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DIVISION 30 : CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK

Item No.- 30.1
70 mm thick non-load bearing partition wall with concrete hollow block: cement : lime : sand (1 : 1 : 6) Consideration 100 sft of work (a) Material 70 mm block (390 x 70 x 190 mm) in/c wastage 116 nos	@	Tk.		24.00	per block	=	Tk.	2,784.00
Cement 0.4 bag	@	Tk.		395.00	per bag	=	Tk.	158.00
Lime 11.25 kg	@	Tk.		20.00	per kg	=	Tk.	225.00
Sand (F.M. 1.2) 3.00 cft	@	Tk.		1,400.00	per % cft	=	Tk.	42.00
Transportation of block 116 nos (b) Labour Head mason 0.1 no	@ @	Tk. Tk.		3.66 600.00	each each	= =	Tk. Tk.	424.56 60.00
Mason 1 no	@	Tk.		500.00	each	=	Tk.	500.00
Ordinary Labour 2.5 nos	@	Tk.		320.00	each	=	Tk.	800.00
(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.	5,378.56
			Profit		10.00%	=	Tk.	537.86
			Overhead		3.50%	=	Tk.	188.25
					Total	=	Tk.	6,104.67
Add VAT with adjustment factor			1.06383		6.00%	=	Tk.	389.66
					Grand Total	=	Tk.	6,494.33
					Rate per sft	=	Tk.	64.94
30.1.1 Ground floor					Rate per sqm	=	Tk.	699.01

	Say,	Tk.		699 .00 per sqm
30.1.2 Add for each addl. floor up to 5th floor (@ 0.75 No. lab. per % sft)					per sqm	=	Tk.	31
30.1.3 Add for each addl floor for 6th floor to 9th floor (@ 1 No. lab. per % sft)					per sqm	=	Tk.	42
30.1.4 Add for each addl floor for 10th floor and above (@ 1.25 nos lab. per	% sft)				per sqm	=	Tk.	52

Item No.- 30.2
70 mm thick non-load bearing partition wall with concrete hollow block:
cement : sand (1 : 6) with mortar mix.
Consideration 100 sft of work (a) Material 70 mm block (390 x 70 x 190 mm) in/c wastage 116 nos	@	Tk.		24.00	per block	=	Tk.	2,784.00
Cement 0.5 bag	@	Tk.		395.00	per bag	=	Tk.	197.50
Mortar mix 0.015 liter	@	Tk.		281.08	per liter	=	Tk.	4.22
Sand (F.M. 1.2) 3.80 cft	@	Tk.		1,400.00	per % cft	=	Tk.	53.20
Transportation of block 116 nos (b) Labour Head mason 0.1 no	@ @	Tk. Tk.		3.66 600.00	each each	= =	Tk. Tk.	424.56 60.00
Mason 1 no	@	Tk.		500.00	each	=	Tk.	500.00
Ordinary Labour 2.5 nos	@	Tk.		320.00	each	=	Tk.	800.00
(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.	5,208.48
			Profit		10.00%	=	Tk.	520.85
			Overhead		3.50%	=	Tk.	182.30
					Total	=	Tk.	5,911.63
Add VAT with adjustment factor			1.06383		6.00%	=	Tk.	377.34
					Grand Total	=	Tk.	6,288.97
					Rate per sft	=	Tk.	62.89
30.2.1 Ground floor					Rate per sqm	=	Tk.	676.95

	Say,	Tk.		677 .00 per sqm