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īģŋ

 

 

Sub - Total

=

Tk.

350,537.19

 

Profit 10.00%

=

Tk.

35,053.72

 

 

Overhead

3.50%

=

Tk.

12,268.80

 

 

Total

=

Tk.

397,859.71

Add VAT with adjustment factor

 

1.06383

6.00%

=

Tk.

25,395.31

 

 

Grand Total

=

Tk.

423,255.02

Say, Tk.

 

423,255 . 00 per test

 

 

 

Tk.

 

1,058 per Mton test

 

 

 

Item No.- 09.9

 

 

 

 

 

9.9.1 For intermediate loading from 50 tonne to 100 tonne for each additional tonne

 

per tonne

 

Tk.

1,349

9.9.2 For intermediate loading from 100 tonne to 150 tonne for each additional tonne.

 

per tonne

 

Tk.

1,193

9.9.3 For intermediate loading from 150 tonne to 200 tonne for each additional tonne.

 

per tonne

 

Tk.

1,138

9.9.4 For intermediate loading from 200 tonne to 250 tonne for each additional tonne.

 

per tonne

 

Tk.

1,114

9.9.5 For intermediate loading from 250 tonne to 300 tonne for each additional tonne.

 

per tonne

 

Tk.

1,094

9.9.6 For intermediate loading from 300 tonne to 350 tonne for each additional tonne.

 

per tonne

 

Tk.

1,077

9.9.7 For intermediate loading from 350 tonne to 400 tonne for each additional tonne.

 

per tonne

 

Tk.

1,064

Item No.- 09.10.1

 

 

 

 

 

10" x 10" Pre-cast pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips.

 

 

 

 

 

Considering 40 rft long 10" x 10" size pile

 

 

 

 

 

Also Considering 100 rft pile making work using 100 cft concrete

 

 

 

 

 

  1. Cost of concrete materials

 

 

=

Tk.

28,198.75

  1. Labour, machinery, fuel & lubricants for casting

 

 

=

Tk.

1,199.80

  1. Cost of shuttering for 11 nos of pile

 

 

 

 

 

Volume of concrete:

 

 

 

 

 

11 x 10" x 10" x 40'-0" = 305.56 cft

(a) Cost of shuttering:

 

 

 

 

 

  1. 14 BWG steel sheet:

 

 

 

 

 

Sides: 1 x 12 x 40'-0" x 0'-10"= 400.00 sft

 

 

 

 

 

Add wastage 5%= 20.00 sft

 

27.44 per Ib

=

Tk.

35,150.64

= 420.00 sft

@ 3.05 Ib per sft= 1281.00 Ibs @ Tk.

  1. 1.5 x 1.5 x 3/16" angle for frame:

Sides: 2 x 12 x 40'-0"= 960.00 rft

 

 

 

 

 

Vertical: 12 x 41 x 1'-0"= 492.00 rft

 

 

 

 

 

= 1452.00 rft

Add wastage 5%= 72.60 rft

 

24.94 per Ib

=

Tk.

68,062.01

1524.60 rft

@ 1.79 Ib per rft = 2729.03 Ibs @ Tk.

  1. 1.5" x 3/16" F.I . Bar : @ 1'-0" c/c

Stiffner: 6 x 20 x 1'-2" = 140.00 rft

 

 

 

 

 

Clamps: 6 x 12 x 6"= 36.00 rft

 

 

 

 

 

= 176.00 rft

Add 5% wastage= 8.8 rft

 

24.94 per Ib

=

Tk.

4,406.15

= 184.80 rft

@ 0.956 Ibs per rft= 176.67 Ibs @ Tk.

  1. Cost of nuts & bolts: 20.0 kg @ Tk.
  2. Manufacturing, fitting and fixing frame in/c drilling holes, welding & supplying of chemicals etc.:

 

160.00 per kg

=

Tk.

3,200.00

12 x 40'-0" x 0'-10"= 400.00 sft @ Tk.

 

75.00 per sft

=

Tk.

30,000.00

 

 

Total

=

Tk.

140,818.80

  1. Labour for fitting & fixing steel shuttering

in position as required 400.00 sft @ Tk.

  1. Hessian tap for making

shutter water-proof. 400.00 sft @ Tk.

 

Using 16 times

10.00 per sft

1.25 per sft

=

=

=

Tk.
Tk.
Tk.

8,801.18

4,000.00

500.00

  1. Curing 400.00 sft @ Tk.

 

2.67 per sft

=

Tk.

1,068.00

 

 

Total for 305.56 cft

=

Tk.

14,369.18

 

 

Cost for 100 cft

=

Tk.

4,702.57