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19.1.2.2 for S.S. Grade A201

Considering 1 No. collapsible gate Considering 8'-0" x 8'-0"= 64.00 sft in two parts

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 19 mm x 19 mm x 3 mm SS angle (grade A201) 3/4"x3/4"x1/8" SS angle: @ 0.585 Ibs per rft 2 x 12 x 2 x 8'-6"= 384 rft Add wastage 5%= 19.2 rft = 403.2 rft 403.2 rft 74 per foot 74 29836.8
2 19 mm x 3 mm SS flat bar (grade A201) 3/4"x1/8" S.S. flat bar diagonals at 3 levels of length 1'-0" to 2'-0": @ 0.32 Ibs per rft 2 x 9 x 2 x 3 x 2'-0"= 216.00 rft 2 x 2 x 2 x 3 x 1'-9"= 42.00 rft = 258.00 rft Add wastage 5%= 12.90 rft = 270.90 rft 270.9 rft 39 per foot 39 10565.1
3 50 mm x 6 mm SS flat bar (grade A201) 2" x 1/4" S.S. bar to make Tee (top & bottom rail) and locking arrangement: @ 1.70 Ibs per rft 4 x 8'-6"= 34 rft 2 x 2 x 0'-6"= 2 rft 36 rft Add wastage 5%= 1.8 rft = 37.8 rft = 64.25 Ibs = 29.142 kg 29.142 kg 174 per foot 174 5070.71
4 Rivet, washer, wire nails etc. Rivet and washer 3 kg 90 per kg 90 270
5 38 mm dia M.S. wheel for collapsible gate 1.5" dia S.S. wheel 6 nos 32 each 64 384
6 75 mm - 150 mm M.S. clamp S.S. clamp: 10 nos 32 each 64 640
7 Heavy duty gate locking arrangement Locking arrangement 2 nos 280 each 280 560
8 Heavy duty gate locking arrangement Handle with 5/8" dia S.S rod 4 nos 280 each 224 896
9 Electrodes including electricity Electrodes 70 pcs 10 each 10 700
10 Grease/lubricant etc. Greese 0.5 lbs 65 per Ib 65 32.5
12 Welder Welder/ fabricator 4.5 nos 700 per day 700 3150
13 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Helper to welder 4.5 nos 550 per day 550 2475
14 Ordinary labour Carrying cost: materials & finished gate. 1 LS 550 per day 550 550
15 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Making holes 14 nos 550 per day 27.5 385
16 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Making groove (channel) on floor: 1 x 8'-0"= 8.00 rft 8 rft 550 per day 27.5 220
17 Plain concrete (1:2:4) with brick chips Cost of CC (1:2:4): 14 x 6" x 4" x 4"= 1.00 cft (say) 1 cft 20151.67 % cft 201.52 201.52
18 1/2 " thick plaster (1:4) 1/2" thick plaster (1:4) 3 x 8'-0" x 1'-0"= 24.00 sft 24 sft 23.22 sft 23.22 557.28
19 1/2 " thick plaster (1:4) with N.C.F. Repairing floor and plaster with neat cement finish: 1 x 8'-0" x 1'-6"= 12.00 sft 12 sft 28.39 sft 28.39 340.68
20 Mason / Mosaic mistry Mason 0.5 no 700 per day 700 350
21 Skilled labour Skilled labour 0.5 no 600 per day 600 300
22 Workshop Charge 19.1.2.1 Workshop charge 1 - 72316.45 Unit 3615.82 3615.82
11 Polishing LS 500
Sub-Total 61600.41
Contractor's Profit 10% 0.1 6160.04
Contractor's Overhead Expenses 3.5% 0.035 2156.01
Total 69916.46
Add VAT with adjustment factor. 1.08108 7.5% 0.075 5668.9
Grand Total 75585.36
Rate per sft 1181.02
Rate per sqm 12712.5
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