Schedule of Rates

30.5.1 Ground floor

Considering Area 10` x 10`

SL	Item Name	Quantity	Unit	Item Rate (Taka)	Item Unit	Unit Price (Taka)	Sub Total (Taka)
1	Hollow block of 390mmx190mmx240mm	116	Nos	95	each	95	11020
2	Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag	1.5	Bag	410	per bag	410	615
3	Sand (F.M. 1.2)	7	Cft	1900	per % cft	19	133
1	Head mason / Mosaic head mistry	0.1	Nos	800	per day	800	80
2	Mason / Mosaic mistry	1	Nos	700	per day	700	700
3	Ordinary labour	2.5	Nos	550	per day	550	1375
4	Scaffolding	25	Sft	10	per sft	10	250
5	Local carriage, sundries, T & P etc.				LS		275
Sub-Total							14448
Contractor's Profit					10%	0.1	1444.8
Contractor's Overhead Expenses					3.5%	0.035	505.68
Total							16398.48
Add VAT with adjustment factor.		1.08108			7.5%	0.075	1329.61
Grand Total							17728.09
		Rate per Sft					177.28
		Rate per sqm					1908.24