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Item No.- 30.16.2
Supplying and placing 60 mm coloured Uni-block for major walk way, car porch on 50 mm stabilized sand base: compressive strength 49N/mm² Consideration of 100 sft work (a) Material 60 mm coloured uni-block (222 x 110 x 60 mm) 388 nos @ Tk. 20.00	per block	=	Tk.	7,760.00
Sand 30.00 cft @ Tk. 1,400.00	per % cft	=	Tk.	420.00
Transportation of block 388 nos @ Tk. 2.06 (b) Labour Head mason 0.1 no @ Tk. 600.00	each each	= =	Tk. Tk.	799.28 60.00
Mason 1 no @ Tk. 500.00	each	=	Tk.	500.00
Ordinary Labour 2 nos @ Tk. 320.00	each	=	Tk.	640.00
(c) Tools & machinery 100 sft @ Tk. 3.20	per sft	=	Tk.	320.00
(d) Local carriage, storage & sundries etc.	LS.	=	Tk.	96.00
	Sub - Total	=	Tk.	10,595.28
Profit	10.00%	=	Tk.	1,059.53
Overhead	3.50%	=	Tk.	370.83
	Total	=	Tk.	12,025.64
Add VAT with adjustment factor 1.06383	6.00%	=	Tk.	767.59
	Grand Total	=	Tk.	12,793.23
	Rate per sft	=	Tk.	127.93
	Rate per sqm	=	Tk.	1,377.04
Say, Tk. 1,377 .00 per sqm

Item No.- 30.17.1
Supplying and placing 80 mm grey Uni-block for bus terminal, minor road, industrial yard on 50 mm stabilized sand base: compressive strength 49N/mm²
Consideration of 100 sft of work (a) Material 80 mm grey uni-block (222 x 110 x 80 mm) 388 nos @ Tk. 22.00	per block	=	Tk.	8,536.00
Sand 30.00 cft @ Tk. 1,400.00	per % cft	=	Tk.	420.00
iii) Transportation of block 388 nos @ Tk. 2.06 (b) Labour Head mason 0.1 no @ Tk. 600.00	each each	= =	Tk. Tk.	799.28 60.00
Mason 1 no @ Tk. 500.00	each	=	Tk.	500.00
Ordinary Labour 2 nos @ Tk. 320.00	each	=	Tk.	640.00
(c) Tools & machinery 100 sft @ Tk. 3.20	per sft	=	Tk.	320.00
(d) Local carriage, storage & sundries etc.	LS.	=	Tk.	96.00
	Sub - Total	=	Tk.	11,371.28
Profit	10.00%	=	Tk.	1,137.13
Overhead	3.50%	=	Tk.	397.99
	Total	=	Tk.	12,906.40
Add VAT with adjustment factor 1.06383	6.00%	=	Tk.	823.81
	Grand Total	=	Tk.	13,730.21
	Rate per sft	=	Tk.	137.30
	Rate per sqm	=	Tk.	1,477.90
Say, Tk. 1,478 .00 per sqm

Item No.- 30.17.2
Supplying and placing 80 mm coloured Uni-block for bus terminal, minor road, industrial yard on 50 mm stabilized sand base: compressive strength 49N/mm²
Consideration of 100 sft of work (a) Material 80 mm coloured uni-block (222 x 110 x 80 mm) 388 nos @ Tk. 28.00	per block	=	Tk.	10,864.00
Sand 30.00 cft @ Tk. 1,400.00	per % cft	=	Tk.	420.00
Transportation of block 388 nos @ Tk. 2.06	each	=	Tk.	799.28