Schedule of Rates

06.1.1 GP (homogeneous) 300 mm x 300 mm floor tiles

Considering 100 sft of work

SL	Item Name	Quantity	Unit	Item Rate (Taka)	Item Unit	Unit Price (Taka)	Sub Total (Taka)
1	Portland Composite Cement ,(CEM-II/B-M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag Cement	1.5	bags	410	per bag	410	615
2	Sand (F.M. 1.2) Sand (F.M. 1.2)	7.5	cft	1900	per % cft	19	142.5
3	White Cement White cement	3.6	kg	27	per kg	27	97.2
4	Head mason / Mosaic head mistry Head mason	0.25	nos	800	per day	800	200
5	Mason / Mosaic mistry Mason	0.75	nos	700	per day	700	525
6	Skilled labour Skilled labour	1.5	nos	600	per day	600	900
7	Ordinary labour Ordinary labour	2.5	nos	550	per day	550	1375
8	Ordinary labour Local carriage, sundries, T & P etc.	1	LS	550	per day	550	550
Sub-Total							4404.7
Contractor's Profit					10%	0.1	440.47
Contractor's Overhead Expenses					3.5%	0.035	154.16
Total							4999.33
Add VAT with adjustment factor.		1.08108			7.5%	0.075	405.35
Grand Total							5404.68
		Rate per sft					54.05
		Rate per sqm					581.79