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

Manufacturing, supplying, fitting and fixing of ordinary type M.S. gate (double leaf) with 1 x 1/4"
F.I. bar, M.S. plate and 1.5" x 1.5" x 1/4" angle outer frame (without pocket gate)
excluding cost of paint.
Considering 1 No. of gate
Considering 10'-0" x 6'-8"= 66.67 sft. in two parts
(a) Cost of materials
(i) 1.5" x 1.5" x 1/4" angle for frame: @ 2.34 Ibs per rft.
2 x 2 x 6'-8"= 26.7 rft.
2 x 4 x 5'-0"= 40 rft.
66.7 rft.
Add wastage 5%= 3.34 rft.
= 70.04 rft.
= 163.89 Ibs. @ 29.48 Per Ib. = 4831.48
(ii) 1.5" x 1/4" M.S. flat bar: @ 1.28 Ibs per rft.
2 x 5'-0"= 10 rft.
2 x 3'-4"= 6.7 rft.
2 x 2 x 4'-8.5" 18.8 rft.
35.5 rft.
Add wastage 5%= 1.775 rft.
= 37.28 rft.
= 47.72 Ibs. @ 26.76 Per Ib. = 1276.99
(iii) 2" x 1/4" F.I. bar for rails: @ 1.7 Ibs per rft.
2 x 3.142 x 10'-0"/4= 15.71 rft.
Add wastage 5%= 0.79 rft.
16.5 rft.
= 28.05 Ibs. @ 26.76 Per Ib = 750.62
(iv) 1" x 1/4" F.I. bar : 0.85 Ib per rft.
2 x 2 x 9 x 1'-8"= 60.12 rft.
Add wastage 5%= 3.01 rft.
= 63.13 rft.
= 53.66 Ibs. @ 26.76 Per Ib. = 1435.94
(v) 1/8" thick M.S. plate: @ 5.10 lbs per sft.
4 x 1'-0" x 1'-0"= 4 sft.
Add wastage 5%= 0.2 sft.
= 4.2 sft.
= 21.42 Ibs. @ 38.55 Per Ib. = 825.74
(vi) 1/4" thick M.S. plate as gusset plate
2 x 0-6" x 0'-6"= 0.5 sft.
Add wastage 5%= 0.03 sft.
= 0.53 sft.
= 5.41 Ibs. @ 38.55 Per Ib. = 208.56
(vii) 18 BWG M.S. plate: @ 2.04 Ibs per sft.
2 x 5'-0" x 3'-4"= 33.3 sft.
Add wastage 5%= 1.67 sft.
= 34.97 sft.
= 71.3388 Ibs. @ 38.55 Per Ib. = 2750.11
(b) Fittings and consumables
(i) Locking arrangement 2 Nos. @ 160 each = 320
(ii) 1.5" dia heavy duty wheel 2 Nos. @ 120 each = 240
(iii) Clamp with huskel dumney 6 Nos. @ 95 each = 570
(iv) Clamp for rails 16 Nos. @ 22 each = 352
(v) Electrodes 160 Pc. @ 6 each = 960
(c) Making steel gate in work-shop
(i) Welder / fabricator 6 Nos. @ 300 each = 1800
(ii) Helper 6 Nos. @ 200 each = 1200
(iii) Ordinary labour 6 Nos. @ 150 each = 900
(d) Carrying materials to work-shop & gate to site L.S. = 225
Sub-total = 18646.44
(e) Work-shop charges 0.1 = 1864.64
Total = 20511.08
(f) Ancillary work for fitting-fixing the gate:
(i) Making holes 6 Nos. @ 8.33 each = 49.98
(ii) Plain concrete: (1:2:4)
6 x 10" x 6" x 6"= 1.25 cft.
16'-0" x 6" x 4"= 2.67 cft.
2 x 4 x 6" x 4"= 1.33 cft.
5.25 cft. @ 13165.17 Per % cft. = 691.17
(g) Labour charge for hoisting the gate in position
(i) Mason 1 No. @ 250 each = 250
(ii) Mason helper 2 No. @ 200 each = 400
(iii) Ordinary labour 1 No. @ 150 each = 150
Total = 22052.23
Profit 0.1 = 2205.22
Overhead 0.035 = 771.83
= 25029.28
Add VAT with adjustment factor 1.04712 0.045 = 1179.39
Grand total = 26208.67
Rate per sft. = 393.11
Rate per sqm. = 4231.44
Say, 4231 .00 Per sqm.