Item 26.79.5
Considering 1 No. septic tank
1. Earth-work:
1 x 11'-0" x 7'-2" x 6'-1.5" = 482.68 cft. @ 1412.5 Per % 0 cft. = 681.79
2. Brick-flat soling
1 x 10'-6" x 6'-6" = 68.25 sft. @ 1830 Per % sft. = 1248.98
3. 6" R. C.C. (1:2:4) on soling:
1 x 10'-6" x 6'-6" x 0'-6" = 34.13 cft. @ 13390.5 Per % cft. = 4570.18
4. 5" thick R.C.C.(1:2:4) lining
2 x (8'-10" + 2'-6") x 5' - 8" x 5" = 53.96 cft. @ 13390.5 Per % cft. = 7225.51
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 10' - 6" x 6' - 8" x 4" = 23.11 cft. @ 13390.5 Per % cft. = 3094.54
7. Formwork 80 sft. @ 24.62 Per sft. = 1969.6
8. Brick-work (1:6):
2 x 10'-6" x 2'-0" x 10" = 34.86 cft.
2 x 10'-6" x 1'-0" x 5" = 8.82 cft.
2 x (10'-6" + 3' - 2") x 5'-8" x 10" = 128.66 cft.
Total = 172.34 cft. @ 8664.25 Per % cft. = 14931.97
9' 5" thick brick-work (1:6)
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 8' - 0" x 2' - 6" = 20 sft.
Walls: 2 x (8' - 0" + 2'-5") x 5' - 8" = 118.16 sft.
Tie: 1 x 2' - 7" x 2' - 5" = 6.24 sft.
Outside: 2 x (10'-6" + 5'-0") x 1'-6" = 46.5 sft.
190.9 sft. @ 1358 Per % sft. = 2592.42
11. RCC Tees 2 Nos. @ 381 each = 762
12. 40 grade re-inforcement & fabrication 389 Ibs. @ 31.82 Per Ibs. = 12377.98
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. = 375
Total = 51581.87
Profit 0.1 = 5158.19
Overhead 0.035 = 1805.37
= 58545.43
Add VAT with adjustment factor 1.04712 0.045 = 2758.68
Grand total = 61304.11
Rate per No. = 61304.11
Say, 61304 .00 each
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