = 22.5 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" = 49.5 sft.
203.89 sft. @ 1358 Per % sft. = 2768.83
11. RCC Tees 2 Nos. @ 381 each = 762
12. 40 grade re-inforcement & fabrication 432 Ibs. @ 31.82 Per Ibs. = 13746.24
13. 18" dia water sealed heavy type C.I. man-hole cover with locking
arrangement in/c making holes. 2 Nos. @ 563 each = 1126
14. Side filling, dressing, inside cleaning etc. L.S. = 450
Total = 54869.63
Profit 0.1 = 5486.96
Overhead 0.035 = 1920.44
= 62277.03
Add VAT with adjustment factor 1.04712 0.045 = 2934.52
Grand total = 65211.55
Rate per No. = 65211.55
Say, 65212 .00 each
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