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23.6 25mm thick cast-in-situ ferrocement wall with minimum cement content relates to mix ratio 1:2, cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type–1, and best quality coarse sand (F.M. 2.2) M.S. rod fabrication in accordance with BDS, ISO 6935-2:2006 straighting and cleaning rust if any, bending and binding in position with supply of 8 mm dia M.S. rod 250 mm c/c vertically, 6 mm dia 250 mm c/c horizontally, 24 nos G.I. wire splices laps etc. 2 layers of 20 BWG galvanized wire mesh having minimum yield strength fy=450 Mpa & 2 mesh per 25 mm, casting and finishing the both surfaces with cement sand (F.M.-1.2) mortar (1:3) and curing at least for 21 days, including the cost of water, electricity and other charges in all complete as per drawing, design and accepted by the Engineer-in-charge.

Considering 100 sft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 Sand (F.M. 1.2) Sand (F.M. 1.2) 4 cft 1900 per % cft 19 76
2 Sand (F.M. 2.2) Sand (F.M. 2.2) 10 cft 5380 per % cft 53.8 538
3 Ordinary Portland Cement, BDS-EN - 197-1-CEM-I ,52.5N (52.5MPa) / ASTM C-150 Type-I, 50 kg bag Cement 4 bags 440 per bag 440 1760
4 20 mesh 24 BWG wire mesh 20 BWG galvanized wire mesh 2 mesh per 25mm 210 sft 25 per sft 25 5250
5 Grade 400/420(400Mpa / 400N/mm2 ≈ 60900psi/ 60 Grade), BDS-6935-2006, B400: and ratio fy to fu => 1.25 M.S. rod (fy = 400 Mpa) 8mm/6mm 25 kg 72000 per M. ton 72 1800
6 G.I. wire 24 No. G.I. Wire 1 kg 120 per kg 120 120
8 Mason / Mosaic mistry Mason 2 nos 700 per day 700 1400
9 Rod binder Rod binder 1 no 700 per day 700 700
10 Skilled labour Helper to rod binder 2 nos 600 per day 600 1200
11 Skilled labour Skilled Labour 2 nos 600 per day 600 1200
12 Ordinary labour Ordinary labour 1 nos 550 per day 550 550
13 Ordinary labour Ordinary Labour for 7 days curing 0.875 no 550 per day 550 481.25
14 Ordinary labour Local Carriage, Sundries, T & P, water etc. (1/5 time of ordinary labour) 0.2 no 550 per day 550 110
7 Drill bit/Drill machine charge LS 100
Sub-Total 15285.25
Contractor's Profit 10% 0.1 1528.53
Contractor's Overhead Expenses 3.5% 0.035 534.98
Total 17348.76
Add VAT with adjustment factor. 1.08108 7.5% 0.075 1406.65
Grand Total 18755.41
Rate per sft 187.55
Rate per sqm 2018.79
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