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D. Cost of bed preparation:

Area of bed: 1 x 45'-0" x 13'-2"= 592.65

sft

 

 

 

 

  1. One layer brick flat soling: 592.65
  2. 1/2" thick cement finishing with

neat cement finishing 592.65

sft @ Tk.

sft @ Tk.

0.32 per sft

21.58 per sft

=

=

Tk. Tk.

189.65

12,789.39

 

 

Total for 305.56 cft

=

Tk.

12,979.04

 

 

Cost for 100 cft of work

=

Tk.

4,247.62

 

 

Using 8 times

=

Tk.

530.95

E. Polythene as separator between pile layers

during casting concrete 592.65

sft @ Tk.

319.44 per % sft

=

Tk.

1,893.16

 

 

Cost for 100 cft of work

=

Tk.

430.26

Abstract of cosr for 100 cft of work

 

 

 

  1. Cost of concrete

 

 

=

Tk.

28,198.75

  1. Labour, machinery, fuel and lubricant for casting

 

 

=

Tk.

1,199.80

  1. Cost of shuttering

 

 

=

Tk.

4,702.57

  1. Cost of bed preparation

 

 

=

Tk.

530.95

  1. Polythene

 

 

=

Tk.

430.26

 

 

Sub - Total

=

Tk.

35,062.33

 

 

Profit 10.00%

=

Tk.

3,506.23

 

 

Overhead 3.50%

=

Tk.

1,227.18

 

 

Total

=

Tk.

39,795.74

Add VAT with adjustment factor

1.06383 6.00%

=

Tk.

2,540.15

 

 

Grand Total

=

Tk.

42,335.89

 

 

Rate per cft

=

Tk.

423.36

 

 

Rate per rft

=

Tk.

294.00

 

 

Rate per rm

=

Tk.

964.61

 

Say, Tk.

965 .00 per meter

 

 

 

 

 

 

 

 

 

Item No.- 09.10.2

 

 

 

 

 

12" x 12" Pre-cast pile with reinforced cement concrete (1 : 1.25 : 2.5) with stone chips.

 

 

 

 

Considering 40 rft long 12" x 12" 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 12" x 12" x 40'-0" = 440 cft

(a) Cost of shuttering:

 

 

 

 

 

  1. 14 BWG steel sheet:

 

 

 

 

 

Sides: 1 x 12 x 40'-0" x 1'-0"= 480.00

Add wastage 5%= 24.00

sft sft

 

 

 

 

= 504.00

sft

@ 3.05 Ib per sft= 1537.20

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

Ibs @ Tk.

27.44 per Ib

=

Tk.

42,180.77

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

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

rft rft

 

 

 

 

= 1452.00

Add wastage 5%= 72.60

rft rft

1524.60

rft

@ 1.79 Ib per rft = 2729.03

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

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

Clamps: 6 x 12 x 6"= 36.00

Ibs @ Tk.

rft rft

24.94 per Ib

=

Tk.

68,062.01

= 176.00

Add 5% wastage= 8.8

rft rft

= 184.80

rft

@ 0.956 Ibs per rft= 176.67

Ibs @ Tk.

24.94 per Ib

=

Tk.

4,406.15

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

kg @ Tk.

160.00 per kg

=

Tk.

3,200.00