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Item No.- 02.7.2

 

 

 

 

 

 

Shore protection during earthwork in excavation for foundation: depth beyond 1.5 m

 

 

 

 

 

 

Considering: 2 x 22'-0" x 8'-0"= 352.00 sft

2 x 12'-0" x 8'-0"= 192.00 sft

 

 

 

 

 

 

544.00 sft area

  1. Palisading 544.00 sft @

Tk.

40.03

per sft

=

Tk.

21,776.32

  1. Ballah driving for anchoring:

 

 

 

 

 

 

2 x 5 x 12'-0"= 120.00 rft

2 x 1 x 12'-0"= 24.00 rft

Tk.

70.00

per rft

=

Tk.

10,080.00

144.00 rft @

  1. Ballah post for tieing:

 

 

 

 

 

 

2 x 5 x 5'-0"= 50.00 rft

2 x 1 x 5'-0"= 10.00 rft

Tk.

70.00

per rft

=

Tk.

4,200.00

60.00 rft @

  1. 3/8" dia M.S. rod for anchoring ballah post:

 

 

 

 

 

 

2 x 5 x 5'-0"= 50.00 rft

2 x 1 x 5'-0"= 10.00 rft

Tk.

26.30

per Ib

=

Tk.

593.33

60.00 rft

= 22.56 Ibs @

  1. Skilled labour 3 nos @

Tk.

390.00

per day

=

Tk.

1,170.00

  1. Head mason 1 no @

Tk.

600.00

per day

=

Tk.

600.00

  1. Plank: 2 x 11 x 4" x 2" x 8'-6" = 10.39 cft

2 x 5 x 4" x 2" x 8'-6" = 4.72 cft

 

 

 

 

 

 

= 15.1 cft

Add wastage 5% 0.8 cft

Tk.

650.00

per cft

 

 

 

15.9 cft @

 

 

 

Using 6 times

=

Tk.

1,722.50

  1. Ballah for runner

2 x 3 x 22'-0"= 132 rft

2 x 3 x 12'-0"= 72 rft

Tk.

70.00

per rft

 

 

 

204 rft @

 

 

 

Using 6 times

=

Tk.

2,380.00

  1. Nails, gazals etc. LS 18 kg @

Tk.

65.00

per kg

=

Tk.

1,170.00

 

 

 

Sub-total

=

Tk.

43,692.15

Less salvaged value of ballaha, wooden plank, M.S. rod etc.

 

 

LS

=

Tk.

7,000.00

 

 

 

Sub - Total

=

Tk.

36,692.15

 

 

Profit

10.00%

=

Tk.

3,669.22

 

 

Overhead

3.50%

=

Tk.

1,284.23

 

 

 

Total

=

Tk.

41,645.60

Add VAT with adjustment factor

 

1.06383

6.00%

=

Tk.

2,658.23

 

 

 

Grand Total

=

Tk.

44,303.83

 

 

 

Rate per sft

=

Tk.

81.44

 

 

 

Rate per sqm

=

Tk.

876.62

Say,

Tk.

877 .00 per sqm

 

 

 

 

 

 

 

 

 

 

Item No.- 02.8

 

 

 

 

 

 

Supplying and laying minimum 2 mm thick Geo-textile for protection of filled earth

 

 

 

 

 

 

Considering 100 sft of work

 

 

 

 

 

 

1. Geo-textile in/c 7.5% wastage 107.5 sft @

Tk.

8.00

per sft

=

Tk.

860.00

2. G.I. Wire, spning etc.

 

 

LS

=

Tk.

55.00

3. Labour

  1. Skilled labour 1/4 no @

Tk.

390.00

per day

=

Tk.

97.50

  1. Ordinary labour 1/4 no @

Tk.

320.00

per day

=

Tk.

80.00

4. Tools and plant, sundries etc.

 

 

LS

=

Tk.

10.00

 

 

 

Sub - Total

=

Tk.

1,102.50

 

 

Profit

10.00%

=

Tk.

110.25

 

 

Overhead

3.50%

=

Tk.

38.59

 

 

 

Total

=

Tk.

1,251.34

Add VAT with adjustment factor

 

1.06383

6.00%

=

Tk.

79.87