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 1.5" x 1.5" x 1/4" M.S. angle box and channel.
Considering 1 No. of gate
Considering 13'-8" x 5'-2"= 70.67 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 2 x 6'-10"= 54.64 rft.
2 x 3 x 2 x 5'-2"= 62.04 rft.
= 116.68 rft.
Add wastage 5%= 5.83 rft.
= 122.51 rft.
= 286.67 Ibs. @ 29.48 Per Ib. = 8451.03
(ii) 1" x 2" x 1" x 3/16" M.S. channel: @ 2.32 Ibs per rft.
Horizontal: 2 x 19 x 1'-3"= 47.5 rft.
450 inclined: 2 x 21 x 5'-2"(av)= 217.14 rft.
264.64 rft.
Add wastage 5%= 13.232 rft.
= 277.87 rft.
= 644.66 Ibs. @ 29.48 Per Ib. = 19004.58
(iii) 2" x 1/4" F.I. bar for rails: @ 1.7 Ibs per rft.
2 x 3.142 x 13'-8"/4= 21.46 rft.
Add wastage 5%= 1.07 rft.
22.53 rft.
= 38.3 Ibs. @ 26.76 Per Ib = 1024.91
(iv) 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
(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 8 Nos. @ 22 each = 176
(v) Electrodes 240 Pc. @ 6 each = 1440
(c) Making steel gate in work-shop
(i) Welder / fabricator 5 Nos. @ 300 each = 1500
(ii) Helper 5 Nos. @ 200 each = 1000
(iii) Ordinary labour 5 Nos. @ 150 each = 750
(d) Carrying materials to work-shop & gate to site L.S. = 225
Sub-total = 35527.26
(e) Work-shop charges 0.1 = 3552.73
Total = 39079.99
(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.
22'-0" x 6" x 4"= 3.67 cft.
2 x 4 x 6" x 4"= 1.33 cft.
6.25 cft. @ 13165.17 Per % cft. = 822.82
(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 = 40752.79
Profit 0.1 = 4075.28
Overhead 0.035 = 1426.35
= 46254.42
Add VAT with adjustment factor 1.04712 0.045 = 2179.53
Grand total = 48433.95
Rate per sft. = 685.35
Rate per sqm. = 7377.11
Say, 7377 .00 Per sqm.