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30.8.2 Add for each addl. floor up to 5th floor (@ 1 lab. per % sft)	sft) sft)				per sqm per sqm per sqm	= = =	Tk. Tk. Tk.	42 52 62
30.8.3 Add for each addl floor for 6th floor to 9th floor (@ 1.25 No. lab. per %
30.8.4 Add for each addl floor for 10th floor and above (@ 1.5 nos lab. per %

Item No.- 30.9
190 mm thick load bearing wall with concrete hollow block:
cement : lime : sand (1 : 1 : 6)
Consideration of 100 sft of work (a) Material 190 mm block (390 x 190 x 190 mm) in/c wastage 116 nos	@	Tk.		60.00	per block	=	Tk.	6,960.00
Cement 0.75 bag	@	Tk.		395.00	per bag	=	Tk.	296.25
Lime 15 kg	@	Tk.		20.00	per kg	=	Tk.	300.00
Sand (F.M. 1.2) 4.70 cft	@	Tk.		1,400.00	per % cft	=	Tk.	65.80
Transportation of block 116 nos (b) Labour Head mason 0.1 no	@ @	Tk. Tk.		7.87 600.00	each each	= =	Tk. Tk.	912.92 60.00
Mason 1.5 nos	@	Tk.		500.00	each	=	Tk.	750.00
Ordinary Labour 3.5 nos	@	Tk.		320.00	each	=	Tk.	1,120.00
(c) Scaffolding 25 sft	@	Tk.		9.00	per sft	=	Tk.	225.00
(d) Local carriage, curing & sundries etc.					LS.	=	Tk.	160.00
					Sub - Total	=	Tk.	10,849.97
			Profit		10.00%	=	Tk.	1,085.00
			Overhead		3.50%	=	Tk.	379.75
					Total	=	Tk.	12,314.72
Add VAT with adjustment factor			1.06383		6.00%	=	Tk.	786.05
					Grand Total	=	Tk.	13,100.77
					Rate per sft	=	Tk.	131.01
30.9.1 Ground floor					Rate per sqm	=	Tk.	1,410.19

	Say,	Tk.		1,410 .00 per sqm
30.9.2 Add for each addl. floor up to 5th floor (@ 1.25 No. lab. per % sft)					per sqm	=	Tk.	52
30.9.3 Add for each addl floor for 6th floor to 9th floor (@ 1.5 No. lab. per %	sft)				per sqm	=	Tk.	62
30.9.4 Add for each addl floor for 10th floor and above (@ 1.75 nos lab. per	% sft)				per sqm	=	Tk.	73

Item No.- 30.10
190 mm thick load bearing wall with concrete hollow block:
cement : sand (1 : 6) with mortar mix.
Consideration of 100 sft of work (a) Material 190 mm block (390 x 190 x 190 mm) in/c wastage 116 nos	@	Tk.		60.00	per block	=	Tk.	6,960.00
Cement 0.85 bag	@	Tk.		395.00	per bag	=	Tk.	335.75
Mortar mix 0.026 liter	@	Tk.		281.08	per liter	=	Tk.	7.31
Sand (F.M. 1.2) 7.00 cft	@	Tk.		1,400.00	per % cft	=	Tk.	98.00
Transportation of block 116 nos (b) Labour Head mason 0.1 no	@ @	Tk. Tk.		7.87 600.00	each each	= =	Tk. Tk.	912.92 60.00
Mason 1.5 nos	@	Tk.		500.00	each	=	Tk.	750.00
Ordinary Labour 3.5 nos	@	Tk.		320.00	each	=	Tk.	1,120.00
(c) Scaffolding 25 sft	@	Tk.		9.00	per sft	=	Tk.	225.00
(d) Local carriage, curing & sundries etc.					LS.	=	Tk.	160.00
					Sub - Total	=	Tk.	10,628.98
			Profit		10.00%	=	Tk.	1,062.90
			Overhead		3.50%	=	Tk.	372.01
					Total	=	Tk.	12,063.89
Add VAT with adjustment factor			1.06383		6.00%	=	Tk.	770.04
					Grand Total	=	Tk.	12,833.93
30.10.1 Ground floor					Rate per sft	=	Tk.	128.34
					Rate per sqm	=	Tk.	1,381.45
	Say,	Tk.		1,381 .00 per sqm