Schedule of Rates

30.4.1 Ground floor

Considering Area 10` x 10`

SL	Item Name	Quantity	Unit	Item Rate (Taka)	Item Unit	Unit Price (Taka)	Sub Total (Taka)
1	Solid block of 240mmx114mmx70mm	450	Nos	13	each	13	5850
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)	8.75	Cft	1900	per % cft	19	166.25
1	Head mason / Mosaic head mistry	0.1	Nos	800	per day	800	80
2	Mason / Mosaic mistry	0.75	Nos	700	per day	700	525
3	Skilled labour	0.5	Nos	600	per day	600	300
4	Ordinary labour	0.5	Nos	550	per day	550	275
5	Ordinary labour Labour for soaking & cleaning blocks	0.5	Nos	550	per day	550	275
6	Ordinary labour Labour for screening & washing sand	0.5	Nos	550	per day	550	275
7	Ordinary labour Labour for 7 days curing @ 1/8 labour per day	0.875	Nos	550	per day	550	481.25
8	Scaffolding	25	Sft	10	per sft	10	250
9	Local carriage, sundries, T & P etc.				LS		275
Sub-Total							9367.5
Contractor's Profit					10%	0.1	936.75
Contractor's Overhead Expenses					3.5%	0.035	327.86
Total							10632.11
Add VAT with adjustment factor.		1.08108			7.5%	0.075	862.06
Grand Total							11494.17
		Rate per Sft					114.94
		Rate per sqm					1237.21