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Mason 1.00 no @ Tk. 500.00 each = Ordinary Labour 2.00 nos @ Tk. 320.00 each = Watage of RCC work LS = G.I. Wire, nails etc. LS = Tools and plant, sundries etc. LS =	Tk. Tk. Tk. Tk. Tk.	500.00 640.00 61.72 16.25 106.67
Sub - Total = Profit 10.00% = Overhead 3.50% =	Tk. Tk. Tk.	5,135.64 513.56 179.75
Total =	Tk.	5,828.95
Add VAT with adjustment factor 1.06383 6.00% =	Tk.	372.06
Grand Total =	Tk.	6,201.01
Rate per rft =	Tk.	310.05
Rate per rm =	Tk.	1,017.27
Say Tk. 1,017 .00 per meter

Item No.- 08.6
Supplying, fitting and fixing 10" wide 16 SWG Aluminium Sheet water stopper in construction joint of RCC vertical wall etc.
Break-up for 20 rft work
1. 16 BWG Aluminium sheet
1 x 20'-0" x 10" = 16.60 sft
Wastage 5% = 0.83 sft
17.43 sft
= 3.77 kg @ Tk. 382.00 per kg =	Tk.	1,440.14
3. Labour for fitting, fixing in position Mason 0.20 no @ Tk. 500.00 each =	Tk.	100.00
Skilled Labour 0.20 no @ Tk. 390.00 each =	Tk.	78.00
4. G.I. Wire, nails etc. LS =	Tk.	27.08
5. Tools and plants, sundries etc. LS =	Tk.	26.67
Sub - Total =	Tk.	1,671.89
Profit 10.00% =	Tk.	167.19
Overhead 3.50% =	Tk.	58.52
Total =	Tk.	1,897.60
Add VAT with adjustment factor 1.06383 6.00% =	Tk.	121.12
Grand Total =	Tk.	2,018.72
Rate per rft =	Tk.	100.94
Rate per rm =	Tk.	331.18
Say Tk. 331 .00 per meter

Item No.- 08.7
Providing bearing joints fixed or free with 10" x 15" x 3/8" M.S. shoe plate fitted in the truss angle.
Considering 1 No. shoe plate
Cost of 3/8" thick shoe plate: @ 15.31 Ib per sft
2 x 0'-10" x 1'-3" = 2.08 sft
= 31.84 Ib @ Tk. 27.44 per Ib =	Tk.	873.69
Cost of 2 nos 3/4" anchor rods: @ 1.5 Ib per rft 2 x 4'-0" = 8 rft = 12 Ibs @ Tk. 27.44 per Ib =	Tk.	329.28
Cost of counter sunk revets 10 nos @ Tk. 50.00 each =	Tk.	500.00
Fabrication and fixing in position LS =	Tk.	200.00
Sub - Total =	Tk.	1,902.97
Profit 10.00% =	Tk.	190.30
Overhead 3.50% =	Tk.	66.60
Total =	Tk.	2,159.87
Add VAT with adjustment factor 1.06383 6.00% =	Tk.	137.86
Grand Total =	Tk.	2,297.73
Rate per No. =	Tk.	2,297.73
Say, Tk. 2,298 .00 per no