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23.1.1 For ground floor, span up to 3810 mm for floor/roof slab.

Considering 100 sft of work

SL Item Name Quantity Unit Item Rate (Taka) Item Unit Unit Price (Taka) Sub Total (Taka)
1 12 mm (1/2") down grade stone chips Stone chips (12mm down well graded) 6.62 cft 17840 per % cft 178.4 1181.01
2 6 mm (1/4") down grade stone chips Stone chips (6mm down graded) 8.68 cft 15500 per % cft 155 1345.4
3 Sand (F.M. 1.2) Sand (F.M. 1.2) 0.5 cft 1900 per % cft 19 9.5
4 Sand (F.M. 2.2) Sand (FM. 2.2) 13.27 cft 5380 per % cft 53.8 713.93
5 Ordinary Portland Cement, BDS-EN - 197-1-CEM-I ,52.5N (52.5MPa) / ASTM C-150 Type-I, 50 kg bag Cement 6.4 bags 440 per bag 440 2816
6 Grade 400/420(400Mpa / 400N/mm2 ≈ 60900psi/ 60 Grade), BDS-6935-2006, B400: and ratio fy to fu => 1.25 MS rod (fy=400MPa) 12mm dia 33.34 kg 72000 per M. ton 72 2400.48
7 Grade 400/420(400Mpa / 400N/mm2 ≈ 60900psi/ 60 Grade), BDS-6935-2006, B400: and ratio fy to fu => 1.25 MS rod (fy=400MPa) 10mm dia 17.21 kg 72000 per M. ton 72 1239.12
8 Grade 400/420(400Mpa / 400N/mm2 ≈ 60900psi/ 60 Grade), BDS-6935-2006, B400: and ratio fy to fu => 1.25 MS rod (fy=400MPa) 3mm dia 5.06 kg 72000 per M. ton 72 364.32
9 18 BWG galvanized wire mesh (2 mesh per 25mm) 18 BWG galvanized wire mesh (2 mesh per 25mm) 200 sft 20 per sft 20 4000
10 G.I. wire 24 No. G.I. wire 0.2 kg 120 per kg 120 24
11 Floor/Roof slab (Steel) Formworks / Shuttering (Steel) 100 sft 486.1 per sqm 2.24 224
12 Head mason / Mosaic head mistry Head Mason 0.5 no 800 per day 800 400
13 Mason / Mosaic mistry Mason 1.5 nos 700 per day 700 1050
14 Rod binder Rod binder 0.5 no 700 per day 700 350
15 Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator Helper to Rod binder 0.5 no 550 per day 550 275
16 Skilled labour Skilled Labour for casting 2 nos 600 per day 600 1200
17 Skilled labour Skilled Labour for lifting & assembling 3 nos 600 per day 600 1800
18 Ordinary labour Ordinary Labour for sand, screening & washing 0.5 no 550 per day 550 275
19 Ordinary labour Ordinary Labour for 7 days curing 0.875 no 550 per day 550 481.25
20 Ordinary labour Local Carriage, Sundries, T&P water etc. 1 no 550 per day 550 550
Sub-Total 20699.01
Contractor's Profit 10% 0.1 2069.9
Contractor's Overhead Expenses 3.5% 0.035 724.47
Total 23493.38
Add VAT with adjustment factor. 1.08108 7.5% 0.075 1904.87
Grand Total 25398.25
Rate per sft 253.98
Rate per sqm 2732.82
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