Analisa Rollag Bata

REKAPITULASI RENCANA ANGGARAN BIAYA ADDENDUM PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA RKN15-33 Satuan Satuan Ke!a Ke!a

"

Pen#e$ Pen#e$%aa %aan n Ru&a' Ru&a' K'u(u( K'u(u(

N) N). Pa*et

"

RKN15-33

Na&a Pa*et

"

PEMBANGUNAN PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE MARAUKE PROV. PROV. PAPUA PAPUA

L)*a L)*a(% (%

"

Ka+. Ka+. MARA MARAUK UKE E

K)nta*t) K)nta*t) Pe,a*(ana Pe,a*(ana

"

PT. PT. PAPUA APUA SINAR SINAR ANUGRA ANUGRAH H

KONTRAK N).

I

II

Ua%an

Pe*e!aan

u&,a' Un%t

PENGAUAN ADD

Haa Satuan

B%a#a / R0 

u&,a' Un%t

Haa Satuan

PEMBANGUNAN RUMAH TIPE 36 PEKE PEKERJ RJAA AAN N PERS PERSIA IAP PAN

1

Rp

457, 457,50 500. 0.00 00

457, 457,50 500. 0.00 00

PEMB PEMBAN ANG GUNAN RUMAH TIPE TIPE 36

50

Rp

124, 124,5 561,3 61,30 02.86 2.86

6,22 6,228, 8,06 065 5,142 ,142..77

PEMBANGUNAN PEMBANGUNAN PSU

SUB TOTAL

Rp

624,547,517.07

R0

24536157.4 2453 6157.45 5

PPn 18

R0

2453615.74

TOTAL

R0

6534366165.4 65343 66165.43 3

DIBULATKAN DIBULATKAN

R0

6534. 6534 . 

50

Rp

457, 457,50 500. 0.00 00

Rp

134,1 34,13 36,22 6,220 0.53 .53

a#a0ua 95 N):e&+e 9 DIBUAT OLEH PT. PAPUA SINAR ANUGR

Su&ant% ST D!"#$%! U$&'&

NDUM B%a#a / R0 

457,500.00 6,706,811,026.3( Rp

620,185,672.25

R0

6396;5;174.2;

R0

6396;5;17.42

R0

42177214.51

R0

42177.

15

H

NDUM B%a#a / R0 

457,500.00 6,706,811,026.3( Rp

620,185,672.25

R0

6396;5;174.2;

R0

6396;5;17.42

R0

42177214.51

R0

42177.

15

H

PEKERAAN PERSIAPAN PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA

Satuan Ke!a N). Pa*et Na&a Pa*et L)*a(%

) ) ) )

Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE KONTRAK

N)

I

Ua%an Pe*e!aan

Sat

V),

PEN

Haa Satuan

Haa T)ta,

Ta&+a'

V),u&e Kuan

T)ta,

Pe*e e*e!a !aa an Pe Pe(%a0a %a0an n 1

P"#. P"'*"!+&- L#&+

M/

72.00 Rp

6(4.44

Rp

50,000.00

72.00



2

P"#. P"'&+&-&- B%p&-#

M

34.00 Rp

2,(41.18

Rp

100,000.00

34.00



3

P"#. D!"#+ K""$ &- G%&-

M/

12.00 Rp

12,500.00

Rp

150,000.00

12.00

4

P"#. P&p&- N&'& P!"#

B

1.00 Rp

7,500.00

Rp

7,500.00

1.00

5

L+$!# K"!&

L+

1.00 Rp

150,000.00

Rp

150,000.00

1.00

6

P"#. P"'*"!+&- L#&+

L+



Rp



Rp



1.00

1.00

7

P"#. P"'&+&-&- B%p&-#

L+



Rp



Rp



1.00

1.00

T)ta, Su+ Pe*e!aan Pe(%a0an

R0

;565.

NDUM B%a#a / R0 

457,500.00 6,706,811,026.3( Rp

620,185,672.25

R0

6396;5;174.2;

R0

6396;5;17.42

R0

42177214.51

R0

42177.

15

H



) ) ) )


N)

I


Sat

V),

PEN

Haa Satuan

Haa T)ta,

Ta&+a'

V),u&e Kuan

T)ta,


P"#. P"'*"!+&- L#&+

M/

72.00 Rp

6(4.44

Rp

50,000.00

72.00



2

P"#. P"'&+&-&- B%p&-#

M

34.00 Rp

2,(41.18

Rp

100,000.00

34.00



3

P"#. D!"#+ K""$ &- G%&-

M/

12.00 Rp

12,500.00

Rp

150,000.00

12.00

4

P"#. P&p&- N&'& P!"#

B

1.00 Rp

7,500.00

Rp

7,500.00

1.00

5

L+$!# K"!&

L+

1.00 Rp

150,000.00

Rp

150,000.00

1.00

6

P"#. P"'*"!+&- L#&+

L+



Rp



Rp



1.00

1.00

7

P"#. P"'&+&-&- B%p&-#

L+



Rp



Rp



1.00

1.00


R0

;565.



) ) ) )


N)

I


Sat

V),

PEN

Haa Satuan

Haa T)ta,

Ta&+a'

V),u&e Kuan

T)ta,


P"#. P"'*"!+&- L#&+

M/

72.00 Rp

6(4.44

Rp

50,000.00

72.00



2

P"#. P"'&+&-&- B%p&-#

M

34.00 Rp

2,(41.18

Rp

100,000.00

34.00



3

P"#. D!"#+ K""$ &- G%&-

M/

12.00 Rp

12,500.00

Rp

150,000.00

12.00

4

P"#. P&p&- N&'& P!"#

B

1.00 Rp

7,500.00

Rp

7,500.00

1.00

5

L+$!# K"!&

L+

1.00 Rp

150,000.00

Rp

150,000.00

1.00

6

P"#. P"'*"!+&- L#&+

L+



Rp



Rp



1.00

1.00

7

P"#. P"'&+&-&- B%p&-#

L+



Rp



Rp



1.00

1.00


R0

;565.

GAUAN ADDENDUM Haa Satuan

Haa T)ta,

Rp



Rp

Rp



Rp

Rp

12,500.00

Rp

  150,000.00

Rp

7,500.00

Rp

7,500.00

Rp

150,000.00

Rp

150,000.00

Rp

50,000.00

Rp

50,000.00

Rp

100,000.00

Rp

100,000.00

R0

;565.

GAUAN ADDENDUM Haa Satuan

Haa T)ta,

Rp



Rp



Rp



Rp



Rp

12,500.00

Rp

Rp

7,500.00

Rp

150,000.00 7,500.00

Rp

150,000.00

Rp

150,000.00

Rp

50,000.00

Rp

50,000.00

Rp

100,000.00

Rp

100,000.00

R0

;565.

REKAPITULASI RENCANA ANGGARAN BIAYA ADDENDUM RUMAH KONVENSIONAL TIPE 32 T


" " " "

Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE

N).

Ua%an

a I II II

KONTRAK B%a#a / R0  <

Pe*e!aan +

P"#"!&&- S$!%#$%! P"#"!&&- A!+$"#$%! P"#"!&&- MEP

Rp Rp Rp

52,185,677.47 56,215,216.83 16,160,408.55

SUB TOTAL

R0

19;52133

REKAPITULASI RENCANA ANGGARAN BIAYA ADDENDUM RUMAH KONVENSIONAL TIPE 32 T


" " " "

Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE

N).

Ua%an

a I II II

KONTRAK B%a#a / R0  <

Pe*e!aan +

P"#"!&&- S$!%#$%! P"#"!&&- A!+$"#$%! P"#"!&&- MEP

Rp Rp Rp

52,185,677.47 56,215,216.83 16,160,408.55

SUB TOTAL

R0

19;52133

UNGGAL

PENGAUAN ADDENDUM B%a#a / R0  $ Rp Rp Rp

66,741,425.56 51,234,386.41 16,160,408.55

R0

13;132991

UNGGAL

PENGAUAN ADDENDUM B%a#a / R0  $ Rp Rp Rp

66,741,425.56 51,234,386.41 16,160,408.55

R0

13;132991

RENCANA ANGGARAN BIAYA ADDENDUM 1 UNIT RUMAH KONVENSIONAL TIPE 32 /TUNGGAL

Satuan Ke!a

)

Pen#e$%aan Ru&a' K'u(u(

N). Pa*et

)

RKN15-33

Na&a Pa*et

)

PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA

L)*a(%

)

Ka+. MARAUKE

KONTRAK N)

II


Sat

V),

Haa

u&,a'

Satuan

T)ta,

V), Ta&+a'

Kuan

T)ta,

Pe*e!aan Stu*tu A Pe*e!aan Tana' $an P)n$a(% 1

P"#. G&&- P-&+

M

15.02 Rp

45,31(.41

Rp

680,470.87

5.46

2

P"#. U!%&- P&+! B&& P-&+

M

0.(8 Rp

117,084.45

Rp

114,157.34





20.48

4

P"#. P-&+ M"-"!%+ B&$% K&, Sp"+ 1 P9 ) 4 P+

M

7.80 Rp

810,034.47

Rp

6,318,268.88



7.80

5

P"#. P&+&- S: 15;20, 9&'p%!&- 1P9 ) 2P+ ) 3K!

M

1.02 Rp

3,(22,1(2.26

Rp

4,000,636.11

0.03

6

P"#. U!%&- T&-& K"'*& P-&+

M

7.22 Rp

15,43(.80

Rp

111,3(8.14

3.51

7

P"#. P-&+ M"-"!%+ R& B&$&, Sp"+ 1 P9 ) 3 P+

M



Rp



Rp



8.78



8.78

8

L&-$& K"!& B&& P-&+

M



Rp



Rp



2.73



2.73



0.(8  1.05 10.73

B

Pe*e!aan D%n$%n $an Ran*a Banunan

1

P"#. P&+&- K' 15;15

M

1.48 Rp

6,54(,650.00

Rp

(,662,862.3(



0.3(

2

P"#. P&+&-&- D-- B&$&#, +p"+ 1P9 ) 4P+

M/

135.2( Rp

65,(6(.25

Rp

8,(24,821.51



135.2(



3

P"#.P&+&- K"!&'# D-- 20<20

M/

8.(6 Rp

128,235.84

Rp

1,148,((3.13



3.27

5.6(

4

P"#. P&+&- R-*&# 15;15, 9&'p%!&- 1P9 ) 2P+ ) 3K!

M

1.52 Rp

3,7(6,868.(8

Rp

5,766,4(4.76



0.71

0.81

5

P"#. P&+&- R&-#& A$&p K%&K%& B&& R-&- = 0,75 ''

M/

53.38 Rp

28(,576.14

Rp

15,457,574.35



53.38

6

P"#. P&+&-&- D-- B&$% B&$&, +p"+ 1P9 ) 4P+

M/



Rp



Rp



113.53



113.53

7

P"#. P&+&- R&-#& A$&p K%&K%& K&% K"&+ II

M



Rp



Rp



2.02



2.02

T)ta, Su+ Pe*e!aan Stu*tu

R0

59145266.;6

1.0(



RENCANA ANGGARAN BIAYA ADDENDUM 1 UNIT RUMAH KONVENSIONAL TIPE 32 /TUNGGAL

Satuan Ke!a

)

Pen#e$%aan Ru&a' K'u(u(

N). Pa*et

)

RKN15-33

Na&a Pa*et

)

PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA

L)*a(%

)

Ka+. MARAUKE

KONTRAK N)

II


Sat

V),

Haa

u&,a'

Satuan

T)ta,

V), Ta&+a'

Kuan

T)ta,

Pe*e!aan Stu*tu A Pe*e!aan Tana' $an P)n$a(% 1

P"#. G&&- P-&+

M

15.02 Rp

45,31(.41

Rp

680,470.87

5.46

2

P"#. U!%&- P&+! B&& P-&+

M

0.(8 Rp

117,084.45

Rp

114,157.34





20.48

4

P"#. P-&+ M"-"!%+ B&$% K&, Sp"+ 1 P9 ) 4 P+

M

7.80 Rp

810,034.47

Rp

6,318,268.88



7.80

5

P"#. P&+&- S: 15;20, 9&'p%!&- 1P9 ) 2P+ ) 3K!

M

1.02 Rp

3,(22,1(2.26

Rp

4,000,636.11

0.03

6

P"#. U!%&- T&-& K"'*& P-&+

M

7.22 Rp

15,43(.80

Rp

111,3(8.14

3.51

7

P"#. P-&+ M"-"!%+ R& B&$&, Sp"+ 1 P9 ) 3 P+

M



Rp



Rp



8.78



8.78

8

L&-$& K"!& B&& P-&+

M



Rp



Rp



2.73



2.73



0.(8  1.05 10.73

B

Pe*e!aan D%n$%n $an Ran*a Banunan

1

P"#. P&+&- K' 15;15

M

1.48 Rp

6,54(,650.00

Rp

(,662,862.3(



0.3(

2

P"#. P&+&-&- D-- B&$&#, +p"+ 1P9 ) 4P+

M/

135.2( Rp

65,(6(.25

Rp

8,(24,821.51



135.2(



3

P"#.P&+&- K"!&'# D-- 20<20

M/

8.(6 Rp

128,235.84

Rp

1,148,((3.13



3.27

5.6(

4

P"#. P&+&- R-*&# 15;15, 9&'p%!&- 1P9 ) 2P+ ) 3K!

M

1.52 Rp

3,7(6,868.(8

Rp

5,766,4(4.76



0.71

0.81

5

P"#. P&+&- R&-#& A$&p K%&K%& B&& R-&- = 0,75 ''

M/

53.38 Rp

28(,576.14

Rp

15,457,574.35



53.38

6

P"#. P&+&-&- D-- B&$% B&$&, +p"+ 1P9 ) 4P+

M/



Rp



Rp



113.53



113.53

7

P"#. P&+&- R&-#& A$&p K%&K%& K&% K"&+ II

M



Rp



Rp



2.02



2.02

T)ta, Su+ Pe*e!aan Stu*tu

R0

1.0(



59145266.;6

KONTRAK N)


Sat

V),

Haa

u&,a'

Satuan

T)ta,

V), Ta&+a'

Kuan

T)ta,

III Pe*e!aan A(%te*tu A Pe*e!aan Lanta% 1

P"#. R&*&$ B"$- L&-$& 15 9'

M

5.63 Rp

(36,435.77

Rp

5,267,451.21



5.63



2

P"#. U!%&- P&+!  B&& L&-$&

M

3.53 Rp

106,808.61

Rp

376,500.35



1.8(

1.64

3

P"#. U!%&- T&-&  B&& L&-$&

M

5.2( Rp

102,538.15

Rp

542,170.47



5.2(

4

P"#. U!%&- T&-&  B&& L&-$&

M

5

P"#. L&-$& K"!&'# 30 < 30

M/

33.00 Rp

160,4(2.14

Rp

5,2(6,240.62





33.00

6

P"#. L&-$& K"!&'# 20 < 20

M/

2.25 Rp

128,235.84

Rp

288,530.64





2.25

7

P"#. R&*&$ B"$- L&-$& 5 9'

M

(36,435.77

Rp

1.61



1.61





Rp

Rp



Rp





6.54

 6.54

B

Pe*e!aan P,a=)n $an Ata0

1

P"#. P&:- T!p"# R&-#& K&%

M/

35.63 Rp

(0,502.25

Rp

3,224,142.66

24.04



5(.66

2

P&+. A$&p M"$& R:

M/

53.38 Rp

150,77(.10

Rp

8,048,588.36

11.6(



65.07

3

P&+. B%*%-&-

M

7.50 Rp

110,284.42

Rp

827,133.15



0.40

7.10

4

P&+.L+$p&-# P&p&- >2;20?

M

46.00 Rp

43,4(6.14

Rp

2,000,822.44



(.70

36.30

0.11

C

Pe*e!aan Ku(en P%ntu $an en$e,a

1

P"#. P"'&+&-&- K%+"- P-$% &- J"-"& K&% 5;10

M

0.08 Rp

3,810,456.24

Rp

318,744.66



0.1(

2

P"#. P&+&- P-$% >P1? @ A#+"+!+

B

1.00 Rp

423,820.48

Rp

423,820.48





1.00

3

P"#. P&+&- P-$% >P2? @ A#+"+!+

B

3.00 Rp

270,66(.64

Rp

812,008.(2





3.00

4

P"#. P&+&- P-$% K&'&! M&- >P3? @ A#+"+!+ &- &p+&- S"-

B

1.00 Rp

203,357.34

Rp

203,357.34





1.00

5

P"#. P&+&- J"-"& >J1?

B

4.00 Rp

401,320.88

Rp

1,605,283.52



1.00

3.00

D

Pe*e!aan P,e(tean

1

P"#"!&&- P"+$"!&- D-- 1 P= ) 4 P+, $"*& 15 ''

M/

270.58 Rp

45,382.34

Rp

12,27(,335.72



5(.52

211.05

2

P"#"!&&- A9&- D--

M/

270.58 Rp

26,806.(1

Rp

7,253,285.03



5(.52

211.05



33.10

203.(0

E

Pe*e!aan Pene
1

P"#. =&$ T"'*# L%&! &- D&&' >P&'! @ =&$ &+&! @ =&$ T"'*#?

M/

237.00 Rp

24,5(7.13

Rp

5,82(,520.12

2

P"#. =&$ P&:-

M/

35.63 Rp

23,(15.62

Rp

851,((3.(6

3

P"#. =&$ K&% >P-$% @ L+p&-# @ J"-"&?

M/

27.80 Rp

27,567.46

Rp

766,287.17

R0

52915912.43

T)ta, Su+ Pe*e!aan A(%te*tu

24.04 



5(.66

3.65

24.15

KONTRAK N)


Sat

V),

Haa

u&,a'

Satuan

T)ta,

V), Ta&+a'

Kuan

T)ta,

III Pe*e!aan A(%te*tu A Pe*e!aan Lanta% 1

P"#. R&*&$ B"$- L&-$& 15 9'

M

5.63 Rp

(36,435.77

Rp

5,267,451.21



5.63



2

P"#. U!%&- P&+!  B&& L&-$&

M

3.53 Rp

106,808.61

Rp

376,500.35



1.8(

1.64

3

P"#. U!%&- T&-&  B&& L&-$&

M

5.2( Rp

102,538.15

Rp

542,170.47



5.2(

4

P"#. U!%&- T&-&  B&& L&-$&

M

5

P"#. L&-$& K"!&'# 30 < 30

M/

33.00 Rp

160,4(2.14

Rp

5,2(6,240.62





33.00

6

P"#. L&-$& K"!&'# 20 < 20

M/

2.25 Rp

128,235.84

Rp

288,530.64





2.25

7

P"#. R&*&$ B"$- L&-$& 5 9'

M

(36,435.77

Rp

1.61



1.61





Rp

Rp



Rp







6.54

6.54

B

Pe*e!aan P,a=)n $an Ata0

1

P"#. P&:- T!p"# R&-#& K&%

M/

35.63 Rp

(0,502.25

Rp

3,224,142.66

24.04



5(.66

2

P&+. A$&p M"$& R:

M/

53.38 Rp

150,77(.10

Rp

8,048,588.36

11.6(



65.07

3

P&+. B%*%-&-

M

7.50 Rp

110,284.42

Rp

827,133.15



0.40

7.10

4

P&+.L+$p&-# P&p&- >2;20?

M

46.00 Rp

43,4(6.14

Rp

2,000,822.44



(.70

36.30

0.11

C

Pe*e!aan Ku(en P%ntu $an en$e,a

1

P"#. P"'&+&-&- K%+"- P-$% &- J"-"& K&% 5;10

M

0.08 Rp

3,810,456.24

Rp

318,744.66



0.1(

2

P"#. P&+&- P-$% >P1? @ A#+"+!+

B

1.00 Rp

423,820.48

Rp

423,820.48





1.00

3

P"#. P&+&- P-$% >P2? @ A#+"+!+

B

3.00 Rp

270,66(.64

Rp

812,008.(2





3.00

4

P"#. P&+&- P-$% K&'&! M&- >P3? @ A#+"+!+ &- &p+&- S"-

B

1.00 Rp

203,357.34

Rp

203,357.34





1.00

5

P"#. P&+&- J"-"& >J1?

B

4.00 Rp

401,320.88

Rp

1,605,283.52



1.00

3.00

D

Pe*e!aan P,e(tean

1

P"#"!&&- P"+$"!&- D-- 1 P= ) 4 P+, $"*& 15 ''

M/

270.58 Rp

45,382.34

Rp

12,27(,335.72



5(.52

211.05

2

P"#"!&&- A9&- D--

M/

270.58 Rp

26,806.(1

Rp

7,253,285.03



5(.52

211.05



33.10

203.(0

E

Pe*e!aan Pene
1

P"#. =&$ T"'*# L%&! &- D&&' >P&'! @ =&$ &+&! @ =&$ T"'*#?

M/

237.00 Rp

24,5(7.13

Rp

5,82(,520.12

2

P"#. =&$ P&:-

M/

35.63 Rp

23,(15.62

Rp

851,((3.(6

3

P"#. =&$ K&% >P-$% @ L+p&-# @ J"-"&?

M/

27.80 Rp

27,567.46

Rp

766,287.17

R0

52915912.43

T)ta, Su+ Pe*e!aan A(%te*tu

24.04 



5(.66

3.65

24.15

KONTRAK N)


Sat

V),

Haa

u&,a'

Satuan

T)ta,

V), Ta&+a'

Kuan

T)ta,

IV Pe*e!aan MEP A Pe*e!aan In(ta,a(% L%(t%* 1

P"#. P&+&- T$# L&'p% @ -+$&&+

T$#

5.00 Rp

120,37(.87

Rp

601,8((.35





5.00

2

P"#. P&+&- S&#&! T%-&

T$#

3.00 Rp

23,576.86

Rp

70,730.58





3.00

3

P"# P&+&- S&#&! G&-&

T$#

1.00 Rp

26,423.84

Rp

26,423.84





1.00

4

P"#. P&+&- S$p K-$&#

T$#

3.00 Rp

(0,782.36

Rp

272,347.08





3.00

5

P"#. P&+&- L&'p% SL

T$#

5.00 Rp

34,(64.76

Rp

174,823.80





5.00

6

P"#. P&+&- B< M=B G!%p

U-$

1.00 Rp

46,352.66

Rp

46,352.66





1.00

14,152.45

25.00

B

Pe*e!aan P,u&+%n

1

I-+$&&+ A! B"!+ Pp& P= & 1;2 AC @ A++"+!"+

M

25.00 Rp

Rp

353,811.25





2

K!&- A!

B

1.00 Rp

48,0(2.55 Rp

48,0(2.55





1.00

3

! D!&-

B

1.00 Rp

27,232.42

Rp

27,232.42





1.00

4

P&+. =! L&-$& @ D%%#&- =+"$ &. 1 P= ) 3 P+! ) 5 Sp$ @ A9&- > KM;C= ?

M

0.12 Rp

(36,435.77

Rp

107,6(0.11





0.12

5

P&+. =+"$ J-##

B

1.00 Rp

437,02(.00

Rp

437,02(.00





1.00

6

I-+$&&+ A! K$! Pp& P= & 3 D @ A++"+!"+

M

8.50 Rp

3(,858.00

Rp

338,7(3.00





8.50

7

I-+$&&+ A! K$! Pp& P= & 4 D @ A++"+!"+

M

(.00 Rp

58,154.00

Rp

523,386.00





(.00

8

P"#. P"'*%&$&- S"p$# T&-#  R"+&p&-

L+

1.00 Rp

5,441,51(.62

Rp

5,441,51(.62





1.00

(

S%'%! B! >F1520 '? &- +"' &%$ "$p%'p

L+

1.00

7,6(0,277.2(

Rp

7,6(0,277.2(





1.00

R0

1212;4.55

R0

19;52139.42

T)ta, Su+ Pe*e!aan MEP

TOTAL

Rp

KONTRAK N)


Sat

V),

Haa

u&,a'

Satuan

T)ta,

V), Ta&+a'

Kuan

T)ta,

IV Pe*e!aan MEP A Pe*e!aan In(ta,a(% L%(t%* 1

P"#. P&+&- T$# L&'p% @ -+$&&+

T$#

5.00 Rp

120,37(.87

Rp

601,8((.35





5.00

2

P"#. P&+&- S&#&! T%-&

T$#

3.00 Rp

23,576.86

Rp

70,730.58





3.00

3

P"# P&+&- S&#&! G&-&

T$#

1.00 Rp

26,423.84

Rp

26,423.84





1.00

4

P"#. P&+&- S$p K-$&#

T$#

3.00 Rp

(0,782.36

Rp

272,347.08





3.00

5

P"#. P&+&- L&'p% SL

T$#

5.00 Rp

34,(64.76

Rp

174,823.80





5.00

6

P"#. P&+&- B< M=B G!%p

U-$

1.00 Rp

46,352.66

Rp

46,352.66





1.00

14,152.45

25.00

B

Pe*e!aan P,u&+%n

1

I-+$&&+ A! B"!+ Pp& P= & 1;2 AC @ A++"+!"+

M

25.00 Rp

Rp

353,811.25





2

K!&- A!

B

1.00 Rp

48,0(2.55 Rp

48,0(2.55





1.00

3

! D!&-

B

1.00 Rp

27,232.42

Rp

27,232.42





1.00

4

P&+. =! L&-$& @ D%%#&- =+"$ &. 1 P= ) 3 P+! ) 5 Sp$ @ A9&- > KM;C= ?

M

0.12 Rp

(36,435.77

Rp

107,6(0.11





0.12

5

P&+. =+"$ J-##

B

1.00 Rp

437,02(.00

Rp

437,02(.00





1.00

6

I-+$&&+ A! K$! Pp& P= & 3 D @ A++"+!"+

M

8.50 Rp

3(,858.00

Rp

338,7(3.00





8.50

7

I-+$&&+ A! K$! Pp& P= & 4 D @ A++"+!"+

M

(.00 Rp

58,154.00

Rp

523,386.00





(.00

8

P"#. P"'*%&$&- S"p$# T&-#  R"+&p&-

L+

1.00 Rp

5,441,51(.62

Rp

5,441,51(.62





1.00

(

S%'%! B! >F1520 '? &- +"' &%$ "$p%'p

L+

1.00

7,6(0,277.2(

Rp

7,6(0,277.2(





1.00

R0

1212;4.55

R0

19;52139.42

Rp

T)ta, Su+ Pe*e!aan MEP

TOTAL

ENGAUAN ADDENDUM

Rp

Haa

u&,a'

Satuan

T)ta,

45,31(.41 Rp

Rp

117,084.45

Rp

Rp

810,034.47 Rp

Rp

3,(22,1(2.26 Rp

(27,(14.82 114,157.34  4,118,301.87

Rp

15,43(.80 Rp

165,5(1.83

Rp

7(5,7(4.32 Rp

6,(83,0(5.14

Rp

(36,435.77 Rp

2,556,46(.65

Rp

6,54(,650.00 Rp

7,123,726.82

Rp

65,(6(.25 Rp

Rp

128,235.84 Rp

72(,264.40

Rp

3,7(6,868.(8 Rp

3,075,463.87

Rp

28(,576.14 Rp

Rp

145,84(.65 Rp

16,557,741.(5

Rp

12,082,254.40 Rp

24,38(,6(7.86

R0





226;1;95.52

ENGAUAN ADDENDUM Haa

u&,a'

Satuan

T)ta,

Rp

45,31(.41 Rp

Rp

117,084.45

Rp

810,034.47 Rp

Rp

3,(22,1(2.26 Rp

(27,(14.82

Rp

114,157.34  4,118,301.87

Rp

15,43(.80 Rp

165,5(1.83

Rp

7(5,7(4.32 Rp

6,(83,0(5.14

Rp

(36,435.77 Rp

2,556,46(.65

Rp

6,54(,650.00 Rp

7,123,726.82

Rp

65,(6(.25 Rp

Rp

128,235.84 Rp

72(,264.40

Rp

3,7(6,868.(8 Rp

3,075,463.87

Rp

28(,576.14 Rp

Rp

145,84(.65 Rp

16,557,741.(5

Rp

12,082,254.40 Rp

24,38(,6(7.86





R0

226;1;95.52


u&,a'

Satuan

T)ta,

Rp

(36,435.77 Rp

Rp

106,808.61 Rp

Rp

102,538.15 Rp

Rp

102,538.15 Rp

670,753.31

Rp

160,4(2.14 Rp

5,2(6,240.62

Rp

128,235.84 Rp

Rp

(36,435.77

Rp

 174,672.13 

288,530.64 1,511,056.17

Rp

(0,502.25 Rp

5,3((,364.24

Rp

150,77(.10 Rp

(,810,743.70

Rp

110,284.42 Rp

783,01(.38

Rp

43,4(6.14 Rp

1,578,(0(.88

Rp

3,810,456.24 Rp

734,274.(2

Rp

423,820.48 Rp

423,820.48

Rp

270,66(.64 Rp

812,008.(2

Rp

203,357.34 Rp

203,357.34

Rp

401,320.88 Rp

1,203,(62.64

Rp

45,382.34 Rp

(,578,156.15

Rp

26,806.(1 Rp

5,657,724.35

Rp

24,5(7.13 Rp

5,015,237.01

Rp

23,(15.62 Rp

1,426,805.8(

Rp

27,567.46 Rp

665,748.65

R0

5193;342.;1


u&,a'

Satuan

T)ta,

Rp

(36,435.77 Rp

Rp

106,808.61 Rp



Rp

102,538.15 Rp

Rp

102,538.15 Rp

670,753.31

Rp

160,4(2.14 Rp

5,2(6,240.62

Rp

128,235.84 Rp

Rp

(36,435.77

174,672.13 

288,530.64

Rp

1,511,056.17

Rp

(0,502.25 Rp

5,3((,364.24

Rp

150,77(.10 Rp

(,810,743.70

Rp

110,284.42 Rp

783,01(.38

Rp

43,4(6.14 Rp

1,578,(0(.88

Rp

3,810,456.24 Rp

734,274.(2

Rp

423,820.48 Rp

423,820.48

Rp

270,66(.64 Rp

812,008.(2

Rp

203,357.34 Rp

203,357.34

Rp

401,320.88 Rp

1,203,(62.64

Rp

45,382.34 Rp

(,578,156.15

Rp

26,806.(1 Rp

5,657,724.35

Rp

24,5(7.13 Rp

5,015,237.01

Rp

23,(15.62 Rp

1,426,805.8(

Rp

27,567.46 Rp

665,748.65

R0

5193;342.;1


u&,a'

Satuan

T)ta,

Rp

120,37(.87 Rp

601,8((.35

Rp

23,576.86 Rp

70,730.58

Rp

26,423.84 Rp

26,423.84

Rp

(0,782.36 Rp

272,347.08

Rp

34,(64.76 Rp

174,823.80

Rp

46,352.66 Rp

46,352.66

Rp

14,152.45

Rp

353,811.25

Rp

48,0(2.55 Rp

48,0(2.55

Rp

27,232.42 Rp

27,232.42

Rp

(36,435.77

Rp

107,6(0.11

Rp

437,02(.00 Rp

437,02(.00

Rp

3(,858.00 Rp

338,7(3.00

Rp

58,154.00 Rp

523,386.00

Rp

5,441,51(.62 Rp

5,441,51(.62

Rp

7,6(0,277.2( Rp

7,6(0,277.2(

R0

1212;4.55

R0

13;132991


u&,a'

Satuan

T)ta,

Rp

120,37(.87 Rp

601,8((.35

Rp

23,576.86 Rp

70,730.58

Rp

26,423.84 Rp

26,423.84

Rp

(0,782.36 Rp

272,347.08

Rp

34,(64.76 Rp

174,823.80

Rp

46,352.66 Rp

46,352.66

Rp

14,152.45

Rp

353,811.25

Rp

48,0(2.55 Rp

48,0(2.55

Rp

27,232.42 Rp

27,232.42

Rp

(36,435.77

Rp

107,6(0.11

Rp

437,02(.00 Rp

437,02(.00

Rp

3(,858.00 Rp

338,7(3.00

Rp

58,154.00 Rp

523,386.00

Rp

5,441,51(.62 Rp

5,441,51(.62

Rp

7,6(0,277.2( Rp

7,6(0,277.2(

R0

1212;4.55

R0

13;132991

REKAPITULASI PSU KEGIATAN PAKET

" PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA " RKN15-33

DIVISI

KONTRAK HARGA PEKERAAN /R0.

URAIAN

A B

PEKERJAAN PERSIAPAN PEKERJAAN PERKERASAN BETON

Rp Rp

7,1(7,540.(3 383,884,625.20

= D

PEKERJAAN SALURAN PEKERJAAN PENAMBUNGAN LISTRIK

Rp Rp

171,5(0,350.(4 61,875,000.00

u&,a' Haa Pe*e!aan

R0

29;5;6516.6

REKAPITULASI PSU KEGIATAN PAKET

" PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA " RKN15-33

DIVISI

KONTRAK HARGA PEKERAAN /R0.

URAIAN

A B

PEKERJAAN PERSIAPAN PEKERJAAN PERKERASAN BETON

Rp Rp

7,1(7,540.(3 383,884,625.20

= D

PEKERJAAN SALURAN PEKERJAAN PENAMBUNGAN LISTRIK

Rp Rp

171,5(0,350.(4 61,875,000.00

u&,a' Haa Pe*e!aan

R0

29;5;6516.6

PENGAUAN ADDENDUM HARGA PEKERAAN /R0. Rp

7,1(7,540.(3

Rp Rp

383,884,625.20 167,228,506.12

Rp

61,875,000.00

R0

29145269.95

PENGAUAN ADDENDUM HARGA PEKERAAN /R0. Rp

7,1(7,540.(3

Rp Rp

383,884,625.20 167,228,506.12

Rp

61,875,000.00

R0

29145269.95

RENCANA ANGGARAN BIAYA ADENDUM

KEGIATAN

" PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA

Pe*e!aan a,an $an S

PAKET

" RKN15-33

1. P&-&- &&-

LOKASI

" Ka+. MARAUKE

2. L"*&! &&3. P&-&- S&%!&4. D'"-+ +&%!&KONTRAK

NO

URAIAN PEKERAAN

Satuan

V),u&e

PENGAUAN ADD

Haa

UMLAH

Su+

Satuan /R0

Haa /R0

T)ta, R0

V),u&e Ta&+a'

Kuan

Haa T)ta,

Satuan /R0

A

PEKERAAN PERSIAPAN

1

P&$# &- P"-%#%!&-

M

400.00

1,245.(1

4(8,364.00

400.00

Rp

1,245.(1

2

M*+&+ A&$

L+

1.00

6,6((,177

6,6((,176.(3

1.00

Rp

6,6((,176.(3



Rp

24,848.13

B

PEKERAAN PERKERASAN BETON

1

G&&- *&&- &&- > F 35 9'?

M3

140.00

24,848

3,478,738.20

R0

2

G&&- *&&- &&- > F 10 9'?

M3

0.00

24,848

0.00

3

P"'&&$&- *&&- &&-

M2

1,400.00

10,301

14,421,(74.00

4

P"#"!&&- P"-&'p&!&- L&p+&- B"$-, > K250, $ F 15 9'?

M3

210.00

1,275,000

5

P"#"!&&- P"'&+&-&- B- B!"&#"! > P&+$#?

M2

7,018

6

P"#"!&&- P"'&+&-&- B"#"+$-

M2

120.00

104,402

7

P"#"!&&- B0 "&- 9-9!"$" >$F5 9'?

M3

70.00

8(2,066

62,444,586.40

8

P"#"!&&- P"-%&-&- R% >D"? F16 ''

M

140.00

88,347

12,368,525.40

(

P"#"!&&- P"-%&-&- R% >D"? F12 ''

M

0.00

88,347

0.00

10

P"#"!&&- 9%$$"!- &- -$ +"&&-$

M

140.00

7,624.56

1,067,438.40

1,400.00

34344;295.9 140.00

140.00

Rp

24,848.13

1,400.00

Rp

10,301.41

267,750,000.00

210.00

Rp

1,275,000.00

(,825,088.00

1,400.00

Rp

7,017.(2

12,528,274.80

120.00

Rp

104,402.2(

Rp

8(2,065.52

C

PEKERAAN SALURAN

a

Pa(anan Batu Ka,%

1

G&&- S&%!&- A!

M3

180.00

58,232.(6

10,481,(32.80

2

P&+&-&- B&$% K& 1 ) 4 S&%!&-

M3

360.00

312,232.6(

112,403,768.40

3

R&*&$ L&-$& D&+&! S&%!&- 1 ) 3 ) 5 >&%+#&- ? $"*& F 5 9'

M3

32.00

(15,1(2.72

2(,286,167.04

4

P"#"!&&- P"+$"!&- 1 ) 4 &- A9&- S&%!&-

M2

633.60

23,(04.8(

15,146,138.30

6

P"#"!&&- p&+! %!% $ F 5 9'

M3

40.00

106,808.61

4,272,344.40

7

P&+. B&$& M"!& 1 )4 S&%!&-

'3

0.00

140.00

70.00 140.00 140.00

R0



61765;.73

0.00



Rp

88,346.61

140.00

Rp

88,346.61

140.00

Rp

7,624.56

1615735.7;

144.00

324.00 360.00 16.00

Rp

58,232.(6

Rp

312,232.6( (15,1(2.72

16.00

Rp

1,040.00

Rp

23,(04.8(

4.00

36.00

Rp

106,808.61



180.00

Rp

583,3(8.60

406.40

180.00



RENCANA ANGGARAN BIAYA ADENDUM

KEGIATAN

" PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA

Pe*e!aan a,an $an S

PAKET

" RKN15-33

1. P&-&- &&-

LOKASI

" Ka+. MARAUKE

2. L"*&! &&3. P&-&- S&%!&4. D'"-+ +&%!&KONTRAK

NO

URAIAN PEKERAAN

Satuan

V),u&e

PENGAUAN ADD

Haa

UMLAH

Su+

Satuan /R0

Haa /R0

T)ta, R0

V),u&e Ta&+a'

Kuan

Haa T)ta,

Satuan /R0

A

PEKERAAN PERSIAPAN

1

P&$# &- P"-%#%!&-

M

400.00

1,245.(1

4(8,364.00

400.00

Rp

1,245.(1

2

M*+&+ A&$

L+

1.00

6,6((,177

6,6((,176.(3

1.00

Rp

6,6((,176.(3



Rp

24,848.13

B

PEKERAAN PERKERASAN BETON

1

G&&- *&&- &&- > F 35 9'?

M3

140.00

24,848

3,478,738.20

R0

2

G&&- *&&- &&- > F 10 9'?

M3

0.00

24,848

0.00

3

P"'&&$&- *&&- &&-

M2

1,400.00

10,301

14,421,(74.00

4

P"#"!&&- P"-&'p&!&- L&p+&- B"$-, > K250, $ F 15 9'?

M3

210.00

1,275,000

5

P"#"!&&- P"'&+&-&- B- B!"&#"! > P&+$#?

M2

7,018

6

P"#"!&&- P"'&+&-&- B"#"+$-

M2

120.00

104,402

7

P"#"!&&- B0 "&- 9-9!"$" >$F5 9'?

M3

70.00

8(2,066

62,444,586.40

8

P"#"!&&- P"-%&-&- R% >D"? F16 ''

M

140.00

88,347

12,368,525.40

(

P"#"!&&- P"-%&-&- R% >D"? F12 ''

M

0.00

88,347

0.00

10

P"#"!&&- 9%$$"!- &- -$ +"&&-$

M

140.00

7,624.56

1,067,438.40

1,400.00

140.00

Rp

24,848.13

1,400.00

Rp

10,301.41

267,750,000.00

210.00

Rp

1,275,000.00

(,825,088.00

1,400.00

Rp

7,017.(2

12,528,274.80

120.00

Rp

104,402.2(

Rp

8(2,065.52

PEKERAAN SALURAN

a

Pa(anan Batu Ka,%

1

G&&- S&%!&- A!

M3

180.00

58,232.(6

10,481,(32.80

2

P&+&-&- B&$% K& 1 ) 4 S&%!&-

M3

360.00

312,232.6(

112,403,768.40

3

R&*&$ L&-$& D&+&! S&%!&- 1 ) 3 ) 5 >&%+#&- ? $"*& F 5 9'

M3

32.00

(15,1(2.72

2(,286,167.04

4

P"#"!&&- P"+$"!&- 1 ) 4 &- A9&- S&%!&-

M2

633.60

23,(04.8(

15,146,138.30

6

P"#"!&&- p&+! %!% $ F 5 9'

M3

40.00

106,808.61

4,272,344.40

7

P&+. B&$& M"!& 1 )4 S&%!&-

'3

0.00

U-$

50.00

140.00

70.00 140.00 140.00

R0

D

PEKERAAN PENYAMBUNGAN LISTRIK

1

P"-&'*%-&- L+$!# (00 &



Rp

88,346.61

140.00

Rp

88,346.61

140.00

Rp

7,624.56

1615735.7;

144.00

324.00 360.00 16.00

0.00

180.00



Rp

58,232.(6

Rp

312,232.6( (15,1(2.72

16.00

Rp

1,040.00

Rp

23,(04.8(

4.00

36.00

Rp

106,808.61



180.00

Rp

583,3(8.60

50.00

Rp

675,000.00

406.40

R0 675,000.00

34344;295.9

140.00

C



61765;.73

21465.

33,750,000.00

 M"$"!&- $#"- p%+& 2

J&'-&- I+$&&+ >BPUJL?

&

45,000.00

275.00

12,375,000.00

45,000.00

Rp

275.00

3

S"!$:#&$ L&&# Op"!&+ &- K-+%

&

45,000.00

350.00

15,750,000.00

45,000.00

Rp

350.00

TOTAL

R0

29;5;6516.6

TOTAL

R0

,uan

;. ' 3.5 ' 4. ' 5> ;5 9'2

ENDUM UMLAH

Su+

Haa /R0

T)ta,

Rp

4(8,364.00

Rp

6,6((,176.(3

Rp Rp

3,478,738.20 14,421,(74.00

Rp

267,750,000.00

Rp

(,825,088.00

Rp

12,528,274.80

Rp

62,444,586.40

12,368,525.40

Rp

1,067,438.40

Rp

R0

34344;295.9

R0

12699452.19



Rp

Rp

61765;.73



Rp

Rp

R0

18,867,47(.04 

Rp

14,643,083.52

Rp

24,861,085.60

Rp

3,845,10(.(6

Rp

105,011,748.00

29;5;6516.6

,uan

;. ' 3.5 ' 4. ' 5> ;5 9'2

ENDUM UMLAH

Su+

Haa /R0

T)ta,

Rp

4(8,364.00

Rp

6,6((,176.(3

Rp Rp

3,478,738.20 14,421,(74.00

Rp

267,750,000.00

Rp

(,825,088.00

Rp

12,528,274.80

Rp

62,444,586.40

12,368,525.40

Rp

1,067,438.40

Rp

R0

34344;295.9

R0

12699452.19

R0

21465.

R0

29145269.95



Rp

Rp

61765;.73



Rp

Rp

R0

18,867,47(.04 

Rp

14,643,083.52

Rp

24,861,085.60

Rp

3,845,10(.(6

Rp

105,011,748.00

Rp

33,750,000.00

Rp

12,375,000.00

Rp

15,750,000.00

R0

29145269.95

VOLUME 1 UNIT RUMAH KONVENSIONAL TIPE 36 Satuan Kerja

:

Penyediaan Ruma Ku!u!

N"# Pa$et

:

RKN1%&33

Nama Pa$et

:

PEM'AN(UNAN RUMAH KHUSUS )I KA'# MARAUKE PROV# PAPUA

L"$a!i

:

Ka*# MARAUKE

K"ntra$t"r Pe+a$!ana

:

PT# PAPUA SINAR ANU(RAH

N" I

Uraian Pe$erjaan

Panjan,

-.&./.:

m2

Le*ar

-.&./.:

Tin,,i

-.&./.:

0um+a

m2

m2

=

m2

V"+ume m2

Pe$erjaan Per!iaan

1

Pek. Pembersihan lokasi

8.00

2

Pek. Pemasangan bowplank

5.50

3

x

50.00

=

3,600.00

x

50.00

=

1,700.00

Pekerjaan Pemba!an "ireksi #ee! $an g$ang kran 3 m x % m

=

12.00

%

Papan &ama Pro'ek

=

1.00

5

(is!rik #erja

=

1.00

=

20.%8

=

20.%8

II 1

x

9.00

x

1.00

7.50

Pe$erjaan Tana4 P"nda!i4 dan S+""5 )alian Pon$asi *P1+

39.00

x

0.70

x

0.75

x

1.00

T"ta+ 2

rgan Pasir bawah pon$asi *P1+

39.00

x

0.50

x

0.05

x

1.00

T"ta+ Panjang 3

Pon$asi eners /a! #ali *P1+

(ebar bawah

39.00

0.50

(ebar a!as

!inggi

0.25

5

0.98 0.98

-mlah 0.60

1.00

=

8.78

=

8.78

=

10.73

Pembesian 1 m3 sloo 1520

=

%.5%

 Pembesian sloo $=12 mm seban'ak % bah

=

3.56

=

%.00

T"ta+ %

= =

Pek. rgan anah #embali Pon$asi Pek. Pasang loo 1520, 4ampran 1P4  2Ps  3#rl

$=12 mm, bera! besi = 0.89 #g -mlah Panjang % bah /esi

1.00

x

1.00

x

1.000

x

%.00

 /egel $=6, jarak 15 4m =

olme /esi $gn $= 6 mm, /era! /esi 0.22 #g -mlah /egel 'ang $iperlkan

1.00

0.15

0.200

=

0.98 6.67

VOLUME 1 UNIT RUMAH KONVENSIONAL TIPE 36 Satuan Kerja

:


N"# Pa$et

:

RKN1%&33

Nama Pa$et

:


L"$a!i

:

Ka*# MARAUKE


:


N" I

Panjan,

Uraian Pe$erjaan

-.&./.:

Le*ar

m2

-.&./.:

Tin,,i

-.&./.:

=

0um+a

m2

m2

m2

V"+ume m2


1

Pek. Pembersihan lokasi

8.00

2

Pek. Pemasangan bowplank

5.50

3

x

50.00

=

3,600.00

x

50.00

=

1,700.00

Pekerjaan Pemba!an "ireksi #ee! $an g$ang kran 3 m x % m

=

12.00

%

Papan &ama Pro'ek

=

1.00

5

(is!rik #erja

=

1.00

=

20.%8

=

20.%8

II

x

9.00

x

1.00

7.50

Pe$erjaan Tana4 P"nda!i4 dan S+""5

1

)alian Pon$asi *P1+

39.00

x

0.70

x

0.75

x

1.00

T"ta+ 2

rgan Pasir bawah pon$asi *P1+

39.00

x

0.50

x

0.05

x

1.00

T"ta+ Panjang 3

Pon$asi eners /a! #ali *P1+

(ebar bawah

39.00

(ebar a!as

0.50

!inggi

0.25

1.00

=

8.78

=

8.78

=

10.73

Pembesian 1 m3 sloo 1520

=

%.5%

 Pembesian sloo $=12 mm seban'ak % bah

=

3.56

=

%.00

Pek. rgan anah #embali Pon$asi

5

0.98 0.98

-mlah 0.60

T"ta+ %

= =

Pek. Pasang loo 1520, 4ampran 1P4  2Ps  3#rl


1.00

x

1.00

x

1.000

x

%.00

 /egel $=6, jarak 15 4m =

olme /esi $gn $= 6 mm, /era! /esi 0.22 #g -mlah /egel 'ang $iperlkan

1.00

0.15

0.200

=

6.67

0.15

0.200

=

0.67

o!al #eb!han Panjang /esi /egel

=

%.%7

#eb!han #awa! n!k mengika! besi = 10 bera! besi

=

0.%5

=

0.%0

Panjang 1 bah besi begal

 /ekis!ing sloo

1.00

1.00

x

Panjang olme loo *1+

1

x

(ebar

35.00

III

0.98

2.00

x

inggi

0.15

0um+a

0.200

1.00

35.00

T"ta+ Panjang

Pe$erjaan Lantai Pek. rgan pasir $i bawah lan!ai, !=5 4m

0.200

(ebar

ebal

=

1.05

=

1.05

-mlah

"apr  :. #elarga

5.00

x

3.00

x

0.05

x

1.00

=

0.69

:. i$r

3.00

x

2.50

x

0.05

x

2.00

=

0.67

1.00

x

3.00

x

0.05

x

1.00

=

0.1%

1.50

x

1.50

x

0.05

x

1.00

=

0.09

0.75

x

1.50

x

0.05

x

eras

oile! eras /elakang

1.00

T"ta+

=

0.05

=

1#6

= 2

Pek. rgan anah $i bawah lan!ai, !=10 4m


5.00

x

3.00

x

0.20

x

1.00

=

2.76

:. i$r

3.00

x

2.50

x

0.20

x

2.00

=

2.68

eras oile!

eras /elakang

1.00

x

3.00

x

0.20

x

1.00

=

0.5%

1.50

x

1.50

x

0.20

x

1.00

=

0.36

0.75

x

1.50

x

0.20

x

1.00

T"ta+ 3

 eras belakang


1.00

x

3.00

x

0.05

x

1.00

=

0.12

:. i$r

1.50

x

0.75

x

0.05

x

1.00

=

0.0%

 :ang am ; "apr

eras

 #amar 1  2

oile!

 #oile!

5.00

x

3.00

x

0.05

x

1.00

=

0.69

3.00

x

2.50

x

0.05

x

2.00

=

0.67

eras /elakang

1.50

x

1.50

x

0.05

x

=

0.09

=

1#61

1.00

T"ta+

(an!ai #eramik 30 x 30


5.00

x

3.00

x

1.00

=

15.00

:. i$r

3.00

x

2.50

x

2.00

=

15.00

eras

1.00

x

3.00

x

1.00

T"ta+ 5

(an!ai #eramik 20 x 20 *n!k <+

IV

Pe$erjaan K"+"m dan )indin,

1

0.19

6#%

Pasang (an!ai :aba!, !=5 4m  eras $epan

%

= =

1.50

x

1.50

x

Pek. #olom 1515, 1 P42Ps3krl

1.00

=

3.00

=

33#77

=

8#8%

11 !i!ik

Pembesian 1 m3 kolom 1515

=

155.85

 Pembesiankolom $=12 mm, seban'ak % bah

=

123.75

=

139.0%

=

32.10

$=12 mm, bera! besi = 0.89 #g o!al Panjang besi n!k #olom, % bah

%.000

x

3.16

x

11.00

 /egel $=6, jarak 15 4m olme /esi $gn $= 6 mm, /era! /esi 0.22 #g

N"

Panjan,

Uraian Pe$erjaan

-.&./.:

Le*ar

m2

-.&./.:

Tin,,i

-.&./.:

=

0um+a

m2

m2

m2

#eb!han #awa! n!k mengika! besi = 10 bera! besi o!al Panjang #olom

=

15.58 38.%0

3.20

x

12.00

=

 /e!on kolom

0.15

x

0.15

x

3.20

x

12.00

=

0.86

/e!on #olom <4

0.15

x

0.15

x

2.60

2.00

=

0.12

0.15

x

0.15

x

2.37

 /e!on kolom sopi sopi, kolom soi2 han'a a$a 2

2.00

x

T"ta+ 2

V"+ume m2

Pa!# )indin, 'ata$"

(>/?:

AoriBon!al *1+ *3 -en$ela, 1 P1, 9 en!ilasi+

0.11 1.09

=

113#%3

5.50

x

1.00

x

3.20

x

1.00

=

13.26

AoriBon!al *2+

2.50

x

1.00

x

3.20

x

1.00

=

8.00

AoriBon!al *3+ *1 -en$ela, 1 P2, 2 en!ilasi+

5.50

x

1.00

x

3.20

x

1.00

=

15.18

AoriBon!al *%+ *2en!ilasi+

1.50

x

1.00

x

2.60

x

1.00

=

3.83

er!ikal #anan

6.00

x

1.00

x

3.20

x

1.00

=

19.20

er!ikal engah *2 P2, 6 en!ilasi+

6.00

x

1.00

x

3.20

x

1.00

=

15.69

er!ikal <

3.00

x

1.00

x

2.60

x

1.00

=

6.38

er!ikal #iri

5.00

x

1.00

x

3.20

x

1.00

=

16.00

=

97.53 8.89

@&))@

= =

35.00

T"ta+

opi sopi er!ikal

7.50

1.00

2.37

=

6.00

1.00

2.37

=

7.11

=

16.00

T"ta+ #>(@(@&) 3

Pas."in$ing keramik !oile!

@&))@

3.57

0.20

=

0.71

%.77

1.65

=

6.%5

=

7.16

T"ta+ (>/?:

#C>DD

@&))@

0UMLAH

P1

0.88

x

1.00

x

2.13

x

1.00

=

1.87

P2

0.85

x

1.00

x

1.93

x

1.00

=

1.6%

P3

0.75

x

1.00

x

1.90

x

1.00

=

1.%3

-1

1.29

x

1.00

x

0.55

x

1.00

=

0.71

en!ilasi

0.15

x

1.00

x

0.25

x

1.00

=

0.0% 5.69

%

"in$ing

Ples!eran, != 5 4m

1.00

opi2

97.53

x

2.00

=

16.00

x

1

=

16.00 211.05

t"ta+ 5

195.06

Pek. Pasang :ingbalk 1515, 4ampran 1P4  2Ps  3#rl Pembesian 1 m3 :ingbalk 1515

=

158.26

 Pembesian :ingbalk $=12 mm seban'ak % bah

=

128.16

=

1%%.00

=

30.10 2%0.00


36.00

x

1.00

x

1.000

x

%.00

 /egel $=6, jarak 15 4m olme /esi $gn $= 6 mm, /era! /esi 0.22 #g 36.00

0.15

0.150

=

0.15

0.150

=

0.57

o!al #eb!han Panjang /esi /egel

=

136.80

#eb!han #awa! n!k mengika! besi = 10 bera! besi

=

15.83

=

1%.%0

-mlah /egel 'ang $iperlkan Panjang 1 bah besi begal

 /ekis!ing sloo

36.00

x

1.00

x

0.200

x

2.00

=

1#3

olme :ingbalk *1+

5.50

0.15

0.150

1.00

=

0.12


3.00

0.15

0.150

1.00

=

0.07


2.50

0.15

0.150

2.00

=

0.11

olme :ingbalk *%+

1.50

0.15

0.150

2.00

=

0.07


6.00

0.15

0.150

2.00

=

0.27


7.50

0.15

0.150

1.00

=

0.17

=

0.81

T"ta+ Rin,*a+$

36.00

T"ta+

Panjang /alok opisopi *1+

(ebar

13.8%

inggi

0.15

0um+a

0.15

2

T"ta+

V

Pe$erjaan P+a5"nd dan Ata

1

Pas. Plaon$ riplek %mm

er!ikal

H"ri!"nta+

7.60

x

3.30

=

25.08

@@@

9.10

x

3.80

=

3%.58

=

%9#66

er!ikal Pas. :angka ?!ap e!al :oo

0.62

7#68

@

T"ta+

2

= =

H"ri!"nta+

@

7.60

x

3.30

=

25.08

@@@

9.10

x

3.80

=

3%.58

T"ta+ 3

Pas. ?!ap e!al :oo

@

%.39

x

3.50

@

6.12

x

3.10

x

%9#66 3.00

=

%6.10

=

18.97

6%#7

%

Pas. /bngan e!al :oo

5

Pas. (isplang papan ka' 220

6

Pas "ak be!on 4anop'

5.50

;

0.80

;

0.80

=

#17

=

36#37

N"

Uraian Pe$erjaan

Panjan,

-.&./.:

m2

Le*ar

-.&./.:

Tin,,i

-.&./.:

m2

m2

0um+a

=

m2

V"+ume m2

3

Pek. Pasang ksen Pin! *P3+

1.00

x

0.75

x

1.90

x

1.00

=

%.55

%

Pek. Pasang ksen -en$ela *-1+

1.00

x

1.29

x

0.55

x

%.00

=

1%.72

=

38.5%

T"ta+

N"

Panjan,

Uraian Pe$erjaan

-.&./.:

m2

Le*ar

-.&./.:

ebal ksen

Tin,,i

-.&./.:

m2

V"+ume m2

ebal ksen

olme Pasang #sen *5 4mE104m+

0.05

x

0.1

1

Pek. Pasang Pin! *P1+

2.10

x

0.82

x

1.00

x

2

Pek. Pasang Pin! *P2+

1.90

x

0.82

x

1.00

x

3

Pek. Pasang Pin! P #amar an$i *P3+

1.90

x

0.75

x

1.00

%

Pek. Pasang -en$ela *-1+

1.1%

x

0.55

x

1.00

=

0um+a

m2

m2

=

0.19

1.00

=

1.72

3.00

=

%.67

x

1.00

=

1.%3

x

%.00

=

2.51 10.33

VII

Pe$erjaan In!ta+a!i Li!tri$

1

Pek. Pasang i!ik (amp

=

5.00

2

Pek. Pasang aklar !nggal

=

3.00

3

Pek. Pasang aklar )an$a

=

1.00

%

Pek. Pasang !op kon!ak

=

3.00

5

Pek. Pasang (amp Pijar

=

5.00

6

Pek. Pasang /ox ekring 1 )rop

=

1.00

7

Pek. Pasang /ox / )rop

=

1.00

=

195.06

VIII Pe$erjaan Pen,e;atan 1

Pek. a! embok (ar $an "alam

97.53

x

2

sopisopi

16.00

x

1

7.16

x

1

"in$ing #eramik oile!

T"ta+ 2

Pek. Plaon$

3

Pek. a! #a' * Pin!, -en$ela+

59.66

x

1.00

16.00 7.16 =

203.90

=

59.66

=

59.66

=

#7<

kran #sen

#sen

0.05

x

0.1

P1

0.88

x

1.00

(as Permkaan ksenF Panjang ksen G kran ksen x

2.13

x

1.00

=

5.1%

P2

0.85

x

1.00

x

1.93

x

3.00

=

1%.13

P3

0.75

x

1.00

x

1.90

x

1.00

=

%.55

-1

1.29

x

1.00

x

0.55

x

%.00

=

1%.72

=

38.5% 3.75

T"ta+ "an Pin!

I=

P1

0.88

x

1.00

x

2.00

x

2.13

x

1.00

=

P2

0.85

x

1.00

x

2.00

x

1.93

x

3.00

=

9.8%

P3

0.75

x

1.00

x

2.00

x

1.90

x

1.00

=

2.85

%.00

=

16#

PEKER0AAN PLUM'IN(

1

@ns!alasi air bersih pipa P $ia 12H ?<; assesories

=

25.00

2

#ran air

=

1.00

3

Dloor "rain

=

1.00

%

Pas. or lan!ai ; $$kan 4lose! a$. 1 P  3 Psr  5 pli! ; a4ian * #< +

=

0.07

5

Pas. lose! jongkok

=

1.00

6

@ns!alasi air ko!or pipa P $ia 3H "; ?ssesories

I=

8.50

7

@ns!alasi ko!oran pipa P $ia %H "; ?ssesories

=

9.00

8

/ak an$i Diber kapasi!as 0,3 m3

=

1.00

I= 1

PEKER0AAN LAIN&LAIN Pek. Pemba!an ep!ik ank  :esapan )alian !anah *m3+ Pasang /a!ako or be!on 1  2 3 *!!p sep!i4 !ank+  Pembesian

=

1.00

2.%0

x

2.16

x

2.00

=

12.%%

x

1.00

x

1.00

x

1.00

=

23.36

x

2.%0

1.20

x

23.36 1.20 19.20

x

19.20

x

1.00

x

0.%0

=

15.17

 /ekis!ing

0.58

x

1.00

x

1.00

x

1.00

=

0.58

 /e!on

1.20

x

2.%0

x

0.08

x

1.00

=

0.23

=

1.00

Pasir rg

1.90

x

0.50

x

0.05

x

1.00

=

0.05

@jk 2,5 lapis *!=10 4m+

1.90

x

0.50

x

1.00

x

2.50

=

2.38

=

1.00

 )alian !anah *m3+

1.00

x

1.00

x

1.00

x

1.00

=

1.00

emi ?!o -e!pmp

1.00

x

1.00

x

1.00

x

1.00

=

1.00

Pipa (bang Aawa

2

Pek. Pemba!an mr $alam

Sat

m2 mI  /h (s

m3 m3 m3 m3 m3 m3 m3

kg kg mI

kg bah mI mI kg m2

m3 m3

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

m3 m3 m3 m3 m3 m3

m2 m2 m2 m2

kg kg

mI

kg

Sat

kg mI m3 m% m3 m3 m2 m2 m2 m2 m2

m2 m2 m2 m2 m2 m2 m2 m2 m3 m2 m2 m2 m2 m2 m2

m2

kg kg mI

kg bah mI mI kg m2

m3 m3 m3 m3 m3 m3 m3

m3 m3

m2 m2 m2

m2 m2 m2 m2 m2 m2

mI mI

Sat mI mI m2

Sat

m3 m2 m2 m2 m2

!i!ik !i!ik !i!ik !i!ik !i!ik ni! ni!

m2

m2 m2 m2 m2 mI mI mI mI mI m2 m2 m2 m2

mI bh bh m3 bh mI mI bh

ni! m3 m2 kg m2 m3 ls m3 m2 ni! bh bh

BACKUP VOLUME PSU K " & $& - )

P "# "! && - J & &- & - S & %! &1. P&-&- &&2. L"*&! &&3. P&-&- S&%!&4. D'"-+ +&%!&-

&o

@!em Pekerjaaan

?nallisa ?ri!ma!ika P

(

!

n

=

hasil

'A>KUP PSU

PEKER0AAN PERKERASAN 'ETON 1

)alian ba$an jalan *h = 104m+

%00.00

x

3.50

2

Pema$a!an ba$an jalan

%00.00

x

3.50

3

Pekerjaan Penghamparan (apisan /e!on, * #250, ! = 15 4m+

%00.00

x

3.50

x

0.15

%

Pekerjaan Pemasangan /on$ /reaker * Plas!ik+

1%00.00

5

Pekerjaan Pemasangan /ekes!ing

%00.00

x

0.15

x

2.00

6

Pekerjaan /0 lean 4on4re!e *!=5 4m+

%00.00

x

3.50

x

0.05

=

70.00

7

Pekerjaan Penlangan :ji *"owel+ $=12 mm

x

%0.00

=

1%0.00

8

Pekerjaan 4!!ering $an join! sealan!

=

1%0.00

3.50

x

0.10

1%0.00

=

1%0.00

=

1%00.00

=

210.00

=

1%00.00

=

120.00

PEKER0AAN SALURAN Pa!an,an 'atu Ka+i 1

)alian alran ?ir

%00.00

x

0.90

x

0.%5

x

2.00

=

32%.00

2

Pasangan /a! #ali 1  % alran

%00.00

x

0.25

x

0.%5

x

%.00

=

180.00

3

:aba! (an!ai "asar alran 1  3  5 *$ihalskan + !ebal = 5 4m

%00.00

x

0.%0

x

0.05

x

2.00

=

16.00

%

Pekerjaan Ples!eran 1  % $an ?4ian alran

%00.00

x

0.65

x

x

%.00

=

10%0.00

5

Pekerjaan pasir rg ! = 5 4m

%00.00

x

0.90

x

0.05

x

2.00

=

36.00

;.

'

3.5

'

197;.

'

5> ;5 9'2

olme

a!an

1%0.00

m3

1%00.00

m2

210.00

m3

1%00.00

m2

120.00

m2

70.00

m3

1%0.00

mI

1%0.00

mI

32%.00

m3

180.00

m3

16.00

m3

10%0.00

m2

36.00

m3

;.

'

3.5

'

197;.

'

5> ;5 9'2

olme

a!an

1%0.00

m3

1%00.00

m2

210.00

m3

1%00.00

m2

120.00

m2

70.00

m3

1%0.00

mI

1%0.00

mI

32%.00

m3

180.00

m3

16.00

m3

10%0.00

m2

36.00

m3

)A?TAR HAR(A SATUAN UPAH KER0A )AN 'AHAN 'AN(UNAN Satuan Kerja

:


N"# Pa$et

:

RKN1%&33

Nama Pa$et

:

L"$a!i

:

Ka*# MARAUKE


:


N"# I#

II


URAIAN UPAH KER0A . 'AHAN 'AN(UNAN . ALAT

MATERIAL .

SATUAN

HAR(A

R#2

UPAH KER0A an$or

CrgAari

75,360.00

#epala !kang

CrgAari

68,700.00

kang ba!

CrgAari

6%,056.93

kang besi  !kang las

CrgAari

6%,056.93

kang 4a!

CrgAari

6%,056.93

kang ka'

CrgAari

6%,056.93

kang (is!rik

CrgAari

6%,056.93

kang

CrgAari

6%,056.93

kang !ak !erampil

CrgAari

6%,056.93

kang !erampil

CrgAari

6%,056.93

Pekerja

CrgAari

5%,58%.3%

Cpera!or erla!ih

CrgAari

6%,056.93

Pemban! Cpera!or

CrgAari

60,%98.22

opir

CrgAari

%9,822.06

Pemban! opir

CrgAari

%9,822.06

'AHAN . MATERIAL

)A?TAR HAR(A SATUAN UPAH KER0A )AN 'AHAN 'AN(UNAN Satuan Kerja

:


N"# Pa$et

:

RKN1%&33

Nama Pa$et

:

L"$a!i

:

Ka*# MARAUKE


:


N"# I#

II#



MATERIAL .

SATUAN

HAR(A

R#2

UPAH KER0A an$or

CrgAari

75,360.00

#epala !kang

CrgAari

68,700.00

kang ba!

CrgAari

6%,056.93

kang besi  !kang las

CrgAari

6%,056.93

kang 4a!

CrgAari

6%,056.93

kang ka'

CrgAari

6%,056.93

kang (is!rik

CrgAari

6%,056.93

kang

CrgAari

6%,056.93

kang !ak !erampil

CrgAari

6%,056.93

kang !erampil

CrgAari

6%,056.93

Pekerja

CrgAari

5%,58%.3%

Cpera!or erla!ih

CrgAari

6%,056.93

Pemban! Cpera!or

CrgAari

60,%98.22

opir

CrgAari

%9,822.06

Pemban! opir

CrgAari

%9,822.06

'AHAN . MATERIAL 'aan 'an,unan /a! :oolag  /a! /elah * )nng +

m3

253,680.01

/a! Pe4ah 12 * pli! +

m3

320,28%.69

/a! Pe4ah 23

m3

380,782.91

/a! Pe4ah 3%

m3

2%9,110.32

/a! Pe4ah 57

m3

33%,519.57

#erikil or * #erikil kali Pilihan +

m3

355,871.88

Pasir /e!on

m3

7%,733.09

Pasir Pasang

m3

7%,733.09

Pasir rg

m3

7%,733.09

anah rg

m3

71,17%.37

Ata 'aja Rin,an

smar!rss 75.100

mI

%%,031.19

smar!rss 75.75

mI

%%,031.19

/esi s!rip !ebal 5 mm

mI

11,7%3.77

bah

1,%87.5%

-rai

rew

mI

85,%09.25

!rap /ra4ing

mI

11,7%3.77

'atu 'ata /a!ako

/ah

960.85

/a! !ela

/ah



/a! ba!a

/ah

1,587.00

Bak

99,000.00

Semen Por!lan$ emen! emen
kg

2,562.27

emen p!ih

Bak

92,%00.00

ealen!

kg

13,665.%8

N"#


MATERIAL .

SATUAN

HAR(A

R#2

Kerami$ #eramik *30x30+

bh

5,305.72

#eramik *20x20+

bh

1,067.61

'aan Ata &ok bbngan gen!eng

/ah

12,980.78

eng Pla! /-(. 0,20

(br

62,775.80

eng Pla! /-(. 0,30

(br

75,302.%9

)en!eng e!al :oo

m2

7%,908.89

'aan Kayu

#a' #elas @

m3

7,950,000.00

#a' #elas @@

m3

2,8%6,975.08

#a' #elas @@@

m3

1,779,359.%3

#a' "olken J=8 4m, p=% m

b!g

10,676.15

in'ak #a' */ekis!ing+

(i!er

5,338.07

'aan 'e!i /esi /e!on

kg

5,231.31

/esi lir

kg

8,056.22

/esi /e!on Polos $ = 6 mm

kg

5,231.31

/esi /e!on Polos $= 8 mm

kg

5,231.31

/esi /e!on Polos $= 12 mm

kg

5,231.31

/esi !rip

kg

1%,%00.00

#awa! Aarmonika  lebar 2m

m2

15,516.01

#awa! @ka! /e!on

#g

2%,%53.38

Ka@at

#asa &'amk /esi

(br

18,861.20

#asa &'amk Plas!ik  &elon

(br

18,078.29

(br

%5,017.79

'aan P+a5"n riplek 3 mm riplek 5 mm

(br

58,523.13

ml!iplek 9 mm

(br

103,5%3.77

mI

5,895.01

'aan Pia Pipa P. "ia. 12H * ?< + Pipa P. "ia. 3%H *?<+

mI

11,809.96

Pipa P. "ia. 3H * " +

mI

25,331.93

Pipa P. "ia.%H * " +

mI

39,166.5%

#a4a /ening ebal 3,00 mm

m2

12%,888.25

#a4a /ening ebal 5,00 mm

m2

163,315.30

'aan Ka;a

#a4a :a'ben ebal 5,00 mm

m2

171,930.2%

#a4a &ako !ralis 8 klip

se!

256,725.97

/ola (amp ( 9 wa!!

/ah

20,6%0.56

/ox ekering 1 )rop ; ?44

/ah

32,028.%6

'aan Li!tri$

#abel &K 2 x 2,5 mm

m1

7,829.18

#abel &K 3 x 2,5 mm

m1

10,676.15

aklar )an$a

/ah

12,099.6%

aklar nggal

/ah

9,252.66

!op #on!ak

/ah

56,939.50

N"#


MATERIAL .

SATUAN

HAR(A

R#2

'aan Sanitair lose! -ongkok #eramik lokal

/ah

155,65%.09

#ran ?ir 3% plas!ik ; ?44

/ah

%0,01%.9%

Dloor $rain plas!ik

/ah

19,217.08

al!ipe

/ah

2,%91.10

@jk

#g

%%,183.62

?ir

li!er

1%2.3%

kg

29,772.95

'aan Pa$u Pak ampran Pak eng

kg

1%,886.83

Pak skrp

kg

18,683.27

Pak ripleks

kg

1%,733.09

?mplas

(br

7,661.92

a! besi

#g

25,053.38

a! "asar * eni +

#g

11,988.61

a! embok

#g

96,085.%0

Plamir

#g

1%,9%6.61

"empl #a'

#g

18,861.20

'aan ?ini!in,

(em #a'

kg

11,209.96

in'ak a!

kg

36,085.%0

:esi$

kg

3,985.76

ernis  Pli!r

kg

17,793.59

?la! /an!

se!

22,775.80

:ea$'mix /e!on /0 anpa Pompa *elang+

m

3

%78,291.81

:ea$'mix /e!on # 125, anpa Pompa *elang+

m3

%78,291.81

Pin! P ; #sen

e!

238,309.%3

emi ?!o je!pmp

ni!

2,8%6,975.08

(mpsm mr bor

ni!

%,8%3,302.21

/ensin

(!r

8,500.00

olar

(!r

8,000.00

Cli

(!r

15,000.00

Plas!ik

m2

5,8%8.27

ablon

ls

36,551.71

Pek. Papan &ama Pro'ek

/h

750,000.00

(is!rik #erja

(s

1%,995,815.8%

'aan 'a$ar

Lain +ain


Satuan Ke!a N). Pa*et Na&a Pa*et L)*a(% K)nta*t) Pe,a*(ana

" " " " "

ANALISA HARGA SATUAN Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE PT. PAPUA SINAR ANUGRAH

Me&a(an 1 &3 0a(anan Batu +ata (0e(% 1 PC " ; PS Ke+utu'an

Ba'an

Tenaa *e!a

B&$% R& ; B&$% B"& > G%-%- ? P!$&- ="'"-$ P&+! P&+&- P"#"!& T%#&- *&$% K"p&& $%#&- M&-!

Satuan B%& # '3 OH OH OH OH

In$e*(

Haa Satuan Ba'an

1.100 Rp 106.500 Rp 0.375 Rp 1.500 0.600 0.060 0.075

Haa Satuan u0a'

253,680.01 1,(80.00 74,733.0( Rp Rp Rp Rp

&, Haa Ba'an Rp Rp Rp

27(,048.01 210,870.00 28,024.(1

R0 TOTAL

5167;9.79

54,584.34 64,056.(3 68,700.00 75,360.00

Me&a(an 1 &9 Pa(anan D%n$%n Bata Mea' (0e(% 1P< " ;P( Ke+utu'an

Ba'an

Tenaa *e!a

B&$& '"!& 5 < 11 < 22 9' S"'"- p!$ &- P&+! p&+&- P"#"!& T%#&- *&$% K"p& & $%#&- M&-!

Satuan

In$e*(

B K '3 OH OH OH OH

70.000 11.500 0.043 0.300 0.100 0.010 0.015

Satuan

In$e*(

'3 # # OH OH OH OH

1.200 15.000 3.000 2.400 7.200 0.720 0.120

Haa Satuan Ba'an Rp Rp Rp


1,587 1,(80 74,733 Rp Rp Rp Rp

54,584 64,057 68,700 75,360

&, Haa Ba'an Rp Rp Rp Rp Rp Rp Rp R0

111,0(0 22,770 3,214 16,375 6,406 687 1,130 121269 TOTAL 0e M9 TOTAL 0e M3

Me&a(an 1 & 3 *)n(tu*(% )$en *a#u *e,a( I Ke+utu'an Ba'an

Tenaa *e!a

B&# #&% B"+ +$!p $"*& 5 '' P&#% 12 9' P"#"!& T%#&- #&% K"p&& $%#&- M&-!

Haa Satuan Ba'an Rp Rp Rp


7,(50,000.00 14,400.00 14,886.83

&, Haa Ba'an Rp Rp Rp

Rp Rp Rp Rp

(,540,000.00 216,000.00 44,660.4(

54,584.34 64,056.(3 68,700.00 75,360.00 R0

7422.;7 TOTAL

&, Haa u0a'

Rp Rp Rp Rp R0 R0

81,876.51 38,434.16 4,122.00 5,652.00 134;.26 2;496.57

&, Haa u0a'

Rp Rp Rp Rp R0 R0 R0

16,375 6,406 687 1,130 9;574 14296.3 543374.54

&, Haa u0a'

Rp Rp Rp Rp R0 R0

131,002.42 461,20(.(0 4(,464.00 (,043.20 25617.51 1;5134.

AN N"# Pa$et

:

RKN1%&33

Nama Pa$et

:

PEM'AN(UNAN RUMAH KH

L"$a!i

:

Ka*# MARAUKE


:


Satuan

:

M3

Mema!an, 1 m3 a!an,an 'atu *ata !e!i 1 P> :  PS Ke*utuan

Satuan

Inde$!

/ah

500.00

Por!lan$ emen!

kg

106.50

Pasir Pasang

m3

0.375

Pekerja

CA

2.%00

kang ba!

CA

1.200

#epala !kang

CA

0.2%0

an$or

CA

0.2%0

/a! ba!a 'aan

Tena,a $erja

Aarga /a!a e o!al.  L

ANALISA PERMEN PU NO 11 UTK PEK 1 M3 DINDING B

AN N"# Pa$et

:

RKN1%&33

Nama Pa$et

:

PEM'AN(UNAN RUMAH KH

L"$a!i

:

Ka*# MARAUKE


:


Satuan

:

M3

Mema!an, 1 m3 a!an,an 'atu *ata !e!i 1 P> :  PS Ke*utuan

Satuan

Inde$!

/ah

70.00

Por!lan$ emen!

kg

11.50

Pasir Pasang

m3

0.0%3

Pekerja

CA

0.300

kang ba!

CA

0.100

#epala !kang

CA

0.010

an$or

CA

0.015

/a! ba!a 'aan

Tena,a $erja

Aarga /a!a e o!al.  L ANALISA SNI UTK PEK 1 M2 DINDING BATA MERAH

LISA HAR(A SATUAN USUS )I KA'# MARAUKE PROV# PAPUA

Har,a Satuan 'aan

:p

Har,a Satuan ua

0m+ Har,a 'aan

1,587.00

:p

793,500.00

1,980.00

:p

210,870.00

7%,733.09

:p

28,02%.91

:p

5%,58%.3%

:p

131,002.%2

:p

6%,056.93

:p

76,868.32

:p

68,700.00

:p

16,%88.00

:p

75,360.00

:p

18,086.%0

14738439#91 R

884%#13

R rah M

ATA MERAH

0m+ Har,a ua

TOTAL PER M3

R

1484<7#7

LISA HAR(A SATUAN USUS )I KA'# MARAUKE PROV# PAPUA

Har,a Satuan 'aan

:p

Har,a Satuan ua

0m+ Har,a 'aan

1,587.00

:p

111,090.00

1,980.00

:p

22,770.00

7%,733.09

:p

3,213.52

:p

5%,58%.3%

:p

16,375.30

:p

6%,056.93

:p

6,%05.69

:p

68,700.00

:p

687.00

:p

75,360.00

:p

1,130.%0

13473#%8 R

84%9<#7

R rah M

0m+ Har,a ua

TOTAL PER M8 TOTAL PER M3

R

161461#98

R

1474<18#9

Volume 1 M2

Koef/M³

0.11

9.090909

Analisa Rollag Bata

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