Item 26.79.2
Considering 1 No. septic tank
1. Earth-work:
1 x 20-5" x 8'-10" x 6'-0" = 1081.85 cft. @ 1412.5 Per % 0 cft. = 1528.11
2. Brick-flat soling
1 x 19'-11" x 8'-4" = 165.93 sft. @ 1830 Per % sft. = 3036.52
3. 6" R. C.C. (1:2:4) on soling:
1 x 19'-11" x 8'-4" x 0'-6" = 82.97 cft. @ 13390.5 Per % cft. = 11110.1
4. 5" thick R.C.C.(1:2"4) lining
2 x (18'-3" + 4'-2") x 7'-0" x 5" = 131.83 cft. @ 13390.5 Per % cft. = 17652.7
5. Tie beam (1:2:4)
1 x 9" x 9" x 5'-2" = 2.91 cft @ 13390.5 Per % cft. = 389.66
6. R.C.C. in roof slab
1 x 19' - 11" x 6' - 8" x 4" = 43.85 cft. @ 13390.5 Per % cft. = 5871.73
7. Formwork 145 sft. @ 24.62 Per sft. = 3569.9
8. Brick-work (1:6):
2 x 19'-11" x 2'-0" x 10" = 66.13 cft.
2 x 19'-11" x 1'-0" x 5" = 16.73 cft.
2 x (19'-11" + 5'-0") x 6'-8" = 332.43 cft.
Total = 415.29 cft. @ 8664.25 Per % cft. = 35981.76
9. 5" thick brick-work (1:6)
4'-2" x 4'-5" = 18.43 sft.
4'-2" x 5'-2" = 21.56 sft.
39.99 sft. @ 4235.25 Per % sft. = 1693.68
10. 12 mm plaster with n.c.f.:
Floor: 1 x 17' - 5" x 4' - 2" = 72.64 sft.
Walls: 2 x (17' - 5" + 4'-1") x 6' - 7.5" = 284.66 sft.
Tie: 1 x 4' -0" x 2' - 7" = 8.68 sft.
Outside: 2 x (19'-11" + 6'-8") x 1'-6" = 79.74 sft.
445.72 sft. @ 1358 Per % sft. = 6052.88
11. RCC Tees 2 Nos. @ 381 each = 762
12. 40 grade re-inforcement & fabrication 883 Ibs. @ 31.82 Per Ibs. = 28097.06
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. = 600
Total = 118035.1
Profit 0.1 = 11803.51
Overhead 0.035 = 4131.23
= 133969.84
Add VAT with adjustment factor 1.04712 0.045 = 6312.71
Grand total = 140282.55
Rate per No. = 140282.55
Say, 140283 .00 each
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