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30.6.2 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
30.6.3 Add for each addl floor for 6th floor to 9th floor (@ 1.25 No. lab. per %
30.6.4 Add for each addl floor for 10th floor and above (@ 1.5 nos lab. per %

Item No.- 30.7
140 mm thick load bearing wall with concrete hollow block:
cement : lime : sand (1 : 1 : 6)
Consideration 100 sft of work (a) Material 140 mm block (390 x 140 x 190 mm) in/c wastage 116 nos	@	Tk.		56.06	per block	=	Tk.	6,502.96
Cement 0.7 bag	@	Tk.		395.00	per bag	=	Tk.	276.50
Lime 15 kg	@	Tk.		20.00	per kg	=	Tk.	300.00
Sand (F.M. 1.2) 4.40 cft	@	Tk.		1,400.00	per % cft	=	Tk.	61.60
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 3.25 nos	@	Tk.		320.00	each	=	Tk.	1,040.00
(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.	10,288.98
			Profit		10.00%	=	Tk.	1,028.90
			Overhead		3.50%	=	Tk.	360.11
					Total	=	Tk.	11,677.99
Add VAT with adjustment factor			1.06383		6.00%	=	Tk.	745.40
					Grand Total	=	Tk.	12,423.39
					Rate per sft	=	Tk.	124.23
30.7.1 Ground floor					Rate per sqm	=	Tk.	1,337.21

	Say,	Tk.		1,337 .00 per sqm
30.7.2 Add for each addl. floor up to 5th floor (@ 1 lab. per % sft)					per sqm	=	Tk.	42
30.7.3 Add for each addl floor for 6th floor to 9th floor (@ 1.25 No. lab. per %	sft)				per sqm	=	Tk.	52
30.7.4 Add for each addl floor for 10th floor and above (@ 1.5 nos lab. per %	sft)				per sqm	=	Tk.	62

Item No.- 30.8
140 mm thick load bearing wall with concrete hollow block:
cement : sand (1 : 6) with mortar mix.
Consideration of 100 sft of work (a) Material 140 mm block (390 x 140 x 190 mm) in/c wastage 116 nos	@	Tk.		56.06	per block	=	Tk.	6,502.96
Cement 0.8 bag	@	Tk.		395.00	per bag	=	Tk.	316.00
Mortar mix 0.024 liter	@	Tk.		281.08	per liter	=	Tk.	6.75
Sand (F.M. 1.2) 6.00 cft	@	Tk.		1,400.00	per % cft	=	Tk.	84.00
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 3.25 nos	@	Tk.		320.00	each	=	Tk.	1,040.00
(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.	10,057.63
			Profit		10.00%	=	Tk.	1,005.76
			Overhead		3.50%	=	Tk.	352.02
					Total	=	Tk.	11,415.41
Add VAT with adjustment factor			1.06383		6.00%	=	Tk.	728.64
					Grand Total	=	Tk.	12,144.05
					Rate per sft	=	Tk.	121.44
30.8.1 Ground floor					Rate per sqm	=	Tk.	1,307.18

	Say,	Tk.		1,307 .00 per sqm