Break Up Details (Don's use Rate, its PWD rate 2008)

Shore protection during earthwork in excavation for foundation: depth beyond 1.5 m
Considering: 2 x 22'-0" x 8'-0"= 352 sft.
2 x 12'-0" x 8'-0"= 192 sft.
544 sft. Area
1. Palisading 544 sft. @ 32.6 Per sft. = 17734.4
2. Ballah driving for anchoring:
2 x 5 x 12'-0"= 120 rft.
2 x 1 x 12'-0"= 24 rft.
144 rft. @ 50 Per rft. = 7200
3. Ballah post for tieing:
2 x 5 x 5'-0"= 50 rft.
2 x 1 x 5'-0"= 10 rft.
60 rft. @ 50 Per rft. = 3000
4. 3/8" dia M.S. rod for anchoring ballah post:
2 x 5 x 5'-0"= 50 rft.
2 x 1 x 5'-0"= 10 rft.
60 rft.
= 22.56 Ibs @ 29.02 Per Ib. = 654.69
(a) Skilled labour 3 Nos. @ 200 each = 600
(b) Head mason 1 Nos. @ 350 each = 350
6. Plank: 2 x 11 x 4" x 2" x 8'-6" = 10.39 cft.
2 x 5 x 4" x 2" x 8'-6" = 4.72 cft.
= 15.1 cft.
Add wastage 5% 0.8 cft.
15.9 cft. @ 350 Per cft.
Using 6 times = 927.5
7. Ballah for runner
2 x 3 x 22'-0"= 132 rft.
2 x 3 x 12'-0"= 72 rft.
204 rft. @ 50 Per rft.
Using 6 times = 1700
8. Nails, gazals etc. L.S. 18 kg @ 70 Per kg = 1260
Sub-total = 33426.59
Less salvaged value of ballaha, wooden plank, M.S. rod etc. L.S. = 4550
Total = 28876.59
Profit 0.1 = 2887.66
Overhead 0.035 = 1010.68
32774.93
Add VAT with adjustment factor 1.04712 0.045 = 1544.37
Grand total = 34319.3
Rate per sft. = 63.09
Rate per sqm. = 679.1
Say, 679 .00 Per sqm.