Item 26.75.4
Considering 1 No. pit
1. Earth-work:
1 x 2'-3" x 4'-0" x 3'-0"= 27.96 cft. @ 1412.5 Per % 0 cft. = 39.49
2. Brick-flat soling:
1 x 3'-8" x 2'-6"= 9.175 sft. @ 1830 Per % sft. = 167.9
3. C.C. (1:3:6) on soling:
1 x 1'-6" x 2'-0" x 0'-3"= 0.94 cft. @ 11182.5 Per % cft. = 105.12
4. C.C. (1:3:6) for channel making:
1 x 1'-6" x 2'-6" x 0'-4"= 1.24 cft. @ 11182.5 Per % cft. = 138.66
5. Brick-work (1:6):
2 x 1'-8" x 2'-2" x 0'-10"= 6.02 cft.
1 x 3' - 8" x 2' - 2" x 10" = 6.61 cft.
12.63 cft. @ 8664.25 Per % cft. = 1094.29
6. 12 mm plaster with n.c.f.:
(2' - 0" + 1' - 8" + 1' - 8") x 2' - 2" = 11.5661 sft.
(2' - 6" + 2' - 6" + 3' - 8") x 1' - 0" = 8.67 sft.
1' - 6" x 2' - 6" = 3.75 sft.
23.99 sft. @ 1358 Per % sft. = 325.78
7. Extra labour for making channel & back-fill to side:
(a) Plumber 0.125 No. @ 300 each = 37.5
(b) Skilled labour 0.125 No. @ 200 each = 25
(c) Ordinary labour 0.125 No. @ 150 each = 18.75
8. Reinforcement: 3/8" dia M.S. rod
4 x 2' -6" x 0.375 Ibs/rft. = 3.75 Ibs
4 x 3' - 8" x 0.375Ib/rft = 5.505 Ibs
9.255 Ibs @ 31.82 Per Ibs. = 294.49
Total = 2246.98
Profit 0.1 = 224.7
Overhead 0.035 = 78.64
= 2550.32
Add VAT with adjustment factor 1.04712 0.045 = 120.17
Grand total = 2670.49
Rate per No. = 2670.49
Say, 2670 .00 each
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