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$%aa %aan n Ru&a' Ru&a' K'u(u( K'u(u(
N) N). Pa*et
"
RKN15-33
Na&a Pa*et
"
PEMBANGUNAN PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE MARAUKE PROV. PROV. PAPUA PAPUA
L)*a L)*a(% (%
"
Ka+. Ka+. MARA MARAUK UKE E
K)nta*t) K)nta*t) Pe,a*(ana Pe,a*(ana
"
PT. PT. PAPUA APUA SINAR SINAR ANUGRA ANUGRAH H
KONTRAK N).
I
II
Ua%an
Pe*e!aan
u&,a' Un%t
PENGAUAN ADD
Haa Satuan
B%a#a / R0
u&,a' Un%t
Haa Satuan
PEMBANGUNAN RUMAH TIPE 36 PEKE PEKERJ RJAA AAN N PERS PERSIA IAP PAN
1
Rp
457, 457,50 500. 0.00 00
457, 457,50 500. 0.00 00
PEMB PEMBAN ANG GUNAN RUMAH TIPE TIPE 36
50
Rp
124, 124,5 561,3 61,30 02.86 2.86
6,22 6,228, 8,06 065 5,142 ,142..77
PEMBANGUNAN PEMBANGUNAN PSU
SUB TOTAL
Rp
624,547,517.07
R0
24536157.4 2453 6157.45 5
PPn 18
R0
2453615.74
TOTAL
R0
6534366165.4 65343 66165.43 3
DIBULATKAN DIBULATKAN
R0
6534. 6534 .
50
Rp
457, 457,50 500. 0.00 00
Rp
134,1 34,13 36,22 6,220 0.53 .53
a#a0ua 95 N):e&+e 9 DIBUAT OLEH PT. PAPUA SINAR ANUGR
Su&ant% ST D!"#$%! U$&'&
NDUM B%a#a / R0
457,500.00 6,706,811,026.3( Rp
620,185,672.25
R0
6396;5;174.2;
R0
6396;5;17.42
R0
42177214.51
R0
42177.
15
H
NDUM B%a#a / R0
457,500.00 6,706,811,026.3( Rp
620,185,672.25
R0
6396;5;174.2;
R0
6396;5;17.42
R0
42177214.51
R0
42177.
15
H
PEKERAAN PERSIAPAN PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA
Satuan Ke!a N). Pa*et Na&a Pa*et L)*a(%
) ) ) )
Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE KONTRAK
N)
I
Ua%an Pe*e!aan
Sat
V),
PEN
Haa Satuan
Haa T)ta,
Ta&+a'
V),u&e Kuan
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+$!# K"!&
L+
1.00 Rp
150,000.00
Rp
150,000.00
1.00
6
P"#. P"'*"!+&- L#&+
L+
Rp
Rp
1.00
1.00
7
P"#. P"'&+&-&- B%p&-#
L+
Rp
Rp
1.00
1.00
T)ta, Su+ Pe*e!aan Pe(%a0an
R0
;565.
NDUM B%a#a / R0
457,500.00 6,706,811,026.3( Rp
620,185,672.25
R0
6396;5;174.2;
R0
6396;5;17.42
R0
42177214.51
R0
42177.
15
H
PEKERAAN PERSIAPAN PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA
Satuan Ke!a N). Pa*et Na&a Pa*et L)*a(%
) ) ) )
Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE KONTRAK
N)
I
Ua%an Pe*e!aan
Sat
V),
PEN
Haa Satuan
Haa T)ta,
Ta&+a'
V),u&e Kuan
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+$!# K"!&
L+
1.00 Rp
150,000.00
Rp
150,000.00
1.00
6
P"#. P"'*"!+&- L#&+
L+
Rp
Rp
1.00
1.00
7
P"#. P"'&+&-&- B%p&-#
L+
Rp
Rp
1.00
1.00
T)ta, Su+ Pe*e!aan Pe(%a0an
R0
;565.
PEKERAAN PERSIAPAN PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA
Satuan Ke!a N). Pa*et Na&a Pa*et L)*a(%
) ) ) )
Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE KONTRAK
N)
I
Ua%an Pe*e!aan
Sat
V),
PEN
Haa Satuan
Haa T)ta,
Ta&+a'
V),u&e Kuan
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+$!# K"!&
L+
1.00 Rp
150,000.00
Rp
150,000.00
1.00
6
P"#. P"'*"!+&- L#&+
L+
Rp
Rp
1.00
1.00
7
P"#. P"'&+&-&- B%p&-#
L+
Rp
Rp
1.00
1.00
T)ta, Su+ Pe*e!aan Pe(%a0an
R0
;565.
GAUAN ADDENDUM Haa Satuan
Haa T)ta,
Rp
Rp
Rp
Rp
Rp
12,500.00
Rp
150,000.00
Rp
7,500.00
Rp
7,500.00
Rp
150,000.00
Rp
150,000.00
Rp
50,000.00
Rp
50,000.00
Rp
100,000.00
Rp
100,000.00
R0
;565.
GAUAN ADDENDUM Haa Satuan
Haa T)ta,
Rp
Rp
Rp
Rp
Rp
12,500.00
Rp
Rp
7,500.00
Rp
150,000.00 7,500.00
Rp
150,000.00
Rp
150,000.00
Rp
50,000.00
Rp
50,000.00
Rp
100,000.00
Rp
100,000.00
R0
;565.
REKAPITULASI RENCANA ANGGARAN BIAYA ADDENDUM RUMAH KONVENSIONAL TIPE 32 T
Satuan Ke!a N). Pa*et Na&a Pa*et L)*a(%
" " " "
Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE
N).
Ua%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;52133
REKAPITULASI RENCANA ANGGARAN BIAYA ADDENDUM RUMAH KONVENSIONAL TIPE 32 T
Satuan Ke!a N). Pa*et Na&a Pa*et L)*a(%
" " " "
Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE
N).
Ua%an
a I II II
KONTRAK B%a#a / R0 <
Pe*e!aan +
P"#"!&&- S$!%#$%! P"#"!&&- A!+$"#$%! P"#"!&&- MEP
Rp Rp Rp
52,185,677.47 56,215,216.83 16,160,408.55
SUB TOTAL
R0
19;52133
UNGGAL
PENGAUAN ADDENDUM B%a#a / R0 $ Rp Rp Rp
66,741,425.56 51,234,386.41 16,160,408.55
R0
13;132991
UNGGAL
PENGAUAN ADDENDUM B%a#a / R0 $ Rp Rp Rp
66,741,425.56 51,234,386.41 16,160,408.55
R0
13;132991
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
Ua%an Pe*e!aan
Sat
V),
Haa
u&,a'
Satuan
T)ta,
V), Ta&+a'
Kuan
T)ta,
Pe*e!aan Stu*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 $an Ran*a Banunan
1
P"#. P&+&- K' 15;15
M
1.48 Rp
6,54(,650.00
Rp
(,662,862.3(
0.3(
2
P"#. P&+&-&- D-- B&$, +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 Stu*tu
R0
59145266.;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
Ua%an Pe*e!aan
Sat
V),
Haa
u&,a'
Satuan
T)ta,
V), Ta&+a'
Kuan
T)ta,
Pe*e!aan Stu*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 $an Ran*a Banunan
1
P"#. P&+&- K' 15;15
M
1.48 Rp
6,54(,650.00
Rp
(,662,862.3(
0.3(
2
P"#. P&+&-&- D-- B&$, +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 Stu*tu
R0
1.0(
59145266.;6
KONTRAK N)
Ua%an Pe*e!aan
Sat
V),
Haa
u&,a'
Satuan
T)ta,
V), Ta&+a'
Kuan
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(tean
1
P"#"!&&- P"+$"!&- D-- 1 P= ) 4 P+, $"*& 15 ''
M/
270.58 Rp
45,382.34
Rp
12,27(,335.72
5(.52
211.05
2
P"#"!&&- A9&- D--
M/
270.58 Rp
26,806.(1
Rp
7,253,285.03
5(.52
211.05
33.10
203.(0
E
Pe*e!aan Pene
1
P"#. =&$ 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-$% @ L+p&-# @ J"-"&?
M/
27.80 Rp
27,567.46
Rp
766,287.17
R0
52915912.43
T)ta, Su+ Pe*e!aan A(%te*tu
24.04
5(.66
3.65
24.15
KONTRAK N)
Ua%an Pe*e!aan
Sat
V),
Haa
u&,a'
Satuan
T)ta,
V), Ta&+a'
Kuan
T)ta,
III Pe*e!aan A(%te*tu A Pe*e!aan Lanta% 1
P"#. R&*&$ 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(tean
1
P"#"!&&- P"+$"!&- D-- 1 P= ) 4 P+, $"*& 15 ''
M/
270.58 Rp
45,382.34
Rp
12,27(,335.72
5(.52
211.05
2
P"#"!&&- A9&- D--
M/
270.58 Rp
26,806.(1
Rp
7,253,285.03
5(.52
211.05
33.10
203.(0
E
Pe*e!aan Pene
1
P"#. =&$ 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-$% @ L+p&-# @ J"-"&?
M/
27.80 Rp
27,567.46
Rp
766,287.17
R0
52915912.43
T)ta, Su+ Pe*e!aan A(%te*tu
24.04
5(.66
3.65
24.15
KONTRAK N)
Ua%an Pe*e!aan
Sat
V),
Haa
u&,a'
Satuan
T)ta,
V), Ta&+a'
Kuan
T)ta,
IV Pe*e!aan MEP A Pe*e!aan In(ta,a(% L%(t%* 1
P"#. P&+&- T$# 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-+$&&+ A! B"!+ Pp& P= & 1;2 AC @ A++"+!"+
M
25.00 Rp
Rp
353,811.25
2
K!&- A!
B
1.00 Rp
48,0(2.55 Rp
48,0(2.55
1.00
3
! D!&-
B
1.00 Rp
27,232.42
Rp
27,232.42
1.00
4
P&+. =! L&-$& @ 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-+$&&+ A! K$! Pp& P= & 3 D @ A++"+!"+
M
8.50 Rp
3(,858.00
Rp
338,7(3.00
8.50
7
I-+$&&+ A! K$! Pp& 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! >F1520 '? &- +"' &%$ "$p%'p
L+
1.00
7,6(0,277.2(
Rp
7,6(0,277.2(
1.00
R0
1212;4.55
R0
19;52139.42
T)ta, Su+ Pe*e!aan MEP
TOTAL
Rp
KONTRAK N)
Ua%an Pe*e!aan
Sat
V),
Haa
u&,a'
Satuan
T)ta,
V), Ta&+a'
Kuan
T)ta,
IV Pe*e!aan MEP A Pe*e!aan In(ta,a(% L%(t%* 1
P"#. P&+&- T$# 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-+$&&+ A! B"!+ Pp& P= & 1;2 AC @ A++"+!"+
M
25.00 Rp
Rp
353,811.25
2
K!&- A!
B
1.00 Rp
48,0(2.55 Rp
48,0(2.55
1.00
3
! D!&-
B
1.00 Rp
27,232.42
Rp
27,232.42
1.00
4
P&+. =! L&-$& @ 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-+$&&+ A! K$! Pp& P= & 3 D @ A++"+!"+
M
8.50 Rp
3(,858.00
Rp
338,7(3.00
8.50
7
I-+$&&+ A! K$! Pp& 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! >F1520 '? &- +"' &%$ "$p%'p
L+
1.00
7,6(0,277.2(
Rp
7,6(0,277.2(
1.00
R0
1212;4.55
R0
19;52139.42
Rp
T)ta, Su+ Pe*e!aan MEP
TOTAL
ENGAUAN ADDENDUM
Rp
Haa
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
226;1;95.52
ENGAUAN ADDENDUM Haa
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
226;1;95.52
ENGAUAN ADDENDUM Haa
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
5193;342.;1
ENGAUAN ADDENDUM Haa
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
5193;342.;1
ENGAUAN ADDENDUM Haa
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
1212;4.55
R0
13;132991
ENGAUAN ADDENDUM Haa
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
1212;4.55
R0
13;132991
REKAPITULASI PSU KEGIATAN PAKET
" PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA " RKN15-33
DIVISI
KONTRAK HARGA PEKERAAN /R0.
URAIAN
A B
PEKERJAAN PERSIAPAN PEKERJAAN PERKERASAN BETON
Rp Rp
7,1(7,540.(3 383,884,625.20
= D
PEKERJAAN SALURAN PEKERJAAN PENAMBUNGAN LISTRIK
Rp Rp
171,5(0,350.(4 61,875,000.00
u&,a' Haa Pe*e!aan
R0
29;5;6516.6
REKAPITULASI PSU KEGIATAN PAKET
" PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA " RKN15-33
DIVISI
KONTRAK HARGA PEKERAAN /R0.
URAIAN
A B
PEKERJAAN PERSIAPAN PEKERJAAN PERKERASAN BETON
Rp Rp
7,1(7,540.(3 383,884,625.20
= D
PEKERJAAN SALURAN PEKERJAAN PENAMBUNGAN LISTRIK
Rp Rp
171,5(0,350.(4 61,875,000.00
u&,a' Haa Pe*e!aan
R0
29;5;6516.6
PENGAUAN ADDENDUM HARGA PEKERAAN /R0. Rp
7,1(7,540.(3
Rp Rp
383,884,625.20 167,228,506.12
Rp
61,875,000.00
R0
29145269.95
PENGAUAN ADDENDUM HARGA PEKERAAN /R0. Rp
7,1(7,540.(3
Rp Rp
383,884,625.20 167,228,506.12
Rp
61,875,000.00
R0
29145269.95
RENCANA ANGGARAN BIAYA ADENDUM
KEGIATAN
" PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA
Pe*e!aan a,an $an S
PAKET
" RKN15-33
1. P&-&- &&-
LOKASI
" Ka+. MARAUKE
2. L"*&! &&3. P&-&- S&%!&4. D'"-+ +&%!&KONTRAK
NO
URAIAN PEKERAAN
Satuan
V),u&e
PENGAUAN ADD
Haa
UMLAH
Su+
Satuan /R0
Haa /R0
T)ta, R0
V),u&e Ta&+a'
Kuan
Haa T)ta,
Satuan /R0
A
PEKERAAN PERSIAPAN
1
P&$# &- 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
PEKERAAN 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"'&&$&- *&&- &&-
M2
1,400.00
10,301
14,421,(74.00
4
P"#"!&&- P"-&'p&!&- L&p+&- B"$-, > K250, $ 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%$$"!- &- -$ +"&&-$
M
140.00
7,624.56
1,067,438.40
1,400.00
34344;295.9 140.00
140.00
Rp
24,848.13
1,400.00
Rp
10,301.41
267,750,000.00
210.00
Rp
1,275,000.00
(,825,088.00
1,400.00
Rp
7,017.(2
12,528,274.80
120.00
Rp
104,402.2(
Rp
8(2,065.52
C
PEKERAAN SALURAN
a
Pa(anan Batu Ka,%
1
G&&- S&%!&- A!
M3
180.00
58,232.(6
10,481,(32.80
2
P&+&-&- B&$% K& 1 ) 4 S&%!&-
M3
360.00
312,232.6(
112,403,768.40
3
R&*&$ L&-$& D&+&! S&%!&- 1 ) 3 ) 5 >&%+#&- ? $"*& F 5 9'
M3
32.00
(15,1(2.72
2(,286,167.04
4
P"#"!&&- P"+$"!&- 1 ) 4 &- A9&- S&%!&-
M2
633.60
23,(04.8(
15,146,138.30
6
P"#"!&&- p&+! %!% $ F 5 9'
M3
40.00
106,808.61
4,272,344.40
7
P&+. B&$& M"!& 1 )4 S&%!&-
'3
0.00
140.00
70.00 140.00 140.00
R0
61765;.73
0.00
Rp
88,346.61
140.00
Rp
88,346.61
140.00
Rp
7,624.56
1615735.7;
144.00
324.00 360.00 16.00
Rp
58,232.(6
Rp
312,232.6( (15,1(2.72
16.00
Rp
1,040.00
Rp
23,(04.8(
4.00
36.00
Rp
106,808.61
180.00
Rp
583,3(8.60
406.40
180.00
RENCANA ANGGARAN BIAYA ADENDUM
KEGIATAN
" PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA
Pe*e!aan a,an $an S
PAKET
" RKN15-33
1. P&-&- &&-
LOKASI
" Ka+. MARAUKE
2. L"*&! &&3. P&-&- S&%!&4. D'"-+ +&%!&KONTRAK
NO
URAIAN PEKERAAN
Satuan
V),u&e
PENGAUAN ADD
Haa
UMLAH
Su+
Satuan /R0
Haa /R0
T)ta, R0
V),u&e Ta&+a'
Kuan
Haa T)ta,
Satuan /R0
A
PEKERAAN PERSIAPAN
1
P&$# &- P"-%#%!&-
M
400.00
1,245.(1
4(8,364.00
400.00
Rp
1,245.(1
2
M*+&+ A&$
L+
1.00
6,6((,177
6,6((,176.(3
1.00
Rp
6,6((,176.(3
Rp
24,848.13
B
PEKERAAN PERKERASAN BETON
1
G&&- *&&- &&- > F 35 9'?
M3
140.00
24,848
3,478,738.20
R0
2
G&&- *&&- &&- > F 10 9'?
M3
0.00
24,848
0.00
3
P"'&&$&- *&&- &&-
M2
1,400.00
10,301
14,421,(74.00
4
P"#"!&&- P"-&'p&!&- L&p+&- B"$-, > K250, $ F 15 9'?
M3
210.00
1,275,000
5
P"#"!&&- P"'&+&-&- B- B!""! > P&+$#?
M2
7,018
6
P"#"!&&- P"'&+&-&- B"#"+$-
M2
120.00
104,402
7
P"#"!&&- B0 "&- 9-9!"$" >$F5 9'?
M3
70.00
8(2,066
62,444,586.40
8
P"#"!&&- P"-%&-&- R% >D"? F16 ''
M
140.00
88,347
12,368,525.40
(
P"#"!&&- P"-%&-&- R% >D"? F12 ''
M
0.00
88,347
0.00
10
P"#"!&&- 9%$$"!- &- -$ +"&&-$
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
PEKERAAN SALURAN
a
Pa(anan 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
PEKERAAN PENYAMBUNGAN LISTRIK
1
P"-&'*%-&- L+$!# (00 &
Rp
88,346.61
140.00
Rp
88,346.61
140.00
Rp
7,624.56
1615735.7;
144.00
324.00 360.00 16.00
0.00
180.00
Rp
58,232.(6
Rp
312,232.6( (15,1(2.72
16.00
Rp
1,040.00
Rp
23,(04.8(
4.00
36.00
Rp
106,808.61
180.00
Rp
583,3(8.60
50.00
Rp
675,000.00
406.40
R0 675,000.00
34344;295.9
140.00
C
61765;.73
21465.
33,750,000.00
M"$"!&- $#"- p%+& 2
J&'-&- I+$&&+ >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;6516.6
TOTAL
R0
,uan
;. ' 3.5 ' 4. ' 5> ;5 9'2
ENDUM UMLAH
Su+
Haa /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
34344;295.9
R0
12699452.19
Rp
Rp
61765;.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;6516.6
,uan
;. ' 3.5 ' 4. ' 5> ;5 9'2
ENDUM UMLAH
Su+
Haa /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
34344;295.9
R0
12699452.19
R0
21465.
R0
29145269.95
Rp
Rp
61765;.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
29145269.95
VOLUME 1 UNIT RUMAH KONVENSIONAL TIPE 36 Satuan Kerja
:
Penyediaan Ruma Ku!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!iaan
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 Pemba!an "ireksi #ee! $an g$ang kran 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$erjaan Tana4 P"nda!i4 dan S+""5 )alian Pon$asi *P1+
39.00
x
0.70
x
0.75
x
1.00
T"ta+ 2
rgan Pasir bawah pon$asi *P1+
39.00
x
0.50
x
0.05
x
1.00
T"ta+ Panjang 3
Pon$asi eners /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 1520
=
%.5%
Pembesian sloo $=12 mm seban'ak % bah
=
3.56
=
%.00
T"ta+ %
= =
Pek. rgan anah #embali Pon$asi Pek. Pasang loo 1520, 4ampran 1P4 2Ps 3#rl
$=12 mm, bera! besi = 0.89 #g -mlah Panjang % bah /esi
1.00
x
1.00
x
1.000
x
%.00
/egel $=6, jarak 15 4m =
olme /esi $gn $= 6 mm, /era! /esi 0.22 #g -mlah /egel 'ang $iperlkan
1.00
0.15
0.200
=
0.98 6.67
VOLUME 1 UNIT RUMAH KONVENSIONAL TIPE 36 Satuan Kerja
:
Penyediaan Ruma Ku!u!
N"# Pa$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
Panjan,
Uraian Pe$erjaan
-.&./.:
Le*ar
m2
-.&./.:
Tin,,i
-.&./.:
=
0um+a
m2
m2
m2
V"+ume m2
Pe$erjaan Per!iaan
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 Pemba!an "ireksi #ee! $an g$ang kran 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$erjaan Tana4 P"nda!i4 dan S+""5
1
)alian Pon$asi *P1+
39.00
x
0.70
x
0.75
x
1.00
T"ta+ 2
rgan Pasir bawah pon$asi *P1+
39.00
x
0.50
x
0.05
x
1.00
T"ta+ Panjang 3
Pon$asi eners /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 1520
=
%.5%
Pembesian sloo $=12 mm seban'ak % bah
=
3.56
=
%.00
Pek. rgan anah #embali Pon$asi
5
0.98 0.98
-mlah 0.60
T"ta+ %
= =
Pek. Pasang loo 1520, 4ampran 1P4 2Ps 3#rl
$=12 mm, bera! besi = 0.89 #g -mlah Panjang % bah /esi
1.00
x
1.00
x
1.000
x
%.00
/egel $=6, jarak 15 4m =
olme /esi $gn $= 6 mm, /era! /esi 0.22 #g -mlah /egel 'ang $iperlkan
1.00
0.15
0.200
=
6.67
0.15
0.200
=
0.67
o!al #eb!han Panjang /esi /egel
=
%.%7
#eb!han #awa! n!k mengika! besi = 10 bera! besi
=
0.%5
=
0.%0
Panjang 1 bah besi begal
/ekis!ing sloo
1.00
1.00
x
Panjang olme loo *1+
1
x
(ebar
35.00
III
0.98
2.00
x
inggi
0.15
0um+a
0.200
1.00
35.00
T"ta+ Panjang
Pe$erjaan Lantai Pek. rgan pasir $i bawah lan!ai, !=5 4m
0.200
(ebar
ebal
=
1.05
=
1.05
-mlah
"apr :. #elarga
5.00
x
3.00
x
0.05
x
1.00
=
0.69
:. i$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. rgan anah $i bawah lan!ai, !=10 4m
"apr :. #elarga
5.00
x
3.00
x
0.20
x
1.00
=
2.76
:. i$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
"apr :. #elarga
1.00
x
3.00
x
0.05
x
1.00
=
0.12
:. i$r
1.50
x
0.75
x
0.05
x
1.00
=
0.0%
:ang am ; "apr
eras
#amar 1 2
oile!
#oile!
5.00
x
3.00
x
0.05
x
1.00
=
0.69
3.00
x
2.50
x
0.05
x
2.00
=
0.67
eras /elakang
1.50
x
1.50
x
0.05
x
=
0.09
=
1#61
1.00
T"ta+
(an!ai #eramik 30 x 30
"apr :. #elarga
5.00
x
3.00
x
1.00
=
15.00
:. i$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 1515, 1 P42Ps3krl
1.00
=
3.00
=
33#77
=
8#8%
11 !i!ik
Pembesian 1 m3 kolom 1515
=
155.85
Pembesiankolom $=12 mm, seban'ak % bah
=
123.75
=
139.0%
=
32.10
$=12 mm, bera! besi = 0.89 #g o!al Panjang besi n!k #olom, % bah
%.000
x
3.16
x
11.00
/egel $=6, jarak 15 4m olme /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 soi2 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 *%+ *2en!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 1515, 4ampran 1P4 2Ps 3#rl Pembesian 1 m3 :ingbalk 1515
=
158.26
Pembesian :ingbalk $=12 mm seban'ak % bah
=
128.16
=
1%%.00
=
30.10 2%0.00
$=12 mm, bera! besi = 0.89 #g -mlah Panjang % bah /esi
36.00
x
1.00
x
1.000
x
%.00
/egel $=6, jarak 15 4m olme /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 $iperlkan Panjang 1 bah besi begal
/ekis!ing sloo
36.00
x
1.00
x
0.200
x
2.00
=
1#3
olme :ingbalk *1+
5.50
0.15
0.150
1.00
=
0.12
olme :ingbalk *2+
3.00
0.15
0.150
1.00
=
0.07
olme :ingbalk *3+
2.50
0.15
0.150
2.00
=
0.11
olme :ingbalk *%+
1.50
0.15
0.150
2.00
=
0.07
olme :ingbalk *5+
6.00
0.15
0.150
2.00
=
0.27
olme :ingbalk *6+
7.50
0.15
0.150
1.00
=
0.17
=
0.81
T"ta+ Rin,*a+$
36.00
T"ta+
Panjang /alok opisopi *1+
(ebar
13.8%
inggi
0.15
0um+a
0.15
2
T"ta+
V
Pe$erjaan P+a5"nd dan Ata
1
Pas. Plaon$ 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. /bngan e!al :oo
5
Pas. (isplang papan ka' 220
6
Pas "ak be!on 4anop'
5.50
;
0.80
;
0.80
=
#17
=
36#37
N"
Uraian Pe$erjaan
Panjan,
-.&./.:
m2
Le*ar
-.&./.:
Tin,,i
-.&./.:
m2
m2
0um+a
=
m2
V"+ume m2
3
Pek. Pasang ksen Pin! *P3+
1.00
x
0.75
x
1.90
x
1.00
=
%.55
%
Pek. Pasang ksen -en$ela *-1+
1.00
x
1.29
x
0.55
x
%.00
=
1%.72
=
38.5%
T"ta+
N"
Panjan,
Uraian Pe$erjaan
-.&./.:
m2
Le*ar
-.&./.:
ebal ksen
Tin,,i
-.&./.:
m2
V"+ume m2
ebal ksen
olme Pasang #sen *5 4mE104m+
0.05
x
0.1
1
Pek. Pasang Pin! *P1+
2.10
x
0.82
x
1.00
x
2
Pek. Pasang Pin! *P2+
1.90
x
0.82
x
1.00
x
3
Pek. Pasang Pin! P #amar an$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$a
=
1.00
%
Pek. Pasang !op kon!ak
=
3.00
5
Pek. Pasang (amp Pijar
=
5.00
6
Pek. Pasang /ox ekring 1 )rop
=
1.00
7
Pek. Pasang /ox / )rop
=
1.00
=
195.06
VIII Pe$erjaan Pen,e;atan 1
Pek. a! embok (ar $an "alam
97.53
x
2
sopisopi
16.00
x
1
7.16
x
1
"in$ing #eramik oile!
T"ta+ 2
Pek. Plaon$
3
Pek. a! #a' * Pin!, -en$ela+
59.66
x
1.00
16.00 7.16 =
203.90
=
59.66
=
59.66
=
#7<
kran #sen
#sen
0.05
x
0.1
P1
0.88
x
1.00
(as Permkaan ksenF Panjang ksen G kran ksen 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+ "an 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 12H ?<; 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. Pemba!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 rg
1.90
x
0.50
x
0.05
x
1.00
=
0.05
@jk 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!pmp
1.00
x
1.00
x
1.00
x
1.00
=
1.00
Pipa (bang Aawa
2
Pek. Pemba!an mr $alam
Sat
m2 mI /h (s
m3 m3 m3 m3 m3 m3 m3
kg kg mI
kg bah 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 bah 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 Penlangan :ji *"owel+ $=12 mm
x
%0.00
=
1%0.00
8
Pekerjaan 4!!ering $an join! sealan!
=
1%0.00
3.50
x
0.10
1%0.00
=
1%0.00
=
1%00.00
=
210.00
=
1%00.00
=
120.00
PEKER0AAN SALURAN Pa!an,an 'atu Ka+i 1
)alian alran ?ir
%00.00
x
0.90
x
0.%5
x
2.00
=
32%.00
2
Pasangan /a! #ali 1 % alran
%00.00
x
0.25
x
0.%5
x
%.00
=
180.00
3
:aba! (an!ai "asar alran 1 3 5 *$ihalskan + !ebal = 5 4m
%00.00
x
0.%0
x
0.05
x
2.00
=
16.00
%
Pekerjaan Ples!eran 1 % $an ?4ian alran
%00.00
x
0.65
x
x
%.00
=
10%0.00
5
Pekerjaan pasir rg ! = 5 4m
%00.00
x
0.90
x
0.05
x
2.00
=
36.00
;.
'
3.5
'
197;.
'
5> ;5 9'2
olme
a!an
1%0.00
m3
1%00.00
m2
210.00
m3
1%00.00
m2
120.00
m2
70.00
m3
1%0.00
mI
1%0.00
mI
32%.00
m3
180.00
m3
16.00
m3
10%0.00
m2
36.00
m3
;.
'
3.5
'
197;.
'
5> ;5 9'2
olme
a!an
1%0.00
m3
1%00.00
m2
210.00
m3
1%00.00
m2
120.00
m2
70.00
m3
1%0.00
mI
1%0.00
mI
32%.00
m3
180.00
m3
16.00
m3
10%0.00
m2
36.00
m3
)A?TAR HAR(A SATUAN UPAH KER0A )AN 'AHAN 'AN(UNAN Satuan Kerja
:
Penyediaan Ruma Ku!u!
N"# Pa$et
:
RKN1%&33
Nama Pa$et
:
L"$a!i
:
Ka*# MARAUKE
K"ntra$t"r Pe+a$!ana
:
PT# PAPUA SINAR ANU(RAH
N"# I#
II
PEM'AN(UNAN RUMAH KHUSUS )I KA'# MARAUKE PROV# PAPUA
URAIAN UPAH KER0A . 'AHAN 'AN(UNAN . ALAT
MATERIAL .
SATUAN
HAR(A
R#2
UPAH KER0A an$or
CrgAari
75,360.00
#epala !kang
CrgAari
68,700.00
kang ba!
CrgAari
6%,056.93
kang besi !kang las
CrgAari
6%,056.93
kang 4a!
CrgAari
6%,056.93
kang ka'
CrgAari
6%,056.93
kang (is!rik
CrgAari
6%,056.93
kang
CrgAari
6%,056.93
kang !ak !erampil
CrgAari
6%,056.93
kang !erampil
CrgAari
6%,056.93
Pekerja
CrgAari
5%,58%.3%
Cpera!or erla!ih
CrgAari
6%,056.93
Pemban! Cpera!or
CrgAari
60,%98.22
opir
CrgAari
%9,822.06
Pemban! opir
CrgAari
%9,822.06
'AHAN . MATERIAL
)A?TAR HAR(A SATUAN UPAH KER0A )AN 'AHAN 'AN(UNAN Satuan Kerja
:
Penyediaan Ruma Ku!u!
N"# Pa$et
:
RKN1%&33
Nama Pa$et
:
L"$a!i
:
Ka*# MARAUKE
K"ntra$t"r Pe+a$!ana
:
PT# PAPUA SINAR ANU(RAH
N"# I#
II#
PEM'AN(UNAN RUMAH KHUSUS )I KA'# MARAUKE PROV# PAPUA
URAIAN UPAH KER0A . 'AHAN 'AN(UNAN . ALAT
MATERIAL .
SATUAN
HAR(A
R#2
UPAH KER0A an$or
CrgAari
75,360.00
#epala !kang
CrgAari
68,700.00
kang ba!
CrgAari
6%,056.93
kang besi !kang las
CrgAari
6%,056.93
kang 4a!
CrgAari
6%,056.93
kang ka'
CrgAari
6%,056.93
kang (is!rik
CrgAari
6%,056.93
kang
CrgAari
6%,056.93
kang !ak !erampil
CrgAari
6%,056.93
kang !erampil
CrgAari
6%,056.93
Pekerja
CrgAari
5%,58%.3%
Cpera!or erla!ih
CrgAari
6%,056.93
Pemban! Cpera!or
CrgAari
60,%98.22
opir
CrgAari
%9,822.06
Pemban! opir
CrgAari
%9,822.06
'AHAN . MATERIAL 'aan 'an,unan /a! :oolag /a! /elah * )nng +
m3
253,680.01
/a! Pe4ah 12 * pli! +
m3
320,28%.69
/a! Pe4ah 23
m3
380,782.91
/a! Pe4ah 3%
m3
2%9,110.32
/a! Pe4ah 57
m3
33%,519.57
#erikil or * #erikil kali Pilihan +
m3
355,871.88
Pasir /e!on
m3
7%,733.09
Pasir Pasang
m3
7%,733.09
Pasir rg
m3
7%,733.09
anah rg
m3
71,17%.37
Ata 'aja Rin,an
smar!rss 75.100
mI
%%,031.19
smar!rss 75.75
mI
%%,031.19
/esi s!rip !ebal 5 mm
mI
11,7%3.77
bah
1,%87.5%
-rai
rew
mI
85,%09.25
!rap /ra4ing
mI
11,7%3.77
'atu 'ata /a!ako
/ah
960.85
/a! !ela
/ah
/a! ba!a
/ah
1,587.00
Bak
99,000.00
Semen Por!lan$ emen! emen
kg
2,562.27
emen p!ih
Bak
92,%00.00
ealen!
kg
13,665.%8
N"#
URAIAN UPAH KER0A . 'AHAN 'AN(UNAN . ALAT
MATERIAL .
SATUAN
HAR(A
R#2
Kerami$ #eramik *30x30+
bh
5,305.72
#eramik *20x20+
bh
1,067.61
'aan Ata &ok bbngan 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
'aan 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
'aan '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 $= 12 mm
kg
5,231.31
/esi !rip
kg
1%,%00.00
#awa! Aarmonika lebar 2m
m2
15,516.01
#awa! @ka! /e!on
#g
2%,%53.38
Ka@at
#asa &'amk /esi
(br
18,861.20
#asa &'amk Plas!ik &elon
(br
18,078.29
(br
%5,017.79
'aan P+a5"n riplek 3 mm riplek 5 mm
(br
58,523.13
ml!iplek 9 mm
(br
103,5%3.77
mI
5,895.01
'aan Pia Pipa P. "ia. 12H * ?< + Pipa P. "ia. 3%H *?<+
mI
11,809.96
Pipa P. "ia. 3H * " +
mI
25,331.93
Pipa P. "ia.%H * " +
mI
39,166.5%
#a4a /ening ebal 3,00 mm
m2
12%,888.25
#a4a /ening ebal 5,00 mm
m2
163,315.30
'aan Ka;a
#a4a :a'ben ebal 5,00 mm
m2
171,930.2%
#a4a &ako !ralis 8 klip
se!
256,725.97
/ola (amp ( 9 wa!!
/ah
20,6%0.56
/ox ekering 1 )rop ; ?44
/ah
32,028.%6
'aan Li!tri$
#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"#
URAIAN UPAH KER0A . 'AHAN 'AN(UNAN . ALAT
MATERIAL .
SATUAN
HAR(A
R#2
'aan Sanitair lose! -ongkok #eramik lokal
/ah
155,65%.09
#ran ?ir 3% plas!ik ; ?44
/ah
%0,01%.9%
Dloor $rain plas!ik
/ah
19,217.08
al!ipe
/ah
2,%91.10
@jk
#g
%%,183.62
?ir
li!er
1%2.3%
kg
29,772.95
'aan Pa$u Pak ampran Pak eng
kg
1%,886.83
Pak skrp
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
"empl #a'
#g
18,861.20
'aan ?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!pmp
ni!
2,8%6,975.08
(mpsm mr 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%
'aan 'a$ar
Lain +ain
Pe$erjaan Per!iaan
Satuan Ke!a N). Pa*et Na&a Pa*et L)*a(% K)nta*t) Pe,a*(ana
" " " " "
ANALISA HARGA SATUAN Pen#e$%aan Ru&a' K'u(u( RKN15-33 PEMBANGUNAN RUMAH KHUSUS DI KAB. MARAUKE PROV. PAPUA Ka+. MARAUKE PT. PAPUA SINAR ANUGRAH
Me&a(an 1 &3 0a(anan Batu +ata (0e(% 1 PC " ; PS Ke+utu'an
Ba'an
Tenaa *e!a
B&$% R& ; B&$% B"& > G%-%- ? P!$&- ="'"-$ P&+! P&+&- P"#"!& T%#&- *&$% K"p&& $%#&- M&-!
Satuan B%& # '3 OH OH OH OH
In$e*(
Haa Satuan Ba'an
1.100 Rp 106.500 Rp 0.375 Rp 1.500 0.600 0.060 0.075
Haa Satuan u0a'
253,680.01 1,(80.00 74,733.0( Rp Rp Rp Rp
&, Haa Ba'an Rp Rp Rp
27(,048.01 210,870.00 28,024.(1
R0 TOTAL
5167;9.79
54,584.34 64,056.(3 68,700.00 75,360.00
Me&a(an 1 &9 Pa(anan D%n$%n Bata Mea' (0e(% 1P< " ;P( Ke+utu'an
Ba'an
Tenaa *e!a
B&$& '"!& 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$e*(
'3 # # OH OH OH OH
1.200 15.000 3.000 2.400 7.200 0.720 0.120
Haa Satuan Ba'an Rp Rp Rp
Haa Satuan u0a'
1,587 1,(80 74,733 Rp Rp Rp Rp
54,584 64,057 68,700 75,360
&, Haa Ba'an Rp Rp Rp Rp Rp Rp Rp R0
111,0(0 22,770 3,214 16,375 6,406 687 1,130 121269 TOTAL 0e M9 TOTAL 0e M3
Me&a(an 1 & 3 *)n(tu*(% )$en *a#u *e,a( I Ke+utu'an Ba'an
Tenaa *e!a
B&# #&% B"+ +$!p $"*& 5 '' P% 12 9' P"#"!& T%#&- #&% K"p&& $%#&- M&-!
Haa Satuan Ba'an Rp Rp Rp
Haa Satuan u0a'
7,(50,000.00 14,400.00 14,886.83
&, Haa Ba'an Rp Rp Rp
Rp Rp Rp Rp
(,540,000.00 216,000.00 44,660.4(
54,584.34 64,056.(3 68,700.00 75,360.00 R0
7422.;7 TOTAL
&, Haa u0a'
Rp Rp Rp Rp R0 R0
81,876.51 38,434.16 4,122.00 5,652.00 134;.26 2;496.57
&, Haa u0a'
Rp Rp Rp Rp R0 R0 R0
16,375 6,406 687 1,130 9;574 14296.3 543374.54
&, Haa u0a'
Rp Rp Rp Rp R0 R0
131,002.42 461,20(.(0 4(,464.00 (,043.20 25617.51 1;5134.
AN N"# Pa$et
:
RKN1%&33
Nama Pa$et
:
PEM'AN(UNAN RUMAH KH
L"$a!i
:
Ka*# MARAUKE
K"ntra$t"r Pe+a$!ana
:
PT# PAPUA SINAR ANU(RAH
Satuan
:
M3
Mema!an, 1 m3 a!an,an 'atu *ata !e!i 1 P> : PS Ke*utuan
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 'aan
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
K"ntra$t"r Pe+a$!ana
:
PT# PAPUA SINAR ANU(RAH
Satuan
:
M3
Mema!an, 1 m3 a!an,an 'atu *ata !e!i 1 P> : PS Ke*utuan
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 'aan
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 'aan
:p
Har,a Satuan ua
0m+ Har,a 'aan
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
884%#13
R rah M
ATA MERAH
0m+ Har,a ua
TOTAL PER M3
R
1484<7#7
LISA HAR(A SATUAN USUS )I KA'# MARAUKE PROV# PAPUA
Har,a Satuan 'aan
:p
Har,a Satuan ua
0m+ Har,a 'aan
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
13473#%8 R
84%9<#7
R rah M
0m+ Har,a ua
TOTAL PER M8 TOTAL PER M3
R
161461#98
R
1474<18#9
Volume 1 M2
Koef/M³
0.11
9.090909