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Item No.- 02.2
Bailing out water during earthwork in excavation for foundation Break-up for 4 hours use of pump in one day to discharge water
Hire charge of pump 1.00	day	@	Tk.	600.00	per day	=	Tk.	600.00
Fuel for 4 hours 3.00	litre	@	Tk.	68.00	per day	=	Tk.	204.00
Pump operator 1.00	no	@	Tk.	600.00	per day	=	Tk.	600.00
					Sub - Total	=	Tk.	1,404.00
				Profit	10.00%	=	Tk.	140.40
				Overhead	3.50%	=	Tk.	49.14
					Total	=	Tk.	1,593.54
Add VAT with adjustment factor				1.06383	6.00%	=	Tk.	101.72
					Grand Total	=	Tk.	1,695.26
					Rate per hour	=	Tk.	423.82
		Say,	Tk.	424	.00 per hour

Item No.- 02.3
Supplying and driving of borrack bamboo post minimum 3" dia
Consider 1 No. bamboo of 8 rft long
Cost of bamboo min 3" dia 8	rft	@	Tk.	15.00	per rft	=	Tk.	120.00
Driving cost @ 4'-0" below G.L. 4	rft	@	Tk.	8.00	per rft	=	Tk.	32.00
Local carriage and sundries					LS	=	Tk.	9.60
					Sub - Total	=	Tk.	161.60
				Profit	10.00%	=	Tk.	16.16
				Overhead	3.50%	=	Tk.	5.66
					Total	=	Tk.	183.42
Add VAT with adjustment factor				1.06383	6.00%	=	Tk.	11.71
					Grand Total	=	Tk.	195.13
					Rate per rft	=	Tk.	24.39
					Rate per rm	=	Tk.	80.02
		Say,	Tk.	80	.00 per meter

Item No.- 02.4
Supplying and driving wooden ballah in Palisading
Considering 20 rft of work (a) Cost of ballah in/c carriage 20 (b) Labour for driving Skilled labour 1	rft no	@ @	Tk. Tk.	70.00 390.00	per rft per day	= =	Tk. Tk.	1,400.00 390.00
Ordinary labour 3 (c) Sundries, removing of skin, sizing and coaltaring in/c hire charge of monkey with driving arranement.	nos	@	Tk.	320.00	per day LS	= =	Tk. Tk.	960.00 240.00
					Sub - Total	=	Tk.	2,990.00
				Profit	10.00%	=	Tk.	299.00
				Overhead	3.50%	=	Tk.	104.65
					Total	=	Tk.	3,393.65
Add VAT with adjustment factor				1.06383	6.00%	=	Tk.	216.62
					Grand Total	=	Tk.	3,610.27
					Rate per rft	=	Tk.	180.51
					Rate per rm	=	Tk.	592.25
		Say,	Tk.	592	.00 per meter

Item No.- 02.5
Palisading work with drum sheet excluding cost of vertical post
Considering 30'-0" x 5'-0"= 150 sft of work
Half split borrak bamboo runner @ maximum 1'-6" c/c horizontally, minimum 4 nos
0.50 x 4.00 x 30.00= 60	rft	@	Tk.	15.00	per rft	=	Tk.	900.00
Bitumen drum sheet: '@ 3.14 x 2 x 3 =18.84 sft per drum 12	nos	@	Tk.	200.00	each	=	Tk.	2,400.00