RENCANA ANGGARAN BIAYA ( RAB ) BANGUNAN GEDUNG BACKUP RAB

!

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!

!

#

$

!

$
%

&
&
&


'

(
(

"

"

1.00
1.00
1.00
64.00 #

20.00

+

20.00


+

12.00

+

12.00

=

1.10
1.10
0.90
0.70
0.50

x
x
x
x

x

1.10
1.10
0.90
0.95
0.80

x
x
x
x
x

1.40
2.00
1.30
60.00
24.00


x
x
x
x
x

13.00
7.00
7.00
1.00
1.00

=
=
=
=
=

22.02
16.94

7.37
39.90
9.60 +
95.83 M3

95.83

:

3.00

x

1.00

x

1.00

=


31.94 M3

0.30

x

10.00

x

18.00

x

1.00

=

54.00 M3


0.10
0.10
0.10
0.10

x
x
x
x

0.70
0.50
1.10
0.80

x
x
x
x


60.00
24.00
1.10
0.80

x
x
x
x

1.00
1.00
20.00
7.00

=
=
=
=


4.20
1.20
2.42
0.45 +
8.27 M3

0.05

x

10.00

x

18.00

x

1.00


(

)

(

*

=

9.00 M3

=

56.00 BH

'+ ,

0.20

0.20

x
x

0.70
0.50

x
x

60.00
24.00

x
x

1.00
1.00

=
=

8.40
2.40 +
10.80 M3

0.50
0.40

x
x

0.70
0.60

x
x

60.00
24.00

x
x

1.00
1.00

=
=

21.00
5.76 +
26.76 M3

0.50

x

60.00

x

1.00

x

1.00

=

30.00 M2

3.30

x

60.00

x

1.00

x

1.00

=

198.00 M2

A

1.52
2.14

x
x

2.64
1.31

x
x

2.00
10.00

=
=

8.03 M2
28.03 M2
36.06 M2

B

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,-

.

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0

TOTAL PASANGAN BATA 1;6
)

,-

+1 )

*

,-*

+1 )

2

,-

1.00

x

=

161.94 M2

1.00

=

60.00 M2

30.00

x

2.00

x

161.94

x

2.00

x

1.00

x

1.00

=

323.88

1.20
1.00

x
x

4.00
4.00

x
x

20.00
7.00

x
x

1.00
1.00

=
=

96.00 M2
28.00 +
124.00 M2

1.40
1.20
1.20
1.00
12.00
12.00
8.00
6.00
12.00
10.00
10.00

x
x
x
x
x
x
x
x
x
x
x

7.00
7.00
6.00
6.00
6.00
8.00
6.00
86.00
10.00
10.00
19.00

x
x
x
x
x
x
x
x
x
x
x

2.00
2.00
2.00
2.00
13.00
7.00
7.00
1.00
4.00
3.00
5.00

x
x
x
x

20.00
20.00
7.00
7.00

=
=
=
=
=
=
=
=
=
=
=

392.00
336.00
100.80
84.00
936.00
672.00
336.00
516.00
480.00
300.00
950.00 +
5,102.80 M1

1.30
1.30
1.10
0.95
1.80
1.30
1.30
0.53

x
x
x
x
x
x
x
x

35.33
40.00
35.33
573.33
66.67
66.67
126.67
120.00

x
x
x
x
x
x
x
x

13.00
7.00
7.00
1.00
4.00
3.00
5.00
2.00

(
%

34 3
)4 )
% 34 )
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)4 )

34 3
)4 )
% 34 )
)4*3
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4

=
=
=
=
=
=
=
=

bj bs 13
1.04

5,306.91 Kg

597.08
364.00
272.04
544.66
480.02
260.01
823.36
127.20

Halaman 1 dari 3 Halaman

0.80

)4 3

4.00
4.00

4
)4 3

19.50
11.00

x

x
x

x
x

6.67

18.00
1.00

50.00
90.00

x

x
x

x
x

19.00

=

2.00
19.00

=
=

2.00
2.00

=
=

101.38 +
3,569.76 M1

bj bs 8
0.395

1,410.05 Kg

144.00
76.00 +
220.00 M1

bj bs 12
0.888

195.36 Kg

1,950.00
1,980.00 +
3,930.00 M1

bj bs 10
0.617

2,424.81 Kg
9,337.14 Kg

TOTAL BESI

!

%

!

"

%

0.25

x

86.00

x

2.00

=

43.00 M2

1.20
1.20
1.00

x
x
x

6.00
8.00
6.00

x
x
x

13.00
7.00
7.00

=
=
=

93.60
67.20
42.00

"
1.21
0.71
0.71
0.56
0.12

x
x
x
x
x

8.00
18.00
8.00
2.00
56.00

x
x
x
x
x

4.00
3.00
3.00
7.00
1.00

=
=
=
=
=

14.33

3x

67.60

3x

"
34 3
)4 )

202.80 M2
38.72
38.34
17.04
7.84
6.72

1x

108.66 M2
)

5

!

,

6

"
7.50
0.48
0.48

x
x
x

12.00
6.00
6.00

x
x
x

1.00
3.00
3.00

=
=
=

90.00
8.64
8.64

1x

107.28 M2
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2

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4

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+1

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1.00

x

0.23

x

20.00

=

4.60 M3

x

0.80

x

0.23

x

7.00

=

1.03 M3

0.30
0.30

x
x

0.30
0.30

x
x

5.30
7.30

x
x

13.00
7.00

=
=

6.20
4.60
10.80 M3

0.25

x

0.25

x

5.30

x

7.00

=

2.32 M3

0.20

x

0.25

x

86.00

x

1.00

=

4.30 M3

0.25

x

0.48

x

8.00

x

4.00

=

3.84 M3

0.25
0.25

x
x

0.23
0.23

x
x

18.00
8.00

x
x

3.00
3.00

=
=

3.11 M3
1.38 M3
4.49 M3

0.20

x

0.18

x

2.00

x

7.00

=

0.50 M3

0.12

x

0.12

x

18.00

x

2.00

=

0.52 M3

0.15

x

0.20

x

1.00

x

19.00

=

0.57 M3

0.12

x

10.30

x

18.30

x

1.00

=

22.62 M3

2.34
1.31

x
x

0.06
0.06

x
x

0.12
0.12

x
x

3.00
4.00

x
x

10.00
10.00

=
=

0.51 M3
0.38 M3
0.88 M3

1.72
2.64
0.60

x
x
x

0.06
0.06
0.06

x
x
x

0.12
0.12
0.12

x
x
x

2.00
2.00
1.00

x
x
x

2.00
2.00
2.00

=
=
=

0.05
0.08
0.01
0.13

0.28
0.36

x
x

2.00
1.00

x
x

10.00
10.00

=
=

5.60
3.60
9.20 M2

0.32

x

2.00

x

2.00

=

1.28
1.28 M2

0.70

x

2.10

x

2.00

x

2.00

=

5.88 M2

0.60

x

0.60

x

2.00

x

10.00

=

7.20 M2

1.50

x

48.00

x

1.00

=

72.00 M2

1.50

x

48.00

x

1.00

=

72.00 M2

)3"

)3"
)3"

)3"

)3"

)4 3

2

x

0.80

)3"

" 34 3
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1.00
)3"

38 3

3
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)3"

73473 & " 2

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M3
M3
M3
M3

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0

Halaman 2 dari 3 Halaman

,

)

,

x

2.00

x

1.00

=

3.00 M1

x

1.00

x

1.00

=

48.00 M1

0.72
0.48

x
x

0.67
0.51

x
x

10.00
20.00

=
=

4.82 M2
4.90 M2
9.72 M2

2.34
1.31

x
x

0.36
0.36

x
x

3.00
4.00

x
x

10.00
10.00

=
=

25.27 M2
18.86 M2

1.72
2.64
0.60

x
x
x

0.36
0.36
0.36

x
x
x

2.00
2.00
1.00

x
x
x

2.00
2.00
2.00

=
=
=

2.48 M2
3.80 M2
0.43 M2

0.20

x

3.35

x

3.00

x

10.00

=

20.10 M2

0.20

x

3.35

x

2.00

x

2.00

=

2.68 M2

1.40

x

2.10

x

2.00

x

2.00

=

11.76 M2

0.56

x

2.50

x

2.00

x

10.00

=

28.00 M2
113.39 M2

1.50

x

48.00

x

1.00

=

72.00 M2

1.21
0.71
0.71
0.56
7.50
0.48
0.48

x
x
x
x
x
x
x

8.00
18.00
8.00
2.00
12.00
6.00
6.00

x
x
x
x
x
x
x

4.00
3.00
3.00
7.00
1.00
3.00
3.00

=
=
=
=
=
=
=

38.72
38.34
17.04
7.84
90.00
8.64
8.64

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@ +
@
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1.50
48.00

0

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5
5

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6

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$

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209.22 M2
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33
10.00

x

18.00

x

0.05

=

9.00 M3

10.00

x

18.00

x

1.00

=

180.00 M2

19.00

x

2.00

+

12.00

=

50.00 m1

x

1.00

34 3 ,

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Halaman 3 dari 3 Halaman