Item 26.79.3
Considering 1 No. septic tank
1. Earth-work:
1 x 14'-0" x 8'-10" x 6'-5" = 793.64 cft. @ 1412.5 Per % 0 cft. = 1121.02
2. Brick-flat soling
1 x 13'-6" x 8'-4" = 112.46 sft. @ 1830 Per % sft. = 2058.02
3. 6" R. C.C. (1:2:4) on soling:
1 x 13'-6" x 8'-4" x 0'-6" = 56.23 cft. @ 13390.5 Per % cft. = 7529.48
4. 5" thick R.C.C.(1:2"4) lining
2 (11'-10" + 4' - 2") x 6' - 4" x 5" = 85.08 cft. @ 13390.5 Per % cft. = 11392.64
5. Tie beam (1:2:4)
1 x 9" x 9" x 5'-0" = 2.81 cft @ 13390.5 Per % cft. = 376.27
6. R.C.C. in roof slab
1 x 13' - 6" x 6' - 8" x 4" = 29.71 cft. @ 13390.5 Per % cft. = 3978.32
7. Formwork 140 sft. @ 24.62 Per sft. = 3446.8
8. 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 6'-0" x 10" = 184.26 cft.
Total = 240.42 cft. @ 8664.25 Per % cft. = 20830.59
9. 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. @ 4235.25 Per % sft. = 1573.4
10. 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. @ 1358 Per % sft. = 4167.02
11. RCC Tees 2 Nos. @ 381 each = 762
12. 40 grade re-inforcement & fabrication 587 Ibs. @ 31.82 Per Ibs. = 18678.34
13. 18" dia water sealed heavy type C.I. man-hole cover with locking
arrangement in/c making holes. 3 Nos. @ 563 each = 1689
14. Side filling, dressing, inside cleaning etc. L.S. = 525
Total = 78127.9
Profit 0.1 = 7812.79
Overhead 0.035 = 2734.48
= 88675.17
Add VAT with adjustment factor 1.04712 0.045 = 4178.41
Grand total = 92853.58
Rate per No. = 92853.58
Say, 92854 .00 each
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