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30.4.2 Add for each addl. floor up to 5th floor (@ 0.75 No. lab. per % sft)	% sft)				per sqm per sqm per sqm	= = =	Tk. Tk. Tk.	31 42 52
30.4.3 Add for each addl floor for 6th floor to 9th floor (@ 1 No. lab. per % sft)
30.4.4 Add for each addl floor for 10th floor and above (@ 1.25 nos lab. per

Item No.- 30.5
140 mm thick non-load bearing external 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.		53.00	per block	=	Tk.	6,148.00
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.	9,934.02
			Profit		10.00%	=	Tk.	993.40
			Overhead		3.50%	=	Tk.	347.69
					Total	=	Tk.	11,275.11
Add VAT with adjustment factor			1.06383		6.00%	=	Tk.	719.69
					Grand Total	=	Tk.	11,994.80
					Rate per sft	=	Tk.	119.95
30.5.1 Ground floor					Rate per sqm	=	Tk.	1,291.14

	Say,	Tk.		1,291 .00 per sqm
30.5.2 Add for each addl. floor up to 5th floor (@ 1 lab. per % sft)					per sqm	=	Tk.	42
30.5.3 Add for each addl floor for 6th floor to 9th floor (@ 1.25 No. lab. per %	sft)				per sqm	=	Tk.	52
30.5.4 Add for each addl floor for 10th floor and above (@ 1.5 nos lab. per %	sft)				per sqm	=	Tk.	62

Item No.- 30.6
140 mm thick non-load bearing external wall with concrete hollow block:
cement : sand (1 : 6) with mortar mix.
Consideration 100 sft of work (a) Material 140 mm block (390 x 140 x 190 mm) in/c wastage 116 nos	@	Tk.		53.00	per block	=	Tk.	6,148.00
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
(iv) 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.	9,702.67
			Profit		10.00%	=	Tk.	970.27
			Overhead		3.50%	=	Tk.	339.59
					Total	=	Tk.	11,012.53
Add VAT with adjustment factor			1.06383		6.00%	=	Tk.	702.93
					Grand Total	=	Tk.	11,715.46
					Rate per sft	=	Tk.	117.15
30.6.1 Ground floor					Rate per sqm	=	Tk.	1,261.00

	Say,	Tk.		1,261 .00 per sqm