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 5/8" dia
M.S. rod and 1.5" x 1.5" x 1/4" angle frame excluding cost of painting.
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'-0"= 24 rft.
2 x 3 x 5'-0"= 30 rft.
1 x 3'-6"= 3.5 rft.
2 x 2'-0"= 4 rft.
2 x 3-6"= 7 rft.
68.5 rft.
Add wastage 5%= 3.425 rft.
= 71.93 rft.
= 168.32 Ibs. @ 29.48 Per Ib. = 4962.07
(ii) 1.5" x 1/4" M.S. flat bar: @ 1.28 Ibs per rft.
2 x 2 x 5'-7"= 22.32 rft.
2 x 2'-6"= 5 rft.
2 x 5'-0"= 10 rft.
= 37.32 rft.
Add wastage 5%= 1.866 rft.
= 39.19 rft.
= 50.16 Ibs. @ 26.76 Per Ib. = 1342.28
(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) 5/8" M.S. rod: @ 1.043 Ibs per rft.:
2 x 21 x 0'-8"= 28.14 rft.
2 x 19 x 3'-6"= 133 rft.
2 x 38 x 0'-3"= 19 rft.
180.14 rft.
Add wastage 5%= 9.01 rft.
= 189.15 rft.
= 197.28 Ibs. @ 26.76 Per Ib. = 5279.21
(v) 1/8" thick M.S. plate: @ 5.10 lbs per sft.
2 x 2 x 1'-0" x 1'-0"= 4 sft.
2 x 1'-0" x 6" = 1 sft.
5 sft.
Add wastage 5%= 0.25 sft.
= 5.25 sft.
= 26.78 Ibs. @ 38.55 Per Ib. = 1032.37
(vi) 1/4" thick M.S. plate: @ 10.2 Ibs per sft.
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 2'-6"= 25 sft.
Add wastage 5%= 1.25 sft.
= 26.25 sft.
= 53.55 Ibs. @ 38.55 Per Ib. = 2064.35
(b) Fittings and consumables
(i) Hinges for pocket gate: 2 Nos. @ 22 each = 44
(ii) 1.5" dia heavy duty wheel 2 Nos. @ 120 each = 240
(iii) Locking arrangement 3 Nos. @ 160 each = 480
(iv) Clamp with huskel dumney 6 Nos. @ 95 each = 570
(v) Clamp for rails 16 Nos. @ 22 each = 352
(vi) Electrodes 200 Pc. @ 6 each = 1200
(c) Making steel gate in work-shop
(i) Welder / fabricator 6 Nos. @ 300 each = 1800
(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 = 22300.46
(e) Work-shop charges 0.1 = 2230.05
Total = 24530.51
(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 = 26071.66
Profit 0.1 = 2607.17
Overhead 0.035 = 912.51
= 29591.34
Add VAT with adjustment factor 1.04712 0.045 = 1394.36
Grand total = 30985.7
Rate per sft. = 464.76
Rate per sqm. = 5002.68
Say, 5003 .00 Per sqm.