Item 26.79.6
Considering 1 No. septic tank
1. Earth-work:
1 x 9'-0" x 5'-6" x 4'-9" = 235.13 cft. @ 1412.5 Per % 0 cft. = 332.12
2. Brick-flat soling:
1 x 8'-6" x 5'-0" = 42.5 sft. @ 1830 Per % sft. = 777.75
3. 6" R. C.C. (1:2:4) on soling:
1 x 8'-6" x 5'-0" x 0'-6" = 21.25 cft. @ 13390.5 Per % cft. = 2845.48
4. 5" thick R.C.C.(1:2:4) lining
2 x 6'-0" x 4' - 0" x 5" = 20.16 cft.
2 x 2'-6" x 4' - 3.5" x 5" = 9.01 cft.
29.17 cft. @ 13390.5 Per % cft. = 3906.01
5. Tie beam (1:2"4)
1 x 9" x 9" x 3'-0" = 1.69 cft @ 13390.5 Per % cft. = 226.3
6. R.C.C. in roof slab
1 x 8' - 6" x 5' - 0" x 4" = 14.03 cft. @ 13390.5 Per % cft. = 1878.69
7. Formwork 52 sft. @ 24.62 Per sft. = 1280.24
8. 10" thick Brick-work (1:6):
2 x 8'-6" x 4'-0" x 0'-10" = 56.44 cft.
2 x 3'-4" x 4'-0" x 0'-10" = 22.11 cft.
Total = 78.55 cft. @ 8664.25 Per % cft. = 6805.77
9. 5" thick brick-work (1:6)
1 x 1'-5" x 2'-6" = 3.55 sft. @ 4235.25 Per % sft. = 150.35
10. 12 mm thic plaster with n.c.f.:
Floor: 1 x 6' - 0" x 2' - 6" = 15 sft.
Walls: 2 x 5' - 11" x 4' - 0" = 47.36 sft.
2 x 2' - 5" x 4' - 0" = 19.36 sft.
Tie: 1 x 2' - 7" x 2' - 5" = 6.24 sft.
Outside: 2 x (8'-6" + 5'-0") x 1'-6" = 40.5 sft.
128.46 sft. @ 1358 Per % sft. = 1744.49
11. RCC Tees 2 Nos. @ 381 each = 762
12. 40 grade re-inforcement & fabrication 249 Ibs. @ 31.82 Per Ibs. = 7923.18
13. 18" dia water sealed heavy type C.I. man-hole cover with locking
14. arrangement in/c making holes. 2 Nos. @ 563 each = 1126
Side filling, dressing, inside cleaning etc. L.S. = 375
Total = 30133.38
Profit 0.1 = 3013.34
Overhead 0.035 = 1054.67
= 34201.39
Add VAT with adjustment factor 1.04712 0.045 = 1611.58
Grand total = 35812.97
Rate per No. = 35812.97
Say, 35813 .00 each
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