Prev Next
īģŋ

 

 

 

 

 

Sub-total

=

Tk.

44,694.89

(f)

Ancillary work for fitting-fixing the gate:

 

 

 

 

 

 

 

  1.  

Making holes 6 nos

@

Tk.

16.25

each

=

Tk.

97.50

  1.  

Plain concrete: (1:2:4)

 

 

 

 

 

 

 

 

6 x 10" x 6" x 6"= 1.25 cft

@

Tk.

17,763.63

per % cft

=

Tk.

222.05

(g)

Labour charge for hoisting the gate in position

 

 

 

 

 

 

 

  1.  

Mason 1 no

@

Tk.

500.00

per day

=

Tk.

500.00

  1.  

Mason helper 1 no

@

Tk.

390.00

per day

=

Tk.

390.00

  1.  

Ordinary labour 1 no

@

Tk.

320.00

per day

=

Tk.

320.00

 

 

 

 

 

Sub - Total

=

Tk.

46,224.44

 

 

 

 

Profit

10.00%

=

Tk.

4,622.44

 

 

 

 

Overhead

3.50%

=

Tk.

1,617.86

 

 

 

 

 

Total

=

Tk.

52,464.74

 

Add VAT with adjustment factor

 

1.06383

6.00%

=

Tk.

3,348.81

 

 

 

 

 

Grand Total

=

Tk.

55,813.55

 

 

 

 

 

Rate per sft

=

Tk.

837.16

 

 

 

 

 

Rate per sqm

=

Tk.

9,011.19

 

 

Say,

Tk.

9,011 .00 per sqm

 

 

 

 

 

 

 

 

 

 

 

 

Item No.- 19.6

 

 

 

Manufacturing, supplying, fitting and fixing of rolling shutter made of 24 SWG G.P. sheet excluding cost of painting.

 

 

 

 

Considering 1 No. rolling shutter

 

 

 

 

 

 

 

 

Considering 10'-0" x 6'-0"= 60 sft of work

 

 

 

 

 

 

 

(a)

Materials:

 

 

 

 

 

 

 

(i)

24 SWG G.P. sheet with 1/2" dia folding at the other end (@ 1 Ibs per rft)

 

 

 

 

 

 

 

 

44 (2.75"+3.14 x 0.5"+3.14 x 0.375) x 10'-0"

 

 

 

 

 

 

 

 

= 121.00 sft

 

 

 

 

 

 

 

 

Side patty: 2 x 10'-0" x 0'-3"= 5.00 sft

 

 

 

 

 

 

 

 

126.00 sft

 

 

 

 

 

 

 

 

Add 5% wastage= 6.05 sft

 

 

 

 

 

 

 

 

132.05 sft

 

 

 

 

 

 

 

 

= 132.05 lbs

@

Tk.

36.05

per Ib

=

Tk.

4,760.40

(ii)

26 SWG cover sheet: @ 0.85 Ibs per sft

 

 

 

 

 

 

 

 

6'-0" x 4'-0"= 24.0 sft

 

 

 

 

 

 

 

 

Add 5% wastage= 1.2 sft

 

 

 

 

 

 

 

 

25.2 sft

 

 

 

 

 

 

 

 

= 21.42 Ibs

@

Tk.

27.44

per Ib

=

Tk.

587.76

(iii)

1.5" dia G.I. pipe 6.33 rft

@

Tk.

148.00

per rft

=

Tk.

936.84

(iv)

1" x 1" x 1/8" M.S. angle: @ 0.8 per rft:

 

 

 

 

 

 

 

 

1 x 6'-0"= 6 rft

 

 

 

 

 

 

 

 

= 4.8 lbs

@

Tk.

24.94

per Ib

=

Tk.

119.71

(v)

1/4" thick M.S. plate: @ 10.21 lbs per sft

 

 

 

 

 

 

 

 

Side guide: 2 x 2 x 4" x 10'-6"= 14.0 sft

 

 

 

 

 

 

 

 

Mid guide: 2 x 6" x 10'-6"= 10.5 sft

 

 

 

 

 

 

 

 

4 x 0'-2" x 0'-3"= 0.17 sft

 

 

 

 

 

 

 

 

= 24.67 sft

 

 

 

 

 

 

 

 

Add wastage 5%= 1.23 sft

 

 

 

 

 

 

 

 

25.90 sft

 

 

 

 

 

 

 

 

= 264.44 Ibs

@

Tk.

27.44

per Ib

=

Tk.

7,256.23

(vi)

1" x 1/8" F.I. bar: @ 0.425 Ibs per rft

 

 

 

 

 

 

 

 

Side guide channel: 2 x 2 x 10'-0"= 40 rft

 

 

 

 

 

 

 

 

Mid guide channel: 2 x 10'-0"= 20 rft

 

 

 

 

 

 

 

 

Guide channel to punkha:

 

 

 

 

 

 

 

 

2 x 2'-3"= 4.5 rft

 

 

 

 

 

 

 

 

Guide channel to handle:

 

 

 

 

 

 

 

 

2 x 0'-9"= 1.5 rft

 

 

 

 

 

 

 

 

= 66.0 rft

 

 

 

 

 

 

 

 

Add 5% wastage= 3.3 rft

 

 

 

 

 

 

 

 

69.3 rft

 

 

 

 

 

 

 

 

= 29.4525 Ibs

@

Tk.

24.94

per lb

=

Tk.

734.55