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19.2.1 Supplying, fitting, fixing, and installation of ordinary type M.S. gate (double leaf) of any design and shape with 38 mm x 38 mm x 6 mm M.S. Angle outer frame having 16 mm dia M.S. rod placed vertically @ 75 mm c/c. at bottom part and top part (200 mm long arrows) and also placed horizontally at bottom for interconnection of 16 mm dia M.S. rod placed vertically as per design, the top part covered with 18 BWG M.S. sheet and fixed with 4 nos. 38 mm x 6 mm F.I. bars placed diagonally and 4 Nos. 38 mm x 6 mm F.I. bars placed horizontally and vertically all passing through the center, providing locking arrangements on 3 mm thick M.S. plate one for main gate and one for minimum 600 mm x 1025 mm pocket gate with 38 mm x 38 mm x 6 mm M.S. angle and 16 mm dia M.S. rod placed vertically @ 75 mm c/c, providing 38 mm x 38 mm x 6 mm M.S. angle clamps fitted and fixed with the outer frame of the main gate, the clamp being embedded in R.C.C. or R.C.C. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages, finishing, curing etc. including riveting, welding as and where necessary, painting two coats with approved quality of synthetic enamel paint over a coat of priming of anti-corrosive paint etc. all complete as per drawing, design and accepted by the Engineer-in-charge. (Rate is excluding the cost of paint).

Considering 1 No. of gate Considering 10'-0" x 6'-8"= 66.67 sft in two parts

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 M.S. angle, T and Z-section, Channel etc. 1.5" x 1.5" x 1/4" angle for frame: @ 2.34 Ibs per rft 2 x 2 x 6'-0"= 24.0 rft 2 x 3 x 5'-0"= 30.0 rft 1 x 3'-6"= 3.5 rft 2 x 2'-0"= 4.0 rft 2 x 3-6"= 7.0 rft 68.5 rft+ Add wastage 5%= 3.425rft =71.93rft=168.32Ibs 168.32 lbs 70000 per M. ton 31.75 5344.16
2 M.S. plain bar and F.I. bar (non-structural use) 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"= 5.00 rft 2 x 5'-0"= 10.00 rft = 37.32 rft Add wastage 5%= 1.866 rft = 39.19 rft = 50.16 Ibs 50.16 lbs 70000 per M. ton 31.75 1592.58
3 M.S. plain bar and F.I. bar (non-structural use) 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 16.50 rft = 28.05 Ibs 28.05 lbs 70000 per M. ton 31.75 890.59
4 M.S. plain bar and F.I. bar (non-structural use) 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"= 133.00 rft 2 x 38 x 0'-3"= 19.00 rft 180.14 rft Add wastage 5%= 9.01 rft = 189.15 rft = 197.28 Ibs 197.28 lbs 70000 per M. ton 31.75 6263.64
5 18/20/22 BWG MS Sheet/plate 1/8" thick M.S. plate: @ 5.10 lbs per sft 2 x 2 x 1'-0" x 1'-0"= 4.00 sft 2 x 1'-0" x 6" = 1 sft 5.00 sft Add wastage 5%= 0.25 sft = 5.25 sft = 26.78 Ibs 26.78 lbs 77000 per M. ton 34.92 935.16
6 18/20/22 BWG MS Sheet/plate 1/4" thick M.S. plate: @ 10.2 Ibs per sft 2 x 0-6" x 0'-6"= 0.50 sft Add wastage 5%= 0.03 sft = 0.53 sft = 5.41 Ibs 5.41 lbs 77000 per M. ton 34.92 188.92
7 18/20/22 BWG MS Sheet/plate 18 BWG M.S. plate: 2.04 Ibs per sft 2 x 5'-0" x 2'-6"= 25.00 sft Add wastage 5%= 1.25 sft = 26.25 sft = 53.55 Ibs 53.55 lbs 77000 per M. ton 34.92 1869.97
8 125 mm M.S. hinges Hinges for pocket gate: (125 mm) 2 nos 70 each 70 140
9 38 mm dia heavy type gate wheel 1.5" dia heavy duty wheel 2 nos 160 each 160 320
10 Heavy duty gate locking arrangement Locking arrangement 3 nos 280 each 280 840
11 Clamp with huskel dumney Clamp with huskel dumney 6 nos 145 each 145 870
12 150 mm long clamp Clamp for rails 16 nos 37 each 37 592
13 Electrodes including electricity Electrodes 150 pc 10 each 10 1500
14 Welder Welder / fabricator 6 nos 700 per day 700 4200
15 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Helper 6 nos 550 per day 550 3300
16 Ordinary labour Carrying materials to work-shop & gate to site 1 LS 550 per day 550 550
17 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Making holes 6 nos 550 per day 22.92 137.52
18 Plain concrete (1:2:4) with brick chips Plain concrete: (1:2:4) 6 x 10" x 6" x 6"= 1.25 cft 16'-0" x 6" x 4"= 2.67 cft = 3.92 cft 3.92 cft 20151.67 % cft 201.52 789.96
19 Mason / Mosaic mistry Mason 1 no 700 per day 700 700
20 Skilled labour Mason helper 1 nos 600 per day 600 600
21 Ordinary labour Ordinary labour 1 no 550 per day 550 550
22 Workshop Charge 19.2.1 Workshop charge 1 - 29395.3 Unit 1469.77 1469.77
Sub-Total 33644.27
Contractor's Profit 10% 0.1 3364.43
Contractor's Overhead Expenses 3.5% 0.035 1177.55
Total 38186.25
Add VAT with adjustment factor. 1.08108 7.5% 0.075 3096.18
Grand Total 41282.43
Rate per sft 619.2
Rate per sqm 6665.07
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