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20.3.2 With the provision of hand rail of size: 112 mm x 62 mm (finished)

Considering 1 No. of railing Clear G.I. pipe height 35.5" + embedded into RCC 6" Lenght of G.I. pipe = 3'-5.5" Railing Area = 9'-9" x 2'-11.5"= 28.84 sft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 13 mm/1/2" dia G.I. pipe 1/2" dia G.I. pipe of 2.65 mm thick 10 x 3'-5.5"= 34.58 rft Add wastage 5%= 1.73 rft = 36.31 rft 36.31 rft 61 per foot 61 2214.91
2 18/20/22 BWG MS Sheet/plate 2" x 2" x 1/4" thick M.S. plate: @ 10.21 lbs per rft 10 x 2" x 2"= 0.27 sft Add wastage 5%= 0.01 sft = 0.28 sft = 2.86 Ibs 2.86 lbs 77000 per M. ton 34.92 99.87
3 M.S. plain bar and F.I. bar (non-structural use) 1.5" x 1/4" M.S. F.I. bar: @ 1.28 Ibs per rft 1 x 9'-9"= 9.75 rft Add wastage 5%= 0.49 rft = 10.24 rft = 13.11 lbs 13.11 lbs 70000 per M. ton 31.75 416.24
4 Electrodes including electricity Electrodes with electricity: 80 nos 10 each 10 800
5 Welder Welder / fabricator 0.5 nos 700 per day 700 350
6 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Welder helper 1 nos 550 per day 550 550
7 Ordinary labour Ordinary labour 2 nos 550 per day 550 1100
9 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Labour charge for cutting 2" x 2" x 6" size grooves 10 nos 550 per day 18.33 183.3
10 Plain concrete (1:2:4) with brick chips CC (1:2:4): 10 x 2" x 2" x 6" = 0.14 cft 0.14 cft 20151.67 % cft 201.52 28.21
11 Mason / Mosaic mistry Mason 0.25 no 700 per day 700 175
12 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Mason helper 0.5 no 550 per day 550 275
13 Ordinary labour Ordinary labour 0.5 no 550 per day 550 275
14 Welder Welder/fabricator 0.25 no 700 per day 700 175
15 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Welder helper 0.5 no 550 per day 550 275
16 Workshop Charges 20.3.2 Workshop charges 1 - 5980.97 Unit 299.05 299.05
8 Carrying of materials to work-shop and fabricated materials to site: LS 450
Sub-Total 7666.58
Contractor's Profit 10% 0.1 766.66
Contractor's Overhead Expenses 3.5% 0.035 268.33
Total 8701.57
Add VAT with adjustment factor. 1.08108 7.5% 0.075 705.53
Grand Total 9407.1
Rate per sft 326.18
Rate per sqm 3511
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