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23.9 40 mm ferro-cement slab on soil-cement stabilized sub-grade in ground floor etc. with minimum cement content relates to mix ratio 1:2 having minimum compressive strength of 30 MPa (28 days standard cube strength) and cement conforming to BDS EN-197-1-CEM-1, best quality coarse (F.M. 2.2) sand, 2 layer of 20 BWG galvanized/epoxy coated wire mesh having minimum yield strength fy=450 Mpa & having 2 mesh per 25 mm with minimum clear cover 12 mm both top & bottom, true to desired level, placing, compacting, curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete 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. 2.2) Sand (F.M. 2.2) 12.5 cft 5380 per % cft 53.8 672.5
2 Ordinary Portland Cement, BDS-EN - 197-1-CEM-I ,52.5N (52.5MPa) / ASTM C-150 Type-I, 50 kg bag Cement 5 bags 440 per bag 440 2200
3 20 mesh 24 BWG wire mesh 20BWG Wire mesh (2 mesh per 25mm) 220 sft 25 per sft 25 5500
5 Head mason / Mosaic head mistry Head Mason 0.1 no 800 per day 800 80
6 Mason / Mosaic mistry Mason 1 no 700 per day 700 700
7 Skilled labour Skilled Labour 1 no 600 per day 600 600
8 Ordinary labour Ordinary Labour for sand washing 0.2 no 550 per day 550 110
9 Ordinary labour Ordinary Labour for 7 days curing 0.88 no 550 per day 550 484
10 Ordinary labour Local carriages, storage & sundries etc. 0.2 no 550 per day 550 110
4 Mixture Machine charge LS 100
Sub-Total 10556.5
Contractor's Profit 10% 0.1 1055.65
Contractor's Overhead Expenses 3.5% 0.035 369.48
Total 11981.63
Add VAT with adjustment factor. 1.08108 7.5% 0.075 971.48
Grand Total 12953.11
Rate per sft 129.53
Rate per sqm 1394.26
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