KODE KODE K 012
ANALISA BIAYA BIAYA PEKERJAAN PENYEDIAAN KERIKIL SUNGAI ( TAK DISARING )
K 131
( MENGGUNAKAN ALAT ) PROFINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1 B!!"#$%& '% '%' * *+',, -% -%&+-+! "+ "+ *% *%+ ,+
1 M%,,- , ! !* % %&* ( 160 '3 '3/ &+ &+ )
2 W%%! L#"%& '%,++ T&- ", T+',,
2 W%%! L#"%& '%,++ 3 *&-/' ( 6 ' K%& )
3 D' D' T&&- '%, '%,, ,-* * -%&+%&+-+! +! , ,+ + *+" *+"- "+ "+&+ &+, ,
3 P%, %,, ,-*, *, & &- 10 -' "&+ "&+ ' '%& %&
-% !#-+ %,+',, * %-%&,
4 P%,'+!, '*%&+! "%,, "+,* %'5&, ,*+ &+ !*+ 5, %&!- 7#!'% 5, "+-& %&"&-, %&"&-, *#,/*&- ( !% ) B8 9 1. 6 1.0 *&+/ *&+/'/*& '/*& %,,, !* ,* &*;&* 1 %* ,*- 1 #&, %&!,
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
4><600.00
>><200.00
S#+&
=.00
1
L 0>1
=.00
42<>00.00
343<200.00
B& *- *%&!*+
1.00
1
L 101
1.00
36<000.00
36<000.00
P E K E R 8 A P%-%&, : MATERIAL
G,*+ &+ -%&+-+! ,+ !*+ M
A!* ,* ( %* ? 3 !* )
8UMLAH
7OLUME SATUAN
KODE
34<=00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
160.00
'3
M 012
1<00.00
2<=00<000.00
0.40
S%*
M 10
2<=00.00
21<120.00
A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
2<=21<120.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
B!!"#$%& 110 HP
1.00
1
E.001
3.00
621<=6=.63
1<=6<60.=>
W%%! L#"%& =0 HP
1.00
1
E 02
6.00
3=3<13.=
2<2>><042.6=
D' T&- ( T ) . 6= HP
=.00
1
E 212
4=.00
34<0.1
1<01><36.20
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
160.00
S S *, :
21<1=4<01. 24<3><>3. 24<3><>3.
M3 H& S*,
R.
13<34.60
P%& M3
KODE : K%'*, T,, P! U*&
KODE KODE K 026
ANALISA BIAYA BIAYA PEKERJAAN MEMPRODUKSI @AMPURAN ASPAL BETON UNTUK LAPIS PONDASI ATAS
K 131
( LASTON ATAS ) ( MENGGUNAKAN ALAT / AMP ) PROFINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1 S%' '*%&+! "+-+&+' !%%&,+&
1 ATB "+* "+ AMP &#"-+ 100/*#, &+
2 L# L#"%& '%, +, *%* %,
2 D+ D +-+ &%* % *%&&+,
3 P&#"-+ 20 *#,/' ;< '/&+
3 A! "+,-, "!, & + " -*,5
4 D+'* "%,, "' *&- "+** *%&! ,*- '%,
4 B+5 &#"-+ &#"-+ *%&'- %,,-*, %,,-*, '+ 10 K' "&+ AMP
*%'%&*&
P& P&#"-+ "+'* "%,, *&- * ", "+-+&+' -%*%'* %-%&, 6 R*;&* '& '& !* ,* 1 !,/#&,/%* !,/#&,/%* S%++-+ S%++-+ BM N#. N#. 03/PT/B/1>=3 03/PT/B/1>=3
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
2.00
1
L 061
2.00
<000.00
14<000.00
M%-,+- T%&!*+
1.00
1
L 01
1.00
1<00.00
1<00.00
O%&*#& *%&!*+
3.00
1
L 0=1
3.00
66<000.00
1>=<000.00
O%&*#& S%'+ T%&!*+
3.00
1
L 0=2
3.00
<000.00
16<000.00
S#+&
6.00
1
L 0>1
6.00
66<000.00
3>6<000.00
B& *- *%&!*+
6.00
1
L 101
6.00
44<000.00
264000
B& S%'+ *%&!*+
.00
1
L 103
.00
46<0.00
3220
P E K E R 8 A P%-%&, : MATERIAL
P+& %*#, M
A A !
A
S%'%,
T
A!* ,*
E
8UMLAH
SATUAN
KODE
1<<0.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
2.00
'3
M 041
13<00.00
3< 3<43<00.00
6<6>=.00
K
M 061
13<200.00
==<413<600.00
0 0 -
M 0=0
10<600.00
13<0>4<400.00
0.30
%*
M 10
<000.00 <000.00
16<00.00
4.00
'3
M 2/26
346<00.00
16<2=<00.00
124.00
B* P% 1;2 C 0.;1 '
7OLUME
R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
121<24<00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
W%%! L#"%& =0 HP
2.00
1
E 02
>.00
>0<4=.16
<316<33.42
M%+, %,'& A!
1.00
1
E 1
.00
4< 4<>1<>>3.03
24<=><>6.13
D' *&- * 6= HP
6.00
1
E 212
30.00
603<43=.1
1= 1=<103<144.>
G%,%&*#& S%*
1.00
1
E 311
.00
4><10.==
3<4<=4.42
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
100.00
S S *, :
1<<6>.>2 14<=<>4.>2 14<=<>4.>2
*#, H& S*,
R.
1<4<=>.4=
P%& *#,
KODE : K%'*, T,, P! U*&
KODE KODE K 035
ANALISA BIAYA BIAYA PEKERJAAN MEMPRODUKSI LAPIS TIPIS ASPAL BETON
K 131
( LATASTON ) ( MENGGUNAKAN ALAT / AMP ) PROFINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : @7. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1 S%' '*%&+! "+-+&+' !%%&,+&
1 HRS ", AMP "%,, &#"-+ 100 *#,/&+
2 L# L#"%& '%, +, *%* %,
2 D+ D +-+ &%* % *%&&+,
3 P&#"-+ 20 *#,/' ;< '/&+
3 A! "+,-, "!, & + " -*,5
4 D+'* "%,, "' *&- "+** *%&! ,*- '%,
4 B+5 &#"-+ &#"-+ *%&'- %,,-*, %,,-*, '+ 10 K' "&+ AMP
*%'%&*&
P& P&#"-+ "+'* "%,, *&- * ", "+-+&+' -%*%'* %-%&, 6 R*;&* '& '& !* ,* 1 !,/#&,/%* !,/#&,/%* S%++-+ S%++-+ BM N#. 03/PT/B/1>=3 03/PT/B/1>=3 ( *%! 3.3 )
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
M%-,+- T%&!*+
1.00
1
L 01
1.00
4><600.00
4><600.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
4><600.00
>><200.00
O%&*#& S%'+ T%&!*+
1.00
1
L 0=2
1.00
3=<400.00
3=<400.00
S#+&
.00
1
L 0>1
.00
42<>00.00
214<00.00
B& *- *%&!*+
.00
1
L 101
.00
36<000.00
1=0<000.00
B& S%'+ *%&!*+
6.00
1
L 103
6.00
3<200.00
223<200.00
P E K E R 8 A P%-%&, : MATERIAL
P+& %*#, M
A A!
A
S%'%,
T
A!* ,*
E
8UMLAH
SATUAN
KODE
=61<300.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
3=.00
'3
M 041
10<110.00
4< 4<00<1=0.00
><000.00
K
M 061
6<=00.00
61<200<000.00
40 -
M 0=0
2<=00.00
>< ><04<000.00
0.30
%*
M 10
2<=00.00 2<=00.00
1<=40.00
1=.00
'3
M 2/26
236<.00
4<261<>0.00
1=0.00
B* P% 1;2 C 0.;1 '
7OLUME
R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
><01<>0.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
W%%! L#"%& =0 HP
2.00
1
E 02
12.00
3=3<13.=
4<>=<0=.36
M%+, %,' A!
1.00
1
E 1
.00
4< 4<303<62.
21<1=<263.
D' *&- * 6= HP
.00
1
E 212
2.00
34<0.1
=<=64<23.
G%,%&*#& S%*
1.00
1
E 311
.00
4=0<364.44
2<401<=22.20
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
100.00
S S*, :
3<3=2<42.06 11<2><6>.06 11<2><6>.06
*#, H& S*,
R.
1<12<>6.>
P%& *#,
KODE : K%'*, T,, P! U*&
KODE KODE K 040
ANALISA BIAYA BIAYA PEKERJAAN MEMPRODUKSI DAN MENGANGKUT ASPAL BETON
K 131
( MENGGUNAKAN ALAT/AMP ) PROFINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1 S% S %' '*%&+! "+-+&+' !%%&,+&
1 M% M %'-+ !* %&* 100 *#,/&+
2 L# L#"%& '%, +, *%* %,
2 M% M %'-+ &%* % *%&&+,
3 P&#"-+ 20 *#,/' ;< '/&+
3 AMP "+"+&+-, "+ "%-* %,+',, '*%&+!
4 D+'* "%,, "' *&- "+** *%&! ,*- '%,
4 A! "+,-, !%+ "! & ! " + * "+'!+
*%'%&*&
H+! "+,-* "%,, *&- * ", "+-+&+' '+ ,+%& 6 R*;&* '& '& !* ,* 1 !,/#&,/%* !,/#&,/%* S%++-+ S%++-+ BM N#. 03/PT/B/1>=3 03/PT/B/1>=3 ( *%! 3.3 )
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
2.00
1
L 061
2.00
<000.00
14<000.00
M%-,+- T%&!*+
1.00
1
L 01
1.00
1<00.00
1<00.00
O%&*#& *%&!*+
3.00
1
L 0=1
3.00
66<000.00
1>=<000.00
O%&*#& S%'+ T%&!*+
3.00
1
L 0=2
3.00
<000.00
16<000.00
S#+&
6.00
1
L 0>1
6.00
66<000.00
3>6<000.00
B& *- *%&!*+
6.00
1
L 101
6.00
44<000.00
264<000.00
B& S%'+ *%&!*+
.00
1
L 103
.00
46<0.00
32<20.00
P E K E R 8 A P%-%&, : MATERIAL
P+& %*#, M
A A !
A
S%'%,
T
A!* ,*
E
8UMLAH
SATUAN
KODE
1<<0.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
30.00
'3
M 041
13<00.00
4< 4<12<000.00
6<>10.00
K
M 061
13<200.00
>1<212<000.00
0 0 -
M 0=0
10<600.00
13<16<=00.00
0.30
%*
M 10
<000.00 <000.00
16<00.00
33.0
'3
M 2/26
346<00.00
11<60<0.00
12=.00
B* P% 1;2 C 0. ;1 '
7OLUME
R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
120<4=<00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
W%%! L#"%& =0 HP
2.00
1
E 02
14.00
>0<4=.16
=<20<44.21
M%+, %,'& A!
1.00
1
E 1
.00
4< 4<>1<>>3.03
24<=><>6.13
D' *&- * 6= HP
6.00
1
E 212
30.00
603<43=.1
1= 1=<103<144.>
G%,%&*#& S%*
1.00
1
E 311
.00
4><10.==
3<4<=4.42
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
100.00
S S *, :
4<0><43=.1 16<63<23=.1 16<63<23=.1
*#, H& S*,
R.
1<6<632.3>
P%& *#,
KODE : K%'*, T,, P! U*&
ANALISA BI AYA PEKERJAA N
KODE KODE K 110
MEMBUAT PARIT GALIAN TANAH
K 111
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
G!+ P&+*
1 M%,,-, *%, ',+ ( 100 '/&+
2
P%',, +! !+, '%,,-, *&-
2 D+'%,+ !&, !%& ; 0.0 ' L%& * 9 1.30 ' -%"!', 9 0.60 ' ( #! 9 0.4 '3/&+;#&, 3 +! +! !+, "+, %*%'* 4 +! !+, "+, % % 2 -' M%,!+ ", '%', '%', "++*, "++*, < 1. '3/&+ ; #&, 6 P%,,, P%,,, !* ,* ,*,*- 1 !, ; #&,
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
S#+&
1.00
1
L 0>1
1.00
42<>00.00
42<>00.00
36.00
1
L 101
36.00
36<000.00
1< 1 <2>6<000.00
P E B& *- *%&!*+ K E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
1.0
7OLUME SATUAN U,+*
KODE
M 10
1<3><300.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
2<=00.00
><200.00
M A T E R I A L M*%&+! : PERALATAN
D' *&- ( 3. T ) ; 44 HP
8UMLAH
HARI
ALAT
KER8A
1.00
1
KODE
E 221
><200.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
3.00
16<201.64
46=<604.>2
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
4.00
S*, :
46=<604.>2 1<>43<104.>2 1<>43<104.>2
M3 H& S*,
R.
3<>=3.42
P%& M3
KODE : K%'*, T,, P! U*&
ANALISA BIAYA BIAYA PEKERJA AN GORONG; GO GORONG KOTAK PAS.BATU DENGAN PENUTUP BETON BERTULANG
KODE KODE K 127 K 131
( UKURAN 1.00 1.00 M ) ( MENGGUNAKAN BURUH ) PROFINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1 M% M%'* P!* %*#, %&*!,
1 T+ T+"- *%&'- "+,"+, -%!
2 G!+ *, !%& 2 '< "!' 1.2 '
2 L,*+ "& "&+ ,, * *%! 40 ' "+* +&
3 B, +! !+, "%,, *&-
3 D+,"+, ,, * +, "!' '+&+, ( -%& *%- )
4 @#& %*#, !,*+ -%&
"& 0 '< * 30 '< *+,+ 100 '
*+"- *%&'- "+,"+, -%!
4 P!* * ( 1.= ' 0.2 ' ) %&*!, %,!,, 100 -/'3
6 B* *'%,* "&+ ,, *
P%,+&+', '*%&+! '+ "+*%'* %-%&,
P P, !* %*#, "+*,5
6 U U *-, *%&'- "!' +5 &#"-+
= T+', -%'!+ %- !+, "+%!-, #,"+
%+ '& D< 1/3
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
2.00
6
L 061
12.00
<000.00
>24<000.00
O%&*#& *%&!*+
1.00
2
L 0=1
2.00
66<000.00
132<000.00
S#+&
1.00
1
L 0>1
1.00
66<000.00
66<000.00
12.00
6
L 101
2.00
44<000.00
3 3<<16=<000.00
4.00
6
L 106
24.00
4><00.00
1<1==<000.00
2.00
6
L 0>
12.00
60<00.00
26<000.00 26<000.00
P E K B& *- *%&!*+ E B& *%&!*+ R T-, T-, * 8 A P%-%&, : MATERIAL
8UMLAH
A!* ,*
1.0
M
P%'%+,
A
B%+*+,
T
7OLUME SATUAN
KODE
6<204<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
U,+*
M 10
<000.00
=2<00.00
4=0.00
K
K 1
1=<>0.00
=<>23<200.00
24.30
M2
K 10
6<>2.0
1<61<24.
T+',, T+',, -#,*&-+ -#,*&-+
2.00
M3
K 22
203<464.42 203<464.42
406<>2=.=4 406<>2=.=4
E
B* % 1 ; 2 '
3.0
M3
M 02
346<00.00
1<2=2<00.00
R
P+& %*#,
.30
M3
M 041
13<00.00
1<003<0.00
I
S%'%,
>0.00
40 K
M 0=0
=4<4=0.00
<603<200.00
A
B* ,,
1.00
M3
M 010
213<00.00
3<1>6<00.00
L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
24<14=<>24.>
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
D' *&- (3< T) / 44 H
1.00
1
E 221
3.00
2=><6.=0
=6=<6>.41
@#,&%*% '+%& 0.2 '3 / 10 H
1.00
1
E 22
3.00
>><=2.26
2>><616.
A!* %,%*& %*#, 4 H
1.00
1
E 0=>
3.00
4><10.0
14=<30.16
P#' +& ( D+. ' ) 30 '3 / '
1.00
1
E341
.00
3=<=30.3
1>4<12.64
E*#& >0 HP
1.00
1
E020
2.00
62<>>6.1 62<>>6.1
1<2<>>3.41 1<2<>>3.41
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
>.00
S*, :
3<036<>>0.40 33<3=><>14.>> 33<3=><>14.>>
M H& S*,
R.
3<0><>>0.
P%& M
KODE : K%'*, T,, P! U*&
ANALISA BIAYA BIAYA PEKERJA AN GORONG;GORONG KOTAK ( 1<' 1<' 10 ' ) BETON BERTULANG
KODE KODE K 128
K 131
TIDAK TERMASUK TERMASUK DINDING DINDING KEPALA KEPALA ( MENGGUNAKA MENGGUNAKAN N BURUH BURUH ) PROFINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1 M%,!+ ", *%, ',+ (0 '3)
1 H S * 9 1< ' 1< ' 21 ' ).
2 P"*-, "%& "& 20 '2
2 P%,+&+', '*%&+! '+ -%*%'* %-%&,
3 @# @#& !,*+ "& %*#, (0<= '3)
3 B B, !+, % 1 -'
4 B B* %+*+, (6 '2)
4 L L,*+ "& %*#, -! *%! '
P P, %'%+, (10 -)
S% S %%&*+ %- %+*+,< "* "+-+ !+
6 @#& %*#, *&-*& (11< '3)
6 P%'%+, 134< -/' "%,, -+* 100 -/#&,;&+
B#,-& %+*+, *+', "%,,
@#& %*#, *&-*& -! A "!' 2 *
&, 5 +- ", "*-, > '3
= T+ T+"- *%&'- "+,"+, -%! > U *-, *-, "+'--, "!' +5 +5 &#"-+
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
3.00
6
L 061
1=.00
<000.00
1<3=6<000.00
S#+&
1.00
3
L 0>1
3.00
66<000.00
1>=<000.00
2.00
10
L 101
20.00
44<000.00
11<==0<000.00
2.00
6
L 106
12.00
4><00.00
>4<000.00
6.00
=
L 0>
4=.00
60<00.00 60<00.00
2<>04<000.00 2<>04<000.00
1.00
3
L.0=1
3.00
66<000.00
1>=<000.00
P E B& *- *%&!*+ K B& *%&!*+ E T-, T-, * R O%&*#& *%&!*+ 8 A P%-%&, : MATERIAL
8UMLAH
A!* ,*
3.0
M
P%'%+,
A
B%+*+,
T
7OLUME SATUAN
KODE
1<160<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
U,+*
M 10
<000.00
1>2<00.00
1<0=0.00
K
K 1
1=<>0.00
20<0<200.00
3>.60
M2
K 10
6<>2.0
2<6>0<>1>.00
T+',, -#,*&-+ -#,*&-+
=.00
M3
K 22
203<464.42 203<464.42
1<62<1.3 1<62<1.3
E
B* % 1 ; 2 '
=.10
M3
M 02
236<.00
1<>1<=.0
R
P+& %*#,
1.0
M3
M 041
10<110.00
1<660<20.00
I
S%'%,
1>=.00
40 K
M 0=0
2<=00.00
10<44<400.00
A
B* G,,
33.00
M3
M 010
213<100.00
<032<300.00
L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
4<63<116.=
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
D' *&- (3< T) / 44 H
1.00
1
E 221
.00
16<201.64
1<0>3<411.4=
@#,&%*% '+%& 0.2 '3 / 10 H
1.00
1
E 22
.00
<412.>6
41<=>0.2
A!* %,%*& %*#, 4 H
1.00
1
E 0=>
.00
3><6.14
2<>>.>=
P#' +& ( D+. ' ) 30 '3 / '
1.00
2
E341
12.00
24<>6.4=
2><1.6
E*#& >0 HP
1.00
1
E.020
.00
3<213.3 3<213.3
2<=66<066.= 2<=66<066.=
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
12.00
S*, :
<04<126.> 6<==<243.66 6<==<243.66
M H& S*,
R.
<6<20.30
P%& M
KODE : K%'*, T,, P! U*&
KODE KODE K 129
ANALISA BIAY BIAYA PEKERJAA N GORONG; GORONG KOTAK ( 2.0' 2.0' ) BETON BERTULANG
K 131
TIDAK TERMASUK DINDING DINDING KEPALA KEPALA ( MENGGUNAKAN MENGGUNAKAN BURUH ) PROFINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1 M% M %,!+ ", *%, ',+ (0 '3)
1 H S * 9 2 ' 2 ' 2 ' ).
2 P P"*-, "%& "& 2 '2
2 P% P %,+&+', '*%&+! '+ -%*%'* %-%&,
3 @#& !,*+ !,*+ "& %*#, %*#,
3 B, B, !+, !+, % % 1 -'
4 B B* %+*+, (110 '2)
4 L L,*+ "& %*#, -! *%! 10 '
P P, %'%+, (220 -)
S% S %%&*+ %- %+*+,< "* "+-+ !+
6 @#& %*#, *&-*& (22.0 '3)
6 P%'%+, 22 -/' "%,, -+* 100 -/#&,;&+
B#,-& %+*+, *+', "%,,
@#& %*#, *&-*& -! A "!' 2 *
&, 5 +- ", "*-, 3= '3
= T+ T +"- *%&'- "+,"+, -%! > U *-, "+'--, "+'--, "!' +5 +5 &#"-+
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
3.00
6
L 061
1=.00
<000.00
1<3=6<000.00
S#+&
1.00
3
L 0>1
3.00
66<000.00
1>=<000.00
10
L 101
20.00
44<000.00
11<==0<000.00
2.00
6
L 106
12.00
4><00.00
>4<000.00
6.00
=
L 0>
4=.00
60<00.00
2<>04<000.00 2<>04<000.00
1.0
3
L.0=1
3.00
6 66 6<000.00
1>=<000.00
P E B& *- *%&!*+
2.00
K B& *%&!*+ E T-, T-, R O%&*#& *%&!*+ 8 A P%-%&, : MATERIAL
8UMLAH
A!* ,*
3.0
M
P%'%+,
A
B%+*+,
T
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
U,+*
M 10
<000.00
1>2<00.00
3<300.00
K
K 1
1=<>0.00
61<34<000.00
.=0
M2
K 10
6<>2.0
<10<>>.0
T+',, -#,*&-+ -#,*&-+
>.00
M3
K 22
203<464.42 203<464.42
1<=31<1>.> 1<=31<1>.>
E
B* % 1 ; 2 '
12.00
M3
M 02
346<00.00
4<1=<000.00
R
P+& %*#,
3.0
M3
M 041
13<00.00
4<==1<20.00
I
S%'%,
436.00
40 K
M 0=0
=4<4=0.00
36<=33<2=0.00
A
B* ,,
4.00
M3
M.010
213<00.00
1<6<1=0.00
L
U&,, +&
.2
M3
K.310 P
134<=1.33
06<2.00
P+ D&+,%
1>.60
M M
;
344<22.
6<2<64.>0 M*%&+! :
PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
E*#& >0 HP
1.00
1
E.020
D' *&- (3< T) / 44 H
1.00
1
E 221
@#,&%*% '+%& 0.2 '3 / 10 H
1.00
1
A!* %,%*& %*#, 4 H
1.00
P#' +& ( D+. ' ) 30 '3 / '
1.00
1<160<000.00
HARGA SATUAN
13<620<3=.1>
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
.00
3<213.3
2 2<<=66<066.=
.00
16<201.64
1<0>3<411.4=
E 22
.00
<412.>6
41<=>0.2
1
E 0=>
.00
3><6.14
2<>>.>=
1
E341
12.00
24<>6.4=
2><1.6
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
1.00
S*, :
<04<126.> 1><=4<13.>= 1><=4<13.>=
M H& S*,
R.
10<66<>6.60
P%& M
KODE : K%'*, T,, P! U*&
ANALISA BI AYA PEKERJAA N GORONG; GORONG KOTAK 2 ( 2.0' 2.0' ) BETON BERTULANG
KODE KODE K 133
K 131
TIDAK TERMASUK DINDING DINDING KEPALA KEPALA ( MENGGUNAKAN MENGGUNAKAN BURUH ) PROFINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1 M%,!+ ", *%, ',+ (100 '3)
1 H S * 2 9 2 ( 2 ' 2 ' 2 ' ).
2 P"*-, "%& "& 2. '2
2 P%,+&+', '*%&+! '+ -%*%'* %-%&,
3 @#& !,*+ !,*+ "& "& %*#, %*#,
3 B, B, !+, !+, % % 1 -'
4 B B* %+*+, (10 '2)
4 L L,*+ "& %*#, -! *%! 10 '
P P, %'%+, (3>30 -)
S% S %%&*+ %- %+*+,< "* "+-+ !+
6 @#& %*#, *&-*& (3=. '3)
6 P%'%+, 3>3 -/' "%,, -+* 100 -/#&,;&+
B#,-& %+*+, *+', "%,,
@#& %*#, *&-*& -! A "!' 2 *
&, 5 +- ", "*-, 3= '3
= T+ T +"- *%&'- "+,"+, -%! > U *-, *-, "+'--, "!' +5 +5 &#"-+
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
2
L 061
2.00
6<400.00
1<410<000.00
S#+&
1.00
L 0>1
.00
42<>00.00
300<300.00
2
L 101
3.00
36<000.00
13<00<000.00
4.00
6
L 106
24.00
3=<400.00
>21<600.00
1.00
6
L 0>
6.00
42<>00.00
2<400.00 2<400.00
P E B& *- *%&!*+
1.00
K B& *%&!*+ E T-, T-, * R 8 A P%-%&, : MATERIAL
8UMLAH
A!* ,*
3.00
M
P%'%+,
A
B%+*+,
T
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
U,+*
M 10
2<=00.00
1=<400.00
3<>30.00
K
K 1
1=<>0.00
3<0=<00.00
10.00
M2
K 10
6<>2.0
11<1<>2.00
T+',, -#,*&-+ -#,*&-+
3=.00
M3
K 22
203<464.42 203<464.42
<31<64.>> <31<64.>>
E
B* % 1 ; 2 '
30.00
M3
M 02
236<.00
<103<20.00
R
P+& %*#,
20.00
M3
M 041
10<110.00
2<142<200.00
I
S%'%,
40 K
M 0=0
2<=00.00
1<160<000.00
A
K%&+-+! S,+
M3
M.012
13<0.00
30<00.00
32.00 2.00
16<3=><300.00
HARGA SATUAN
L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
11><213<622.>>
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
D' *&- (3< T) / 44 H
1.00
10
E 221
0.00
16<201.64
<=10<0=2.00
@#,&%*% '+%& 0.2 '3 / 10 H
1.00
3
E 22
24.00
<412.>6
1<=<>11.04
A!* %,%*& %*#, 4 H
1.00
3
E 0=>
24.00
3><6.14
>1<1.36
P#' +& ( D+. ' ) 30 '3 / '
1.00
3
E341
1=.00
24<>6.4=
442<36.64
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
10.00
S*, :
11<062<01.04 146<66<424.03 146<66<424.03
M H& S*,
R.
14<666<42.40
P%& M
KODE : K%'*, T,, P! U*&
ANALISA BIAYA BIAYA PEKERJA AN
KODE KODE K 111
MEMBUAT PARIT GALIAN TANAH
K 111
( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
G!+, !&, *%+ !, "%,, &"%&
1 M%,,-, %&!*, %&* (00 '/&+)
2
B, +! !+,
2 7#!'% !+, !&, *%+ !, 0<= '3/&+ 3 D+!+ D+!+ "%,, "%,, &"%& &"%& 4 1/3 "+%& " !, !, / ", !, 2/3 "+, "+, % % 1 -' 6 3 &+* / ' ' / *&*& P%'*, P%'*, !&, *%+ !, !, %&&+ 00 00 ' = T+,-* T+,-* '& D1 : 1/4 *+% 2A 2A
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
66<000.00
132<000.00
S#+&
1.00
1
L 0>1
1.00
66<000.00
66<000.00
B& *- *%&!*+
6.00
1
L 101
6.00
44<000.00
264<000.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
0.60
7OLUME SATUAN U,+*
KODE
M 10
3><000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
<000.00
33<000.00
M A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
33<000.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
G&"%& 110 HP
1.00
1
E 010
.00
3><=26.>
3<6>><134.=4
W%%! !#"%& =0 HP
1.00
1
E 02
4.00
>0<4=.16
2<362<>>2.63
D' *&- ( T ) ; 11 HP
1.00
1
E 212
.00
603<43=.1
3<01<1>0.=3
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
300.00
S*, :
><0><31=.2> ><61<31=.2> ><61<31=.2>
M3 H& S*,
R.
32<11.06
P%& M3
KODE : K%'*, T,, P! U*&
KODE KODE K 210
ANALISA BIAYA PEKERJAAN PENGUPASAN TANAH DAN PEMBERSIHAN SEMAK PADA DAMI8A
K 210
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
P%,, ", %', %'K;
1 M%,,-, *%, ',+ (> ' 100 '/&+)
%'- "%,, *%, ',+
2 H+! -%& 2 '2 / #&, ; &+
" MD8 (D%& M+!+- 8!,)
3 M% M %,,-, !* ,* &*;&* 1 !, ; #&, 4 B-&! ' "+*%'* "+*%'* %-%&, %-%&,
PEKER8A M,"#&
8UMLAH
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
L 061
1.00
<000.00
<000.00
L 101
36.00
44<000.00
1 1<<=4<000.00
HARI
KODE
1.00
1
36.00
1
ORANG
P B& *- *%&!*+ E K E R 8 A P%-%&, : MATERIAL
A!* ,* (%* ? 3 !*)
8UMLAH
1.0
7OLUME SATUAN %*
KODE
M 10
1<661<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
<000.00
=2<00.00
M A T E R I A L M*%&+! : PERALATAN
8UMLAH
HARI
ALAT
KER8A
KODE
=2<00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
>00.00
S*, :
1<43<00.00 1<43<00.00
M2 H& S*,
R.
1<>3.22
P%& M2
KODE : K%'*, T,, P! U*&
KODE KODE K 211
ANALISA BIAYA PEKERJAAN PENGUPASAN TANAH DAN PEMBERSIHAN SEMAK PADA DAMI8A
K 210
( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
B!"#$%& '%, ", '%', '
1 M%,,-, !* %&* (2400 '2/ &+)
" D'+ (D%& M+!+- 8!,)
2 T+"- " ##, %& " D'+ ( ,5 %'-;%'-)
L% & %, , ", %'%&+ , 9 D '+ '+ '+,
3 L%& D'+ 12 '
!%& ", !,
4 P%'%&+ "'+ 200 ' / &+ B-& ' "# !#-+ !#-+ %-%&, %-%&,
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
B& *- *%&!*+
2.00
1
L 101
2.00
36<000.00
2<000.00
1
L.0=1
4 4> ><600.00
4><600.00
P E O%&*#& *%&!*+
1.0
1
K E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
1.00
7OLUME SATUAN U,+*
KODE
M 10
1=<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
2<=00.00
2<=00.00
M A T E R I A L M*%&+! : PERALATAN
B!"#$%& 110 HP
8UMLAH
HARI
ALAT
KER8A
1.00
1
KODE
E. 001
2<=00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
.00
621<=6=.63
3< 3<10><343.1
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
2400.00
S*, :
3<10><343.1 3<340<143.1 3<340<143.1
M2 H& S*,
R.
1<3>1.3
P%& M2
KODE : K%'*, T,, P!
ANALISA BIAY BIAYA PEKERJ AAN
KODE KODE K 220
MENGANGKUT MATERIAL UNTUK MENGURUG BADAN 8ALAN ( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1 2 3 4
KABUPATEN BULUNGAN (04)
K 220
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
P%,!+, ", %'*, -%*&-
1 M% M %,,-, *%, ',+ ( 60 '3 / &+ ).
"%,, *%, ',+
2 D+-+ '*%&+! "&+ %,!+, "+"%& !, * *%'* !+, 5, "+ %&#!%-,
P%,+&+', -%*%'* %-%&,
3 8 8 &- ,-* 4 -' ( 1 *&+ / ' / *&- )
"%,, *&-
4 P%&!*, "%,, *%, ',+< *%! %&!+ 10 '
M%'#,-& ", '%&*-, "%,,
P%&!*, '%,,-, '%+, +! *,"%'
*%, ',+
6 T+ T+"- *%&'- %-%&, %&+, "+!#-+ %,'+!,
P%'"*, !+, ; !+,
H+! %'"*, 60 '3
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOT TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
3.00
1
L 061
3.00
6 6<400.00
16><200.00
O%&*#& *%&!*+
1.00
1
L 0=1
1.00
4><600.00
4><600.00
S#+&
.00
1
L 0>1
.00
42<>00.00
300<300.00
>0.00
1
L 101
>0.00
36<000.00
3< 3 <240<000.00
P E K B& *- *%&!*+ E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
6.00
7OLUME SATUAN U,+*
KODE
M 10
3<><100.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
2<=00.00
316<=00.00
M A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
316<=00.00
8AM
HA R G A
BIAYA
SUB TOT TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! *,"%' 6 ; 10 *#,
1.00
1
E 0=1
.00
303<6.31
1<1=<2=6.
T&- *,-+ +& 6= MP
1.00
1
E 1=2
.00
246<0=>.6
1<230<44=.3
D' *&- ( 3< T ) ; 11 HP
6.00
1
E 221
36.00
16<201.64
<623<2>.04
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
120.00
S*, :
=<31<>>3.>4 12<44<=>3.>4 12<44<=>3.>4
M3 H& S*,
R.
103<32.4
P%& M3
KODE : K%'*, T,, P!
ANALISA BI AYA PEKERJAA N
KODE KODE K 225
PENIMBUNAN DAN PEMADATAN
K 220
( UNTUK 8EMBATAN C GORONG;GORONG )(MENGUNAKAN BURUH) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
S*&-*& "+%&+-, "&+ ,;, #&,-
2
T+', T+',, , -%'! -%'!++ +, +, %!-, %!-, *&-*& *&-*&
3
P"*- P"*-, , "%,, "%,, *'%& *'%& ", ", '%+, '%+, +! +! %&%*& %&%*&
1 B, *+',, "+-+&+' "+!,, #!% !%%&,+& 2 T+',, T+',, "+"*-, %&!+ *%! 10 '
(*'%&)
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
B& *- *%&!*+
.00
1
L 101
.00
44<000.00
220<000.00
B& - *%&!*+
2.00
1
L 103
2.00
46<0.00
>3<00.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,* M
S+ S+&*
8UMLAH
7OLUME SATUAN
KODE
3>0<00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
0.10
S%*
M.10
<000.00
<00.00
20.00
M3
MR.042
1><20.00
3=<000.00
A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
3>0<00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! %&%*& 1 T#,
1.00
1
E 0=
.00
4=1<21.
2<406<0==.4
S*'%& 4 HP
1.00
1
E 0==
.00
13<4.0
6=<3.26
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
1>.00
S*, :
3<0=4<=24.00 3<=6<=24.00 3<=6<=24.00
M3 H& S*,
R.
203<464.42
P%& M3
KODE : K%'*, T,, P!
ANALISA BIAY BIAYA PEKERJA AN MENGANGKUT MATERIAL UNTUK MENGURUG BADAN 8ALAN ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
KODE KODE K 221 K 220
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
P%,!+,
1 M%,,-, !* %&* ( 160 '3/ &+0
2
P%,,-*,
3 2 &+* / '/ *&-
3
R*-, R*-, ", "*-, "*-, !+ "%'+ !+< !+<
K+* K+* %'"*, %'"*, 160 '3 %&&+ %&&+
*%! *+ !+ 1 '
6 T+ T+"- *%&'- %-%&, %&+, "+ !#-+ %,'+!,
2 D+-+ '*%&+! ", %,!+, "+ "%& !, * *%'* !+, 65, "+*-, 4 8&- ,-* ,-* !, !, %&+ %&+ 4 -'
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R . )
M,"#&
1.00
1
L 0 61
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
4.00
1
L 0=1
4.00
4><600.00
1>=<400.00
S#+&
4.00
1
L 0 >1
4.00
42<>00.00
11<600.00
B& *- *%&!*+
.00
1
L 1 01
.00
36<000.00
1=0<000.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
0.30
7OLUME SATUAN U,+*
KODE
M 1 0
606<400.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R . )
2<=00.00
1<=40.00
M A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
1<=40.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
B!"#$%& 110 HP
1.00
1
E 0 01
.00
621<=6=.63
3< 3<10><343.1
G&"%& 100 HP
1.00
1
E 0 10
.00
1=<6>>.>
2<>3<4>>.=
W%%! !#"%& 11 HP
1.00
1
E 0 2
.00
3=3<13.=
1<>1<=6=.>0
M%+, +! %&%*& 1 *#,,%
1.00
1
E 0=2
.00
201<1.6
1<00<=.=0
T&- *,-+ +& 11 HP
1.00
1
E 1=2
3.00
246<0=>.6
3=<26>.01
D' *&- ( T ) ; 14 H
3.00
1
E 212
1.00
34<0.1
E R A L A T A N
<31=<2.2 P%&!*, : T O T A L ( R )
7OLUME :
160.00
S S *, :
14<6=1<410.>6 1<303<60.>6
M3 H& S*,
R.
><64.=2
P%& M3
KODE : K%'*, T,, P!
KODE KODE K 311 K 311
ANALISA BIAY BIAYA PEKERJA AN MEMBENTUK BADAN 8ALAN/SUBGRADE DENGAN TIMBUNAN ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1 3
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
M*%&+ M*%&+! ! "+' "+'&& ('-+' ('-+'' '
1 M%, M%,,,-, , %&! %&!*, *, %&* %&* ( 120 '3/&+ '3/&+ )
%*+ !+ 20 ' ).
2M M *%&+! +!+, ,*- *+',, "+-+&+' -% *%'* %-%&, %
S%*+ S%*+ !+ !+ ( 20 ' ) "+" "+"*- *-, , '+,+'! 4 -!+ !+,*, "%,,
10 -' #!% #!% !%& !%&,+ ,+&& 3 P%'"*,,5 '%,"%-*+ %'"*, ,*- L.P.B
&#!!%& = *#,.
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 0 61
1.00
<000.00
<000.00
O%&*#& *%&!*+
2.00
1
L 0 =1
2.00
66<000.00
132<000.00
S#+&
1.00
1
L 0 >1
1.00
66<000.00
66 6 6<000.00
10.00
1
L 101
10.00
44<000.00
440<000.00
P E K B& *- *%&!*+ E R 8 A P%-%&, : MATERIAL
T+',, *, + M
A! A !* ,*
8UMLAH
7OLUME S ATUAN
KODE
1<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R . )
144.00
M3
M 01
3=<00.00
<44<000.00
1.00
S%*
M 1 0
<000.00
<000.00
A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
<>><000.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R . )
G&"%& 110HP
1.00
1
E 0 10
.00
3><=26.>
3<6>><134.=4
M%+, +! %&%*& =;10 *#,
1.00
1
E 0 =2
.00
22<=06.12
1<364<030.=
T&- *,-+ +& 6= HP
1.00
1
E 1 =2
4.00
43><>.64
1<><=22.
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
120.00
S*, :
6<=22<>=.>6 13<136<>=.>6
M3 H& S*,
R.
10><44.>0
P%& M3
KODE : K%'*, T,, S%!#&
KODE KODE K 310
ANALISA BIAYA PEKERJAAN MEMBENTUK BADAN 8ALAN/SUBGRADE DENGAN TIMBUNAN
K 311
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
M*%&+! "+'& ('-+''
1 M%,,-, *%, &
%*+ !+ 20 ' ).
2 H H & '*%&+! *+',, %&"&-, & "+!#-+ %-%&,
S%*+ !+ ( 20 ' ) "+"*-, '+,+'! 4 -!+ !+,*, "%,, &#!!%& = *#,.
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
2.00
6
L 061
12.00
6 6<400.00
66<=00.00
O%&*#& *%&!*+
1.00
6
L 0=1
6.00
4><600.00
2><600.00
S#+&
1.00
6
L 0>1
6.00
42<>00.00
2<400.00
4=.00
6
L 101
2==.00
36<000.00
10<36=<000.00
P E K B& *- *%&!*+ E R 8 A P%-%&, : MATERIAL
T+',, *, + M
A! A !* ,*
8UMLAH
7OLUME SATUAN
KODE
11<>><=00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
40.00
M3
M 01
1><16.00 1><16.00
=<624<20.00 =<624<20.00
=.00
S%*
M 10
2<=00.00
422<400.00
A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
><046<60.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! %&%*& =;1 *#,
1.00
6
E 0=4
30.00
3<0>.=2
11 11<22<=4.60
T&- *,-+ +& 6= HP
1.00
6
E 1=2
30.00
246<0=>.6
<3=2<6>0.10
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
3.00
S S *, :
1=<63<64.0 3><2=2<014.0 3><2=2<014.0
M3 H& S*,
R.
104<2.04
P%& M3
KODE : K%'*, T,, P!
KODE KODE K 310.a
ANALISA BIAYA PEKERJAAN MEMBENTUK BADAN 8ALAN/SUBGRADE DENGAN TIMBUNAN
K 311
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
M*%&+! "+'& ('-+''
1 M%,,-, *%, &
%*+ !+ 20 ' ).
2 H H& '*%&+! *+',, %&"&-, & "+!#-+ %-%&,
S%*+ !+ ( 20 ' ) "+"*-, '+,+'! 4 -!+ !+,*, "%,, &#!!%& = *#,.
PEKER8A M,"#&
8UMLAH
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
L 061
12.00
6 6<400.00
66<=00.00
L 101
2==.00
36<000.00
10<36=<000.00
HARI
KODE
2.00
6
4=.00
6
ORANG
P B& *- *%&!*+ E K E R 8 A P%-%&, : MATERIAL
T+',, T+',, *, + M
A! A !* ,*
8UMLAH
7OLUME SATUAN
KODE
11<044<=00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
40.00
M3
M 01
1><16.00
=<624<20.00 =<624<20.00
=.00
S%*
M 10
2<=00.00
422<400.00
A T E R I A L M*%&+! : PERALATAN
8UMLAH
HARI
ALAT
KER8A
KODE
><046<60.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
3.00
S S *, :
; 20<0>1<40.00 20<0>1<40.00
M3 H& S*,
R.
3<.20
P%& M3
KODE : K%'*, T,, P!
ANALISA BI AYA PEKERJAA N
KODE KODE K 320
MEMBENTUK BADAN 8ALAN/SUBGRADE DIDAERAH GALIAN TANAH
K 321
BIASA ( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
D+!+ "%,, *%, ',+
1 M% M %,,-, *%, ',+ ( 32 '3/&+ )
D+'* "+ *&- "%,, *%, ',+
2 20 *%&, "+*%'*< %!+ *&- *+"- "
B, B, + +!! !+ !+, , **- *%&*%&-+ + '%, '%, ,,-, , *& *&- 3< 3< *#, *#,
3 =0 "+ "+, , "%, "%,, , *& *&4 1<6 &+* &+* !, !, ;%&+/'/*&;%&+/'/*& 8&- 1 &+* 2 -' -' 6 T+"- *%&'- %-%&, %'"*, *, "& "& P%,,, P%,,, !* ,* 1 !, ; #&,
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
S#+&
2.00
1
L 0>1
2.00
42<>00.00
=<=00.00
36.00
1
L 101
36.00
36<000.00
1< 1 <2>6<000.00
P E B& *- *%&!*+ K E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
1.0
7OLUME SATUAN U,+*
KODE
M 10
1<43=<200.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
2<=00.00
><200.00
M A T E R I A L M*%&+! : PERALATAN
D' *&- 3< *#,/44 HP
8UMLAH
HARI
ALAT
KER8A
2.00
1
KODE
E.221
><200.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
10.00
16<201.64
1<62<016.40
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
32.00
S*, :
1<62<016.40 3<0><416.40 3<0><416.40
M3 H& S*,
R.
>6<231.6
P%& M3
KODE : K%'*, T,, P!
ANALISA BIAYA BIAYA PEKERJA AN
KODE KODE K 321
MEMBENTUK BADAN 8ALAN/SUBGRADE DIDAERAH GALIAN TANAH
K 321
BIASA ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
2
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
P%,!+, "%,, !"#$%&
1 M% M %,,-, %&!*, %&* ( 200 '3/&+ )
H+! !+, "+, "%,, *&-
2 10 100 *%&, "+*%'*
% 1 -'
3 2< &+* / ' / *&-
P%&'%&'-, , *, *, "+%,* "+%,*- ",
4 8&8&- 1 &+* 2 -'
"+ &+-, "%,, &"%&
T+ T+"- *%&'- %-%&, %'"*, * *, "&
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
O%&*#& *%&!*+
3.00
1
L 0=1
3.00
66<000.00
1>=<000.00
B& *- *%&!*+
.00
1
L 101
.00
44<000.00
220<000.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
0.20
7OLUME SATUAN U,+*
KODE
M 10
4><000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
<000.00
11<000.00
M A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
11<000.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
B!"#$%& 110 HP
1.00
1
E 001
.00
=31<23.4>
4< 4<16<1.4
G&"%& 100 HP
1.00
1
E 010
4.00
3><=26.>
2<>><30.=
W%%! !#"%& 11 HP
1.00
1
E 02
4.00
>0<4=.16
2<362<>>2.63
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
200.00
S S *, :
><4=<4.> ><>=4<4.> ><>=4<4.>
M3 H& S*,
R.
4><>22.3>
P%& M3
KODE : K%'*, T,, S%!#&
PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
P%'%,*-, "& !, "%,,
2
D+"*-, "%,, !* %'"*
*%, ',+
PEKER8A
KODE ANALISA BIAYA PEKERJAAN KODE K 341 PEMADATAN TANAH DASAR K 342 ( MENGGUNAKAN BURUH ) KABUPATEN BULUNGAN (04) DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO ANGGAPAN / ASUMSI : 1 M% M %,,-, *%, #&, ( = ' 400 '/&+ ) 2 40 '2/&+ #&, 3 % %,,, !* ,* 1 !,;#&,
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
1.00
1
L 0=1
1.00
4><600.00
4><600.00
B& *- *%!*+
66.00
1
L 101
66.00
36<000.00
2 2<<36<000.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
0.20
7OLUME SATUAN U,+*
KODE
M 10
2<4=2<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
2<=00.00
10<60.00
M A T E R I A L M*%&+! : PERALATAN
P!* 7+&*#& T'%&
8UMLAH
HARI
ALAT
KER8A
1.00
1
KODE
E.0==
10<60.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
.00
11<1>0.41
=<>2.0
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
3<200.00
S*, :
=<>2.0 3<0=<12.0 3<0=<12.0
M2 H& S*,
R.
>62.04
P%& M2
KODE : K%'*, T,, P!
PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
P%'%,*-, "& !, "%,,
2
D+"*-, "%,, '%+, +!
&"%&
PEKER8A
KODE KODE ANALISA BIAYA PEKERJAAN K 342 PEMADATAN TANAH DASAR K 342 ( MENGGUNAKAN ALAT ) KABUPATEN BULUNGAN (04) DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO ANGGAPAN / ASUMSI : 1 M% M %,,-, !* %&* ( = ' 00 '/&+ 2 D'+ "+%&+-, "&+ %'3 L% L%& "& !, = ' 4 H+! -%& -%& '%,5+-, "& "& !, 00 '/&+
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
66<000.00
132<000.00
B& *- *%!*+
4.00
1
L 101
4.00
44<000.00
16<000.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,*
8UMLAH
1.00
7OLUME SATUAN U,+*
KODE
M 10
3=<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
<000.00
<000.00
M A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
<000.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
G&"%& 100 HP
1.00
1
E 010
6.00
3><=26.>
4<43=<>61.=0
M%+, +! 3 &#" 6 ; = T
1.00
1
E 0=0
6.00
4=0<04>.
2<==0<2>.42
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
4<000.00
S*, :
<31><2>.22 <><2>.22 <><2>.22
M2 H& S*,
R.
1<>3>.=1
P%& M2
KODE : K%'*, T,, S%!#&
PROPINSI : KALIMANTAN TIMUR (64) URAIAN : B, *+',, *+',, 5, 5, +- "+'& "+'& "%,, "%,, *%, *%, #&, #&, P%'"*, "%,, '%+, +! %&%*& 5, -%+!
PEKER8A
ANALISA BIAYA PEKERJAAN KODE KODE K 410 MEMBENTUK BAHU 8ALAN K 411 ( MENGGUNAKAN BURUH ) KABUPATEN BULUNGAN (04) DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO ANGGAPAN / ASUMSI : 1 M%,,M%,,-, , *%, *%, #&, ( >6 '3/&+< '3/&+< %'"* %'"*, , >60 >60 ' !,/&+ !,/&+ ) 2 10 ' *+',, "* "+*-, "+*-, " 1 ' !%& !, 3 B B , *+',, 5, *%&!*+ "+-+&+' !%%&,+& '+ "+*%'* %-%&, 4 L%%&,+& '%!%*--, '%!%*--, '*%&+! *+',, *+',, "+%,, !, P%,'&, P%,'&, *+',, #!% *%, ',+ 6 P%'"*, "%,, "%,, '%+, +! %&%*& -%+! -%+!
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6 6<400.00
O%&*#& *%&!*+
1.00
1
L 0=1
1.00
4><600.00
4><600.00
B& *- *%!*+
66.00
1
L 101
66.00
36<000.00
2<36<000.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,* M
8UMLAH
2.0
T+',, *,
120.00
7OLUME SATUAN
KODE
2<4=2<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
U,+*
M 10
2<=00.00
132<000.00
M3
M 01
1><16.00
2<2>><=00.00
A T E R I A L M*%&+! : PERALATAN
P
M%+, +! %&%*& 1 T
8UMLAH
HARI
ALAT
KER8A
1.00
1
KODE
E 0=
2<431<=00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
.00
42=<104.6=
2<140<23.40
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
>6.00
S*, :
2<140<23.40 <04<323.40 <04<323.40
M3 H& S*,
R.
3<4=2.4
P%& M3
KODE : K%'*, T,, P!
ANALISA BIAY BIAYA PEKERJAA N
KODE KODE K 411 K 411
MEMBENTUK BAHU 8ALAN ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1 2
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
B, *+',, 5, +- ",
1 M% M %,,-, !* %&* ( 2000 '2 !,/&+ )
%+ ,*- !,
2 10 ' *+',, "* "+*-, "+*-, " 1 ' !%& !,
T%,< %'+ *%&!*+ '%,*&
3 B, *+',, 5, *%&!*+ "+-+&+' !%%&,+& '+ "+*%'* %-%&,
%,+',,
4 L% L%%&,+& '%!%*--, '*%&+! *+',, "+%,, !,
3
B, "+'& "%,, &"%&
M M*%&+! "+%& "%,, &"%&
4
P%'"* P%'"*, , "%,, "%,, '%+, +!
6 200 '3 "+'&"+'&-, , ", "+"*"+"*-, , %&/&+ %&/&+
%&%*& 5, -%+!
K#%+%, %'"*, 9 1<2
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
O%&*#& *%&!*+
1.00
1
L 0=1
1.00
66<000.00
66<000.00
B& *- *%!*+
4.00
1
L 101
4.00
44<000.00
16<000.00
B& %'+ *%&!*+
2.00
1
L 103
2.00
46<0.00
>3<00.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,* M
8UMLAH
0.20
T+',, *,
240.00
7OLUME SATUAN
KODE
412<00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
U,+*
M 10
<000.00
11<000.00
M3
M 01
3=<00.00
><240<000.00
A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
><21<000.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M#*#& &"%& 110 HP
1.00
1
E 010
.00
3><=26.>
3<6>><134.=4
M%+, +! %&%*& 1 T
2.00
1
E 0=
10.00
4=1<21.
4<=12<1.4=
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
200.00
S*, :
=<11<312.32 1=<14<=12.32 1=<14<=12.32
M3 H& S*,
R.
>0<=4.06
P%& M3
KODE : K%'*, T,, S%!#&
ANALISA BIAYA BIAYA PEKERJAAN
KODE KODE K 422 K 411
MEMBERSIHKAN RUMPUT DAN TANAMAN DI BAHU 8ALAN ( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
P#*#, P#*#, %'- %!-& 5, *' " !,
1 M%,,-, M%,,-, *%, #&, ( 21<00 21<00 '/&+ )
B%& B%&+ +- -, , &' &'* */ /%' %'- "&+ "&+ ! !, , ", ", ! !, ,
2 D%, D%,, , !% !%& & "& "&++ *%+ *%+ ! !, , &* &*; ;& &* * ! ! 5, 5, "+ "+%& %&+ +-, , 300 3000 0 '2/-' '2/-' * * ++ ++ 3 H+! -%& -%& : 60 '2/&+ '2/&+ ; #&, 4 S'/&%&,*, S'/&%&,*, "+-& '%,,-, !* ,* 1 !, !, ; #&,
PEKER8A M,"#&
8UMLAH
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
L 061
1.00
6<400.00
6<400.00
L 101
2.00
36<000.00
>00<000.00
HARI
KODE
1.00
1
2.00
1
ORANG
P B& *- *%!*+ E K E R 8 A P%-%&, : MATERIAL
A!* ,* ( %* ? 3 !* )
8UMLAH
1.00
7OLUME SATUAN U,+*
KODE
M 10
>6<400.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
2<=00.00
2<=00.00
M A T E R I A L M*%&+! : PERALATAN
8UMLAH
HARI
ALAT
KER8A
KODE
2<=00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
1<00.00
S*, :
; 1<00><200.00 1<00><200.00
M2 H& S*,
R.
62.=0
P%& M2
KODE : K%'*, T,, P!
ANALISA BI AYA PEKERJAA N
KODE KODE K 424 K 411
MEMBERSIHKAN MEMBERSI HKAN PARIT SAMPING ( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
M%'%&+-, !&, '+, " " , #&#,;#&#,
1 M% , ,,-, *% *%, #& #&,
"&+ &+ -#*#& #*#&, ,/ /' ' ", *' *' ;* ;*' ' ,
2 M%' %'%& %&+-, -, ' '< <-#*#& #*#&, , 5, 5, '%, '%,5' '*< *< *' *' ;;*' *' , "&+ &+ #&#,;#& ;#&#, #,
B, B, '/ '/-#* -#*#&, #&, *%&%* *%&%* "%,, "%,, '%, '%,,- ,-, , *&*&-
3 M%', M%', &,*, &,*, % % 1 -'
"+'* #!% *%, #&,
4 '% '%,,-, !* ,* 1 !, ; #&, K+* 1.0 &+* &+* /'/*&-
PEKER8A M,"#&
8UMLAH
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
L 061
1.00
6<400.00
6<400.00
1
L 101
36.00
36<000.00
1 1<<2>6<000.00
1
L.0>1
2.00
42<>00.00
=<=00.00
HARI
KODE
1.00
1
36.00 2.00
ORANG
P B& *- *%!*+ E S#+& K E R 8 A P%-%&, : MATERIAL
A!* ,* ( %* ? 3 !* )
8UMLAH
1.20
7OLUME SATUAN U,+*
KODE
M 10
1<43=<200.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
2<=00.00
63<360.00
M A T E R I A L M*%&+! : PERALATAN
D' *&- 3< *#,/44 HP
8UMLAH
HARI
ALAT
KER8A
2.00
1
KODE
E.221
63<360.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
10.00
16<201.64
1<62<016.40
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
00.00
S S*, :
1<62<016.40 3<063<6.40 3<063<6.40
M H& S*,
R.
6<12.1
P%& M
KODE : K%'*, T,, P!
KODE KODE K 512
ANALISA BIAYA PEKERJAAN KONSTRUKSI LAPIS PONDASI BAWAH (LPB) KELAS B
K 20
( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
A&%T "+*%'*-, "+%,, !, #!% !%%&,+& !%%&,+&
1 M% M %,,-, %&!*, %&* 2 A&%* "+*+', "+*+', #!% !%%&,+& !%%&,+& "+ *%'* %-%&, %-%&,
2
M%,'& &%* "%,, &"%&
3 M%,'& ", '%'"*-, !+,;!+, *+ 1 '
3
P%'"*, "%,, '%+, +! %&
4 D++!+ '%'-+ 120 '3 * % *%&&+, "%,, '3 +,"%& *
%*& 10T < "+%&*+ "%,, *&- +&
12 '3 * % *%&&+, "%,, 6 '3 +,"%& T', +,"%& (+& &/,*- '%,++ &#,;&#,) &#,;&#,) 6 P&#"-+ P&#"-+ LPB "* "* 1000 '2/ &+
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
66<000.00
132<000.00
S#+&
1.00
1
L 0>1
1.00
66<000.00
66<000.00
B& *- *%&!*+
4.00
1
L 101
4.00
44<000.00
16<000.00
P E K E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
41<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
P+& U&
.00
M3
M 040
><000.00
><040.00
<22<200.00
M
A!* ,*
0.20
S S% %*
M 10
2 2<=00.00
<000.00
11<000.00
A
B* P% 3 ;
40.00
M3
M023
22 2 22<60.00
346<00.00
13<=60<000.00
T
B* P% P% 2 ; 3
30.00
M3
M024
222<60.00 222<60.00
346<00.00 346<00.00
10<3><000.00 10<3><000.00
E
B* P% 1 ; 2
2.00
M3
M02
23 236<.00
346<00.00
=<662<00.00
R
B* P% 0< ; 1
30.00
M3
M026
2 23 36<.00
346<00.00
10<3><000.00
I A L M*%&+! : PERALA TAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
4=<0<00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M#*#& &"%& 100 HP
1.00
1
E 010
.00
3><=26.>
3<6>><134.=4
M%+, +! %&%*& 10 *#,
1.00
1
E 0=2
.00
22<=06.12
1<364<030.=
T&- *,-+ +& 11 HP
1.00
1
E 1=2
.00
43><>.64
2<1>><=.1>
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
10.00 .
S S *, :
<262<>43.60 6<264<643.60 6<264<643.60
M3 H& S*,
R.
3<0>.62
P%& M3
KODE : K%'*, T,, S%!#&
ANALISA BI AYA PEKERJAA N
KODE KODE K 514
KONTRUKSI LAPIS PONDASI BAWAH ( LPB ) KELAS @
K 22
( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
K&+-+! "+!+ ", "+*+', "+
1 M% M%,,-, !* %&*
%,, !, #!% !%%&,+&
2 K%&+-+! "+*+', %,, !, #!% !%%&,+&
2
M%,'& "% "%,, &"%&
3 D+ D +'& ", "+"*-, +, "+"* *%! "* 10 '
3
P%'"*, "%,, '%+, +! %&
4 H+! -%& '%,'& ", '%,"*-, 100 '2/&+ ( 4 ' 3 ' )
%*& "%,, *,-+ +& ", '%+, +! &#" .
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
4><600.00
>><200.00
S#+&
1.00
1
L 0>1
1.00
42<>00.00
42<>00.00
B& *- *%&!*+
6.00
1
L 101
6.00
36<000.00
216<000.00
P E K E R 8 A P%-%&, : MATERIAL
A!* ,* M
K%&+-+! S,+ *+"- *%&&+,
8UMLAH
7OLUME SATUAN
KODE
414<00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
0.20
S%*
M 10
2<=00.00
10<60.00
144.00
M3
K 012
13<34.60
22<0=<>42.1>
A T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
22<0>6<02.1>
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M#*#& &"%& 100 HP
1.00
1
E 010
.00
1=<6>>.>
2<>3<4>>.=
M%+, +! %&%*& 1 *#,
1.00
1
E 0=2
.00
201<1.6
1<00<=.=0
T&- *,-+ +& 11 HP
1.00
1
E 1=2
.00
246<0=>.6
1<230<44=.3
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
120.00
S S *, :
4<=2><=26.00 2<340<=2=.1> 2<340<=2=.1>
M3 H& S*,
R.
22<=40.23
P%& M3
KODE : K%'*, T,, P!
ANALISA BIAYA PEKERJAAN
KODE KODE K 516
KONTRUKSI LAPIS PONDASI BAWAH ( LPB ) ; TELFORD
K 22
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
M*%&+! "++-, "+!#-+ %-%&,
2
M%,'& +& %*%! '
1 M%,,-, *%, ',+ 30 '2 %& &+ 2 M*%&+!;'*%&+! "+-+&+' -% %-%&, #!% !%%&,+&
3
B* * % % %& %&-&, &, % %& & ( 10 10;1 ;1 ' ' ) "+ +, %&" %&"+&+ +&+
3 B* B* " "+% "+%
4
B* % 5, !%+ -%+! '%,++ &#,
4 *, "& " "+%&+-,
"+*,5 % %+, & &* -% -%'"+, "+"*-, /
"+"*-, '+ *%! 1 '
"++! "%,, '%+, +!
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
3.00
1
L 061
3.00
6 6<400.00
16><200.00
O%&*#&
1.00
1
L 0=1
1.00
4><600.00
4><600.00
60.00
1
L 101
60.00
36<000.00
2 2<<160<000.00
P E B& *- *%&!*+ K E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
2<3=<=00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
B* G,,
0.00
M3
M 010
213<100.00
14<>1<000.00
M
B* % ; '
1=.00
M3
M 022
222<60.00
4< 4<006<0=0.00
A
P+& U&
20.00
M3
M 040
><000.00
1<>00<000.00
T
A!* B,*
3.00
S%*
M 10
2<=00.00
1=<400.00 1=<400.00
E R I A L M*%&+! : PERALATAN
P
M%+, +! 3 &#" = ; 10 *#,
8UMLAH
HARI
ALAT
KER8A
1.00
1
KODE
E 0=0
20<>=1<4=0.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
.00
36=<10.0
2<<1>4.>0
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
=0.00
S*, :
2<<1>4.>0 2<>3<44.>0 2<>3<44.>0
M3 H& S*,
R.
324<21=.44
P%& M3
KODE : K%'*, T,, P!
ANALISA BIAYA PEKERJAAN
KODE KODE K 516.S
KONTRUKSI LAPIS PONDASI BAWAH ( LPB ) ; TELFORD
K 22
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
M*%&+! "++-, "+!#-+ %-%&,
2
M%,'& +& %*%! '
1 M%,,-, *%, ',+ 30 '2 %& &+ 2 M*%&+!;'*%&+! "+-+&+' -% %-%&, #!% !%%&,+&
3
B* * % % %&%&- &, &, % %& & ( 10 10;1 ;1 ' ' ) "+ , %& %&"+ "+&+ &+
3 B* * " " "+% +%
4
B* % 5, !%+ -%+! '%,++ &#,
4 *, "& " "+%&+-,
"+*,5 %+, &* -% -%'"+, "+"*-, /
"+"*-, '+ *%! 1 '
"++! "%,, '%+, +!
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
3.00
1
L 061
3.00
6 6<400.00
16><200.00
O%&*#&
1.00
1
L 0=1
1.00
4><600.00
4><600.00
60.00
1
L 101
60.00
36<000.00
2 2<<160<000.00
P E B& *- *%&!*+ K E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
B* G,,
0.00
M3
M 010
213<100.00
14<>1<000.00
M
B* % ; '
1=.00
M3
M 022
23=<=4.00
4< 4<2>><32.00
A
P+& U&
20.00
M3
M 040
><000.00
1<>00<000.00
T
A!* B,*
3.00
S%*
M 10
2<=00.00
1=<400.00 1=<400.00
32.00
M3
M 012
13<0.00
4<>20<000.00
E
P%,* K%&+-+! * 9 '
2<3=<=00.00
HARGA SATUAN
R I A L M*%&+! : PERALATAN
P
M%+, +! 3 &#" = ; 10 *#,
8UMLAH
HARI
ALAT
KER8A
1.00
1
KODE
E 0=0
26<1>4<2.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
.00
36=<10.0
2<<1>4.>0
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
=0.00
S*, :
2<<1>4.>0 31<10<66.>0 31<10<66.>0
M3 H& S*,
R.
3=><3=4.>
P%& M3
KODE : K%'*, T,, P!
KODE KODE K 520
ANALISA BIAYA PEKERJAAN KONSTRUKSI LAPIS PONDASI ATAS (LPA) KELAS A
K 20
( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
A&%T "+*%'*-, "+%,, !, #!% !%%&,+& !%%&,+&
1 M% M %,,-, %&!*, %&* 2 A&%* "+*+', "+*+', #!% !%%&,+& !%%&,+& "+ *%'* %-%&, %-%&,
2
M%,'& &%* "%,, &"%&
3 M%,'& ", '%'"*-, !+,;!+, *+ 1 '
3
P%'"*, "%,, '%+, +! %&
4 M%,,-, : 12 '3 * % '%+, "%,, +,"%& 20 '3
%*& 10T < "+%&*+ "%,, *&- +&
D+'& ", "+"*-, 1000 '2 %& &+
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
66<000.00
132<000.00
B& *- *%&!*+
4.00
1
L 101
4.00
44<000.00
16<000.00
S#+&
1.00
1
L 0>1
1.00
66<000.00
66<000.00
P E K E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
41<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
B* % 3; '
30.00
M3
M 023
346<00.00
10<3><000.00
M
B* % 2;3 '
30.00
M3
M 024
346<00.00
10<3><000.00
A
B* % 1;2 '
3.00
M3
M 02
346<00.00
12<12<00.00
T
B* % 0<;1 '
30.00
M3
M 026
346<00.00 346<00.00
10<3><000.00 10<3><000.00
E
P+& &
20.00
M3
M 040
><040.00
1<>00<=00.00
R
A!* ,*
0.20
%*
M 10
<000.00
11<000.00
I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
4<224<300.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
T& T&- *,-+ +& 6= HP
1.00
1
E 1=2
.00
43><>.64 43><>.64
2<1>><=.1> 2<1>><=.1>
M#*#& G&"%& 110 HP
1.00
1
E 010
.00
3><=26.>
3<6>><134.=4
M%+, +! %&%*& 10 *#,
1.00
1
E 0=2
.00
22<=06.12
1<364<030.=
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
120.00 .
S S *, :
<262<>43.60 2<>3=<243.60 2<>3=<243.60
M3 H& S*,
R.
441<12.03
P%& M3
KODE : K%'*, T,, S%!#&
KODE KODE K 528
ANALISA BIAYA BIAYA PEKERJAAN MENGHAMPAR LAPIS PONDASI ATAS ASPAL BETON (ATB) ( LASTON ATAS ) ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
K 20
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
P%&'-, !, "+%&+-, ", -%&+,
1 M%,,-, %&!*, %&*
2
S+& S+&' ' !! %, %,++-* " " %& %&''-, , ! !, 0< 0< !/'2 !/'2
2 ATB "+ "+' '& & ", ", "+ "+" "**-, , -%*% %*%! !, , 10 '
3
ATB "+'& "%,, ! ,+%&
3 S S %+-+ BM ,#. 03/PT/B/1>=3
4
T%'%&*& %'%&*& ATB ATB =0 "%&* "%&* @ ", *+"*+"- -&, -&, "&+ "&+ 60 "%&* @
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 0 61
1.00
<000.00
<000.00
O%&*#& *%&!*+
4.00
1
L 0=1
4.00
66<000.00
264<000.00
12.00
1
L 101
12.00
44<000.00
2=<000.00
=.00
1
L 1 06
=.00
4><00.00
3>6<000.00
P E B& *- *%&!*+ K B& *%&!*+ E R 8 A P%-%&, : MATERIAL
8UMLAH
A! M
M+,5- B-&
A
A!* ,*
T
@'&, L*#, A*
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
13.00
- -
M 0 61
13<200.00
1<=2<000.00
>0.00
!*
M 0 6
<10.00
643<00.00
S%*
M 10
<000.00
2<00.00
*#,,%
K 026
1<4<=>.4=
14<=<>4.>2
0.0 100.00
1<26<000.00
HARGA SATUAN
E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
1<031<>4.>2
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! *,"%' 6;10 *#,
1.00
1
E 0=1
.00
3>2<=>.04
1<>64<4.21
M%+, +! &#" -&%* =;1 *#,
1.00
1
E 0 =4
.00
2<426.40
2<62<132.01
M%+, %,5%'&#* ! 1000 L
1.00
1
E 1 3
3.00
413<46.
1<240<640.31
M%+, %,'& 1<=2 '
1.00
1
E 1
.00
413<>=1.=0
2<06><>0>.00
@#'&%#& 210 M3/'
1.00
1
E 301
4.00
>1<=4.23
36<3==.>1
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
4.00 .
S*, :
=<404<4.44 1=6<01<4>3.3
M3 H& S*,
R.
4<14=<>22.0
P%& M3
KODE : K%'*, T,, P!
KODE KODE K 528.a
ANALISA BIAY BIAYA PEKERJA AN MENGHAMPAR LAPIS PONDASI ATAS ASPAL BETON (ATBL) ( LASTON ATAS ) ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
K 20
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
P%&'-, !, "+%&+-, ", -%&+,
1 M%,,-, %&!*, %&*
2
S+& S+&' ' !! %, %,++-* " " %& %&''-, , !, !, 0< 0< !/'2 /'2
2 ATB "+ "+' '& & ", ", "+ "+" "**-, , -%*% %*%! !, , 10 '
3
ATB "+'& "%,, ! ,+%&
3 S%+-+ BM ,#. 03/PT/B/1>=3
4
T%'%&*& %'%&*& ATB ATB =0 "%& "%&** @ ", *+"*+"- -&, -&, "&+ 60 60 "%&* @
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R . )
( R. )
M,"#&
1.00
1
L 06 1
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
4.00
1
L 0= 1
4.00
4><600.00
1>=<400.00
12.00
1
L 10 1
12.00
36<000.00
432<000.00
=.00
1
L 10 6
=.00
3=<400.00
30<200.00
P E B& *- *%&!*+ K B& *%&!*+ E R 8 A P%-%&, : MATERIAL
8UMLAH
A! M
M+,5- B-&
A
A!* ,*
T
@'&, L*#, A*
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R . )
( R. )
13.00
-
M 0 61
6<=00.00
>1 >1=<000.00
>0.00
!*
M 0 6
3<600.00
324<000.00
S%*
M 1 0
2<=00.00
26<400.00
*#,,%
K 026
1<4<=>.4=
14<=<>4.>2
0.0 100.00
>>4<000.00
HARGA SATUAN
E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
1<=4<34.>2
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R . )
( R. )
M%+, +! *,"%' 6;10 *#,
1.00
1
E 0= 1
.00
303<6.31
1<1=<2=6.
M%+, +! &#" -&%* =;1 *#,
1.00
1
E 0= 4
.00
3<0>.=2
1<=<4>.10
M%+, %,5%'&#* ! 1000 L
1.00
1
E 1 3
3.00
366<=.61
1<0>><6.=3
M%+, %,'& 1<=2 '
1.00
1
E 1
.00
336<20.0>
1<6=1<03.4
@#'&%#& 210 M3/'
1.00
1
E 301
4.00
6<3.4=
226<>4>.>2
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
101.2 .
S S * , :
6<401<0.= 1=3<242<=.
T#, H& S*,
R.
1<=0><=0.>=
P%& T#,
KODE : K%'*, T,, P!
KODE KODE K 636
ANALISA BIAYA BIAYA PEKERJAA N PENGHAMPARAN DAN PEMADATAN LATASTON
K 20
( LATASTON ) ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
P%,+&+', '*%&+! '+ -% +, F+,+%&
1 M%,,-, %&!*, %&* 100 '2/&+
2
M*%&+! "+'& "%,, '%+, F+,+%&< "+"*-,
2 A*#, '&, , "+-+&+' #!% !%%&,+& -%*%'* %-%&,
"%, "%,, , '%+ '%+, , +! +! &#" #" ", ", &#" #" -& -&%* %* ,% ,%' '*+ *+
3 B8 A A*# *#, , " "* * 2<2 2<2 *#,/ *#,/'3 '3 4 S%+-+ BM N#. N#. 12/PT/B/1>=3 12/PT/B/1>=3 R*;&* R*;&* *%! *%! !+, !+, 3 '
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
4.00
1
L 0=1
4.00
4><600.00
1>=<400.00
12.00
1
L 101
12.00
36<000.00
432<000.00
=.00
1
L 106
=.00
3=<400.00
30<200.00
P E B& *- *%&!*+ K B& *%&!*+ E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
A!
40.00
-
M 061
6<=00.00
3<060<000.00
M
M+,5- B-&
300.00
!*
M 06
3<600.00
1<0=0<000.00
A
A!* ,*
S%*
M 10
2<=00.00
26<400.00
T
@'&, L**#,
*#,,%
K 03
1<12<>6.> 1<12<>6.>
11<2><6>.06 11<2><6>.06
0.0 100.00
>>4<000.00
HARGA SATUAN
E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
121<462<0>.06
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! *,"%' 6;10 *#,
1.00
1
E 0=1
.00
303<6.31
1<1=<2=6.
M%+, +! &#" -&%* =;1 *#,
1.00
1
E 0=4
.00
3<0>.=2
1<=<4>.10
M%+, %,5%'&#* ! 1000 L
1.00
1
E 13
.00
366<=.61
1<=32<>2=.0
M%+, %,'& 1<=2 '
1.00
1
E 1
.00
336<20.0>
1<6=1<03.4
@#'&%#& @#'&%#& 210 M3/'
1.00
1
E 301
4.00
6<3.4=
226<>4>.>2 226<>4>.>2
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
1<00.00 .
S*, :
<134<6>.0 12><>0<4.13 12><>0<4.13
M2 H& S*,
R.
=6<3>3.=
P%& M2
KODE : K%'*, T,, P!
KODE KODE K 638
ANALISA BIAYA BIAYA PEKERJAA N PENGHAMPARAN LAPIS TIPIS ASPAL PASIR
K 20
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
M%'%&+-, ! !'
2
M%!++ "%,, *- #*
1 M% M%'-+ *%, #&, ( 1600 '2/&+ ) 2 @ @ '&, "+-+&+' -%*%'* %-%&, #!% !%%&,+&
3
T &-, &-, +& ! "%, %,, , *, ,, +! +! ", ", "* "*-,
3 B8 "* "* 1<> */'3 */'3 4 T- #* 0<6 !/'2 !/'2
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
4><600.00
>><200.00
S#+&
1.00
1
L 0>1
1.00
42<>00.00
42 42<>00.00
B& *%&!*+
=.00
1
L 106
=.00
3=<400.00
30<200.00
10.00
1
L 101
10.00
36<000.00
360<000.00
P E K E B& *- *%&!*+ R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
=6<00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
A!
4=0.00
-
M 061
6<=00.00
3<264<000.00
M
M+,5- B-&
4=0.00
!*
M 06
3<600.00
1<2=<000.00
A
A!* ,*
4.00
S%*
M 10
2<=00.00
211<200.00
T
@'&, L*+&
60.00
T#,
K 020
=14<04.2= =14<04.2=
4=<=42<16.4 4=<=42<16.4
E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
4<04<>16.4
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! *,"%' 6;10 *#,
1.00
1
E 0=1
.00
303<6.31
1<1=<2=6.
M%+, +! &#" -&%* =;1 *#,
1.00
1
E 0=4
.00
3<0>.=2
1<=<4>.10
M%+, %,5%'&#* ! 1000 L
1.00
1
E 13
.00
366<=.61
1<=32<>2=.0
M%+, %,'& 1<=2 '
1.00
1
E 1
.00
336<20.0>
1<6=1<03.4
@#'&%#& @#'&%#& 210 M3/'
1.00
1
E 301
4.00
6<3.4=
226<>4>.>2 226<>4>.>2
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
1<600.00 .
S*, :
<134<6>.0 62<046<2>.=1 62<046<2>.=1
M2 H& S*,
R.
3=<=.>3
P%& M2
KODE : K%'*, T,, P!
KODE KODE K 020
ANALISA BIAYA BIAYA PEKERJAAN MEMPRODUKSI @AMPURAN LATASIR
K 20
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
S%' ' '*%&+! "+-+&+' #!% !+%& -% -% AMP
1 LATASIR "++!-, "&+ AMP &#"-+ 10 100 *#,/&+
2
W%%! !#"%& '%, +, %!! %,
2 A! "+,-, & *%&%"+ " -*,5
3
P&#"-+ '%+, 100 */&+
3 H H +! &#"-+ *%&'- %,,-*, '+ 10 -' "&+ AMP
4
A A!! & &#"#"-+ + "+, "+,-* * "%, "%,, , "' "' *& *&- -% -% !#!#- ++
4 H+ H+!! "+' "+' ** "! "!' ' "' "' *& *&- - -. .** ", ", "+-+ "+-+&+ &+' ' -%* -%*%' %' ** %%-%& %& , ,
%,'&,
R*;&* '& !* ,*< %!,/#&, %& %* 6 S%+ %+-+ %+-+ BM. N#. N#. 12/PT/B/1>=3 12/PT/B/1>=3
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
M%-,+-
1.00
1
L 01
1.00
4><600.00
4><600.00
O%&*#& *%&!*+
2.00
1
L 0=1
2.00
4><600.00
>><200.00
S#+&
4.00
1
L 0>1
4.00
44<000.00
16<000.00
B& *%&!*+
4.00
1
L 106
4.00
3=<400.00
13<600.00
B& *- *%&!*+
.00
1
L 101
.00
4><00.00
24<00.00
P E K E R 8 A P%-%&, : MATERIAL
8UMLAH
P+& 5- ,*- %*#, M
A A!
A
A!* ,* ( %* ? 3 !* )
7OLUME SATUAN
KODE
=2<300.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
4.00
'3
M 041
10<110.00
4<=1><>0.00
><000.00
-
M 061
6<=00.00
61<200<000.00
1.00
S%*
M 10
2<=00.00
2<=00.00
T E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
66<02<0.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
W%%! !#"%& =0 HP
1.00
1
E 02
.00
3=3<13.=
1<>1<=6=.>0
M%+, %,'& !
1.00
1
E 16
.00
=24<=.0=
4< 4 <123<>2.40
D' *&- ( T ) ; 6= HP
4.00
1
E 212
24.00
34<0.1
=<0><6=3.60
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
100.00 .
S S *, :
14<4><4.>0 =1<404<2.>0 =1<404<2.>0
*#, H& S*,
R.
=14<04.2=
P%& T#,
KODE : K%'*, T,, P!
KODE KODE K 641
ANALISA BIAYA BIAYA PEKERJAAN MENGHAMPAR LAPIS PERMUKAAN ASPAL BETON
K 20
( LASTON ) ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
P%,++, '*%&+! '+ +, "&+ ,+%&
2
M*%&+! M*%&+! "+' "+'&-, &-, "%,, "%,, ,+%& ,+%& ", "+"*"+"*-, , "%,, "%,, 2 H#*'+ H#*'+ "+-+&+' "+-+&+' !%%&,+ !%%&,+&& '+ '+ -% -% ,+%& ,+%&
3
S %'"*, %'"*, ! '+,. 110 "%&*< "%&*< %'"*, %'"*, -+&
4 P&#"P&#"-+ + >00 '2 "*
60 "%&*
D+%'&#* *- #* 0<4 !/'2
'%+, +! &#" ", &#" , ,%'*+
1 M%,,-, %&!*, 3 B8. P"* 2<2 */'3 *%! "* '
6 S%+ %+-+ %+-+ BM. N#. N#. 13/PT/B/1>=3 13/PT/B/1>=3
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
O%&*#& *%&!*+
4.00
1
L 0=1
4.00
66<000.00
264<000.00
12.00
1
L 101
12.00
44<000.00
2=<000.00
=.00
1
L 106
=.00
4><00.00
3>6<000.00
P E B& *- *%&!*+ K B& *%&!*+ E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
1<26<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
A!
30.00
- -
M 061
13<200.00
4<620<000.00
M
M+,5- -&
300.00
!*
M 06
<10.00
2<14<000.00
A
A!* ,*
0.=0
S%*
M 10
<000.00
44<000.00
T
@'&, L*#,
100.00
*#,
K 040
1<6<632.3> 1<6<632.3>
16<63<23=.1 16<63<23=.1
E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
1=3<2<23=.1
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! *,"%' 6;10 *#,
1.00
1
E 0=1
.00
3>2<=>.04
1<>64<4.21
M%+, +! &#" -&%* =;1 *#,
1.00
1
E 0=4
.00
2<426.40
2<62<132.01
M%+, %,5%'&#* ! 1000 L
1.00
1
E 13
3.00
413<46.
1<240<640.31
M%+, %,'& 1<=2 '
1.00
1
E 1
.00
413<>=1.=0
2<06><>0>.00
@#'&%#& @#'&%#& 210 M3/'
1.00
1
E 301
4.00
>1<=4.23
36<3==.>1 36<3==.>1
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
4.00
S*, :
=<404<4.44 1>3<241<=4.14 1>3<241<=4.14
'3 H& S*,
R.
4<2>4<261.=
P%& '3
KODE : K%'*, T,, P!
KODE KODE K 641.a
ANALISA BIAYA BIAYA PEKERJA AN MENGHAMPAR LAPIS PERMUKAAN ASPAL BETON
K 20
( LASTON ) ( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
P%,++, '*%&+! '+ +, "&+ ,+%&
2
M*%&+! M*%&+! "+' "+'&-, &-, "%,, "%,, ,+ ,+%& %& ", "+"*- "+"*-, , "%,, "%,, 2 H#*'+ H#*'+ "+-+&+' "+-+&+' !%%&,+ !%%&,+&& '+ '+ -% ,+%& ,+%&
3
S %'"*, %'"*, ! '+,. 110 "%&*< "%&*< %'"*, %'"*, -+&
4 P&#"P&#"-+ + 1<12 1<12 '2 "*
60 "%&*
D+%'&#* *- #* 0<4 !/'2
'%+, +! &#" ", &#" , ,%'*+
1 M%,,-, %&!*, 3 B8. P"* 2<2 */'3 *%! "* 4 '
6 S%+ %+-+ %+-+ BM. N#. N#. 13/PT/B/1>=3
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
4.00
1
L 0=1
4.00
4><600.00
1>=<400.00
12.00
1
L 101
12.00
36<000.00
432<000.00
=.00
1
L 106
=.00
3=<400.00
30<200.00
P E B& *- *%&!*+ K B& *%&!*+ E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
>>4<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
A!
30.00
-
M 061
6<=00.00
2<3=0<000.00
M
M+,5- -&
300.00
!*
M 06
3<600.00
1<0=0<000.00
A
A!* ,*
0.=0
S%*
M 10
2<=00.00
42<240.00
T
@'&, L*#,
100.00
*#,
K 040
1<6<632.3> 1<6<632.3>
16<63<23=.1 16<63<23=.1
E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
1=0<26<4=.1
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! *,"%' 6;10 *#,
1.00
1
E 0=1
.00
303<6.31
1<1=<2=6.
M%+, +! &#" -&%* =;1 *#,
1.00
1
E 0=4
.00
3<0>.=2
1<=<4>.10
M%+, %,5%'&#* ! 1000 L
1.00
1
E 13
3.00
366<=.61
1<0>><6.=3
M%+, %,'& 1<=2 '
1.00
1
E 1
.00
336<20.0>
1<6=1<03.4
@#'&%#& @#'&%#& 210 M3/'
1.00
1
E 301
4.00
6<3.4=
226<>4>.>2 226<>4>.>2
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
1<12.00
S*, :
6<401<0.= 1=<660<>=6.6 1=<660<>=6.6
'2 H& S*,
R.
166<=0>.
P%& '2
KODE : K%'*, T,, P!
KODE KODE K 710
ANALISA BIAYA BIAYA PEKERJA AN PERAN@AH (BEKISTING) UNTUK BETON BERTULANG
K 20
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
P%,", , #!% !%%&,+&
2
T-, , -5 -5 '%' '%'# #*#, *#, ", ", '%' '%' * , ,/ /%& %&, ,
1 K%!#'#- *-, -5 '%', 100 '2 "!' &+ -%& 2 1/3 '*% '*%&+ &+! ! "* * "+ "+-+ -%' %'!!+
3
T-, -, -5 -5 '%' '%'#, #,-& & , ,/ /%& %&, , "+% "+%* * ++ #!% #!%
3 P%, %," ", , , , #!% #!% !%% !%%& &, ,+& +&
"+&%-+
4 ,*- 1 '3 %*#, "+,-, 40 !& !5##" ( 120 '240 ' 1< ' ) T-, -5 '%'#,-& '%'#,-& %&,
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
L 061
.00
<000.00
3=<000.00
T-, T-,
4.00
L 0>
20.00
60<00.00 60<00.00
1<210<000.00 1<210<000.00
B& *- *%&!*+
.00
L 101
3.00
44<000.00
1< 1<40<000.00
B& %'+ *%&!*+
3.00
L 103
1.00
46<0.00
01<20.00
P E K E R 8 A P%-%&, : MATERIAL
8UMLAH
P- +
7OLUME SATUAN
KODE
3<=36<20.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
20.00
-
M 166
1<>0.00
31><000.00
M
K5 B%-+*+,
3.00
'3
M 1=0
=2<000.00
2< 2<4<000.00
A
A!* ,*
3.00
S%*
M 10
<000.00
16<000.00
T E R I A L M*%&+! : PERALATAN
8UMLAH
HARI
ALAT
KER8A
KODE
2<>><000.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
100.00 .
S S *, :
6<><20.00 6<><20.00
'2 H& S*,
R.
6<>2.0
P%& '2
KODE : K%'*, T,, P!
ANALISA BIAYA PEKERJAAN PENULANGAN BETON (MEMOTONG
KODE KODE K 715
K 20
( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
P%'#* %'#*#, #, , , ", ", %' %'%, %,-##-, , ", ", %& %&-+* +*, , *! *!, , , ,
1 200 200 - *! *!, ,, , " "++ "++ "++ -, "! "!' ' 1 & &++
"+!--, "+*%' * % -% -%&, %&' ; ;'
2 B%+ ,*- *! , , , "+-+&+' -%*% ' ' * % -% -%&, #!% !% % %& , ,+&
%&+, %-%&, %*#,
3 B B *,;*, *!,, "+%,-#- "+*%'* %-%&, 4 P%,5,, P%,5,, *!,, "++*, "++*, 10 ", %'-+, -* "++*, "++*, 1
8UMLAH
PEKER8A
ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
T-, T-,
1.00
1
L 0>
1.00
60<00.00
60<00.00
B& *- *%&!*+
2.00
1
L 101
2.00
44<000.00
==<000.00
B& %'+ *%&!*+
2.00
1
L 103
2.00
46<0.00
>3<00.00
P E K E R 8 A P%-%&, : MATERIAL
8UMLAH
B%+ %*#, C -* %*#, M
A! A !* B,*
7OLUME SATUAN
KODE
31><000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
220.00
-
M 16
1<400.00
3<3==<000.00
0.20
S%*
M 10
<000.00
11<000.00
A T E R I A L M*%&+! : PERALATAN
8UMLAH
HARI
ALAT
KER8A
KODE
3<3>><000.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
200.00 .
S S *, :
3<1=<000.00 3<1=<000.00
- H& S*,
R.
1=<>0.00
P%& -
KODE : K%'*, T,, P!
KODE KODE K 618
ANALISA BIAYA BIAYA PEKERJAAN PEKERJA AN LAPIS PENETRASI MAKADAM @M ( LAPEN ) ( MENGGUNAKAN BURUH ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
K 61=
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
S%'&#*-, ! *- #* 0<= I/M2
1 M% M %,,-, *%, &
2
H'&-, &%* #-#- 3; '< 26 '2/ '3 '3
2 H& '*%&+ ! ( & &% * #-#-< &%* % , ,,+< &%* %,*< !) !)
3
H'&-, !+* 2 ; 3< 6 '2/'3 ", "*-,
", "*-,
"! & "+!#-+ %3 7#!'% ! +& ,*- * *- #* / & &+'% # #* 0<= L*/'2
4
S%'&#*-, ! (2< -/'2)
4 T% T%! !+, %,%*&+ &*;&* '
H' H'& &-, & &%* %* %, %,, ,+ + !+ !+** 1 ; 2< 104 104 '2/' '2/'3 3
A& A&%* %* "+-+ "+-+&+ &+' ' ' '+ + *%' *%'* * %%-%& %&, , #!% #!% !%% !%%& &, ,+& +&
6
S%'& S%'&#*#*-, , ! ! ( 1< 1< ; 1 J 16 16 '2/' '2/'3 3
T& * &*;&* &*;&* 400 '2/'3 ", +!
", "*-,
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
2.00
3
L 061
6.00
<000.00
462<000.00
O%&*#& *%&!*+
2.00
3
L 0=1
6.00
66<000.00
3>6<000.00
S#+&
1.00
3
L 0>1
3.00
66<000.00
1>=<000.00
66.00
3
L 101
1>=.00
44<000.00
=<12<000.00
2.00
3
L 106
6.00
4><00.00
2><000.00
P E K B& *- *%&!*+ E B& *%&!*+ R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
B* % 3 ; '
.00
S%*
M 023
346<00.00
1><0<00.00
M
B* % 2 ; 3 '
2.00
M3
M 024
346<00.00
=<662<00.00
A
B* % 1 ; 2 '
13.0
M3
M 02
346<00.00
4<6<0.00
T
B* % 0< ; 1 '
>.00
M3
M 026
346<00.00 346<00.00
3<11=<00.00 3<11=<00.00
E
A %*#,
3.0
M3
M 0=1
346<00.00
1<212<0.00
R
A!
6<20.00
K
M 061
13<200.00
==<04<000.00
I
M+,5- -&
40.00
L*
M 06
<10.00
3<21<00.00
A
A!* ,*
S%*
M 10
2<=00.00
42<6=0.00
=.10
10<06<000.00
HARGA SATUAN
L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
12><0=<1=0.00
8AM
HA R G A
BIAYA
SUB TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M%+, +! 3 &#" = ; 10 T
1.00
3
E 0=0
1.00
36=<10.0
<22<60.0
S&5%& ! 200 L*
1.00
3
E 14
1.00
0<642.=
><63=.0
D' *&- ( 3< T ) / 44 HP
1.00
3
E 221
1.00
16<201.64
2<343<024.60
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
1<400.00
S*, :
=<62<223.=0 14<6=<403.=0 14<6=<403.=0
M2 H& S*,
R.
10<4=.=6
P%& M2
KODE : K%'*, T,, S%!#&
KODE KODE K 720
ANALISA BIAYA BIAYA PEKERJA AN BETON NON STRUKTUR / RABAT
K 61=
KLAS K. 12 PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
M*%&+! "+-+&+' #!% L%%&,+&
1 B,;, "+-+&+' -%*%'* %-%&, #!% !%%&,+&
2
P%,'&, %*#, "+*%'* %-%&,
2 D+-+ &%* % ", *%&&+, 3 H+! -%& -%& 6<0 '3/&+ ; 6 8' ( > '&, %&' %&' ) 4 @'&, 1 J3 : -& ( * 1= ) D!' 1 '2 %*#, "+*-, "+*-, 6<2 $- ( 40 -/$-/$- ) P ( 20 -/'3 ) 6 S%*+ %,'&, %,'&, '%'%&!-, 30 - %'%, "+*-, "+*-, ,*- ! #,"+ #,"+ %*#,
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
T-, T-,
1.00
1
L.0>
1.00
60<00.00
60<00.00
12.00
1
L 101
12.00
44<000.00
2=<000.00
2.00
1
L 106
2.00
4><00.00
>><000.00
P E B& *- *%&!*+ K B& *%&!*+ E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
A!* B,*
0.60
S%*
M.10
<000.00
33<000.00
M
K5 B%-+*+,
0.20
M3
M.1=0
=2<000.00
16<000.00
A
K%&+-+! % *%&&+,
.00
M3
M.012
13<=0.00
6=<>00.00
T
P+& %*#, %*#,
3.00
M3
M.041
13<00.00 13<00.00
412<00.00 412<00.00
40 -
M.0=0
=4<4=0.00
3<16=<000.00
E
S%'%,
3.0
64<00.00
HARGA SATUAN
R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
4<4<400.00
8AM
HA R G A
BIAYA
SUB TOTAL
KER8A
(R. / ' )
( R. )
( R. )
A!* P%,%*& %*#, 4 HP
1.00
1
E.0=>
.00
4><10.0
24<0.2
@#,&%*% M+%& 12 L/6 HP
1.00
1
E.22
.00
>><=2.26
4>><361.2=
P#' A+& ( "+. ' ) 30 '3/'
1.00
1
E.341
.00
3=<=30.3
1>4<12.64
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
6.00
S*, :
>41<064.1> 6<22<>64.1> 6<22<>64.1>
M3 H& S*,
R.
1<042<160.0
P%& M3
KODE : K%'*, T,, P!
KODE KODE K 725
ANALISA BI AYA PEKERJAA N BETON STRUKTUR / UNTUK KONSTRUKSI
K 61=
KLAS K. 1 ( KLAS A ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
M*%&+! "+-+&+' #!% L%%&,+&
1 B,;, "+-+&+' -%*%'* %-%&, #!% !%%&,+&
2
P%,'&, %*#, "+*%'* %-%&,
2 D+-+ &%* % ", *%&&+,
3
, B%-+*+,
3 H H+! -%& 6<0 '3/&+ ; 6 8' ( > '&, %&' )
4
A""-, %*#, %*#, "+* "+*, , "+ "+ *%' *%' * 5, , "+ "+-%%, %%," "-+ -+ ",
4 @' @' &, &, %* %*# #, 1:2 1:2:3 :3 ( * * 1: )
"+%*& 5 "*
D D !' 1 '3 %*#, "+*-, = ( 40-/$- ) * 320 - /'3 6 P%&, !,, "+, "+ *%'* T+"- *%&'- %-%&, %'%+,
PEKER8A M,"#&
8UMLAH
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
L 061
1.00
6<400.00
6<400.00
1
L 101
12.00
36<000.00
432<000.00
1
L 103
2.00
3<200.00
4<400.00
HARI
KODE
1.00
1
12.00 2.00
ORANG
P B& *- *%&!*+ E B& %'+ *%&!*+ K E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
62<=00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
A!* B,*
0.60
S%*
M.10
2<=00.00
31<6=0.00
M
B* P% 1;2 '
4.60
M3
M.02
236<.00
1<0=><16.00
A
P+& %*#,
3.00
M3
M.041
10<110.00
321<330.00
T
S%'%,
4=.00
40 -
M.0=0
2<=00.00 2<=00.00
2<34<400.00 2<34<400.00
E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
3<>6<.00
8AM
HA R G A
BIAYA
SUB TOTAL
KER8A
(R. / ' )
( R. )
( R. )
A!* P%,%*& %*#, 4 HP
1.00
1
E.0=>
.00
3><6.14
1>=<2=.0
@#,&%*% M+%& 12 L/6 HP
1.00
1
E.22
.00
<412.>6
3=<064.=0
P#' A+& ( "+. ' ) 30 '3/'
1.00
1
E.341
.00
24<>6.4=
122<>=2.40
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
6.00
S*, :
0=<332.>0 <24<0.>0 <24<0.>0
M3 H& S*,
R.
=4<61.>=
P%& M3
KODE : K%'*, T,, P!
KODE KODE K 728
ANALISA BI AYA PEKERJAA N BETON STRUKTUR / UNTUK KONSTRUKSI
K 61=
KLAS K. 22 ( KLAS A ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
M*%&+! "+-+&+' #!% L%%&,+&
1 B,;, "+-+&+' -%*%'* %-%&, #!% !%%&,+&
2
P%,'&, %*#, "+*%'* %-%&,
2 D+-+ &%* % ", *%&&+,
3
B% *# *#, ", *! , ,, %+ %*5#, " *%& , ,
3 H+! -%& = '3/ &+ &+ ; 6 8' ( 12 '&, % & &' )
4
A""-, %*#, %*#, "+* "+*, , "+ "+ *%' *%' * 5, , "+ "+-%%, %%," "-+ -+ ", ",
4 @' @' &, &, %* %*#, #, 1:2:3 :2:3 ( * * 1: )
"+%*& 5 "*
D D !' 1 '3 %*#, "+*-, ><2 ( 40-/$- ) * 3=> - /'3 6 P%&, !,, "+, "+ *%'* T+"- *%&'- %-%&, %'%+,
PEKER8A M,"#&
8UMLAH
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
L 061
1.00
<000.00
<000.00
1
L 101
20.00
44<000.00
==0<000.00
1
L 106
4.00
4><00.00
1>=<000.00
HARI
KODE
1.00
1
20.00 4.00
ORANG
P B& *- *%&!*+ E B& *%&!*+ K E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
1<1<000.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
A!* B,*
1.00
S%*
M.10
<000.00
<000.00
M
B* P% 1;2 '
.2>
M3
M.02
346<00.00
1<=32<>=.00
A
P+& %*#,
3.3
M3
M.041
13<00.00
4=<3.00
T
S%'%,
.=0
40 -
M.0=0
=4<4=0.00 =4<4=0.00
6<2<44.00 6<2<44.00
E R I A L M*%&+! : PERALATAN
P
8UMLAH
HARI
ALAT
KER8A
KODE
=<>4<>04.00
8AM
HA R G A
BIAYA
SUB TOTAL
KER8A
(R. / ' )
( R. )
( R. )
A!* P%,%*& %*#, 4 HP
1.00
1
E.0=>
.00
4><10.0
24<0.2
@#,&%*% M+%& 12 L/6 HP
1.00
1
E.22
.00
>><=2.26
4>><361.2=
P#' A+& ( "+. ' ) 30 '3/'
1.00
1
E.341
.00
3=<=30.3
1>4<12.64
E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
=.00
S*, :
>41<064.1> 11<041<>6=.1> 11<041<>6=.1>
M3 H& S*,
R.
1<3=0<246.02
P%& M3
KODE : K%'*, T,, P!
PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
M*%&+! "++-, "+!#-+ #!% !%%&,+&
2
P%-% P%-%& & '%' '%' * * % % -%*%' -%*%'* * **-, , * * %%-%& %&
3
T-, -, * * '%' '%' , , * * % % "%, "%,, " "-, +& %'%,
PEKER8A
KODE KODE ANALISA BIAYA PEKERJAAN K 810 KONTRUKSI PASANGAN BATU K =10 ( MENGGUNAKAN BURUH ) KABUPATEN BULUNGAN (04) DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO ANGGAPAN / ASUMSI : 1 D+!--, ,*- %-%&, #&#,;#&#,< %'*, < "+,"+, %,, *, ", *&-* *&-*& & !+, !+,,5 ,5 5, 5, '%, '%,, ,-, -, -#,*& -#,*&- -++ , ,, , * * 2 M*% M*%&+ &+! !;' ;'* *%& %&++! "+"+-++&+' &+' -%* -%*%' %' * %%-%& %& , , #!% #!% !% !%%&%, %&%, +& 3 T+"- *%&'- !+,/*+',, 4 B+, M10 (A!* (A!* ,*) "+%&#!%-, "+%&#!%-, -+ -+ '
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
<000.00
<000.00
T-, T-,
4.00
1
L 0>
4.00
60<00.00
242<000.00 242<000.00
12.00
1
L 101
12.00
44<000.00
2=<000.00
P E B& *- *%&!*+ K E R 8 A P%-%&, : MATERIAL
8UMLAH
7OLUME SATUAN
KODE
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
B* ,,
.0
M3
M 010
213<00.00
1<11<==.00
M
P+& 5- ,*- %*#,
1.20
M3
M 041
13<00.00
16<000.00
A
S%'%,
40 K
M 0=0
=4<4=0.00
1< 1<60<120.00
T
A!* ,*
S%*
M 10
<000.00
3=<00.00
1>.00 0.0
=4<000.00
HARGA SATUAN
E R I A L M*%&+! : PERALATAN
P#' +& ( D+. ' ) 30 '3/'
8UMLAH
HARI
ALAT
KER8A
1.00
1
KODE
E 341
2<>=0<0.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
2.00
24<>6.4=
4><1>2.>6
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
.00
S*, :
4><1>2.>6 3<=6<6>.>6 3<=6<6>.>6
M3 H& S*,
R.
<33>.>
P%& M3
KODE : K%'*, T,, S%!#&
ANALISA BIAYA BIAYA PEKERJA AN
KODE KODE K 860
PERATAAN KEMBALI 8ALAN KERIKIL
K =10
( MENGGUNAKAN ALAT ) PROPINSI : KALIMANTAN TIMUR (64) URAIAN : 1
G&" G&"%& %& '%' '%' * * !+, !+,* * , , %'# %'#*# *#, ,, ,/' /'%' %'% %,* ,*- " ", , !, ", &*-,
2
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI : 1 M%, M%, , ,-, ! !** %& %&** 2 M,"#& '%!--, '%!--, %,, %,, %-%&, %-%&, !+, "%,, +-
D++! "%,, '%+, %'"* %&%*&
PEKER8A
3 H+! -%& 1< -'/&+
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
1.00
1
L 061
1.00
6<400.00
6<400.00
O%&*#& *%&!*+
1.00
1
L0=1
1.00
4> 4><600.00
4><600.00
S#+&
1.00
1
L 0>1
1.00
42<>00.00
42 42<>00.00
B& *- *%&!*+
2.00
1
L 101
2.00
36<000.00
2<000.00
P E K E R 8 A P%-%&, : MATERIAL
M
A! A!* ,*
8UMLAH
1.00
7OLUME SATUAN
S%*
KODE
M 10
220<>00.00
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
<000.00
<000.00
A T E R I A L M*%&+! : PERALATAN
8UMLAH
HARI
ALAT
KER8A
KODE
<000.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
M#*#& G&"%& 110 HP
1.00
1
E 010
.00
1=<6>>.>
2<>3<4>>.=
T&- *,-+ A+& 6= HP
1.00
1
E 1=2
.00
246<0=>.6
1<230<44=.3
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
2.00
S*, :
3<=23<>4=.20 4<0>><=4=.20 4<0>><=4=.20
K' H& S*,
R.
2<04><>24.10
P%& K'
KODE : K%'*, T,, P!
KODE A 001 ANALISA BIAYA BIAYA PEKERJAAN PENGADAAN TIANG KAYU ULIN 20/20 PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
KABUPATEN BULUNGAN (04)
DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO
ANGGAPAN / ASUMSI :
1
M%!,+-, % *+, 5, %&
1 M% M %,,-, *%, ',+
2
U,*- *+, -%!< 5< +!& %'*,
2 U,*- *+, %'*, 5, %",< "+, +5,5 9 2/3 ,5
D+'%*%& *+, 0.30 '< ,, 9 <00 '
3 U,*- *+, %'*, 5, %",< "+, +5,5 9 2/3 ,5
PEKER8A
8UMLAH ORANG
HARI
KODE
8UMLAH
UPAH UPAH
BIAYA
SUB TOTAL TOTAL
HARI; ORANG
(R. / #& / &+ )
( R. )
( R. )
M,"#&
0.00
1
L 061
0.00
<000.00
3=.00
K%! *-, -5
0.02
1
L 03
0.02
1<00.00
1<=.0
T-, T-,
0.20
1
L 0>
0.20
60<00.00 60<00.00
1<12.00 1<12.00
P%-%&
0.100
1
L 101
0.100
44 44<000.00
4<400.00
P E K E R 8 A P%-%&, : MATERIAL
M
8UMLAH
7OLUME SATUAN
KODE
K5 U!+, 20/20 '
0.00
M3
;
A! A !* ,*
0.100
S%*
M 10
21<6>.0
HARGA SATUAN
BIAYA
SUB TOTAL
(R.)
( R. )
( R. )
4<400<000.00
2<200<000.00
<000.00
<00.00
A T E R I A L M*%&+! : PERALATAN
8UMLAH
HARI
ALAT
KER8A
KODE
2<20<00.00
8AM
HA R G A
BIAYA
SUB TOTAL TOTAL
KER8A
(R. / ' )
( R. )
( R. )
P E R A L A T A N P%&!*, : T O T A L ( R ) 7OLUME :
0.0
S*, :
2<22<1>.0 2<22<1>.0
M3 H& S*,
R.
4<44<3>.00
P%& M3
KODE : K%'*, T,, P!
KODE A 002
PROPINSI : KALIMANTAN TIMUR (64) URAIAN :
ANALISA BIAYA BIAYA PEKERJAAN PEMAN@ANGAN TIANG KABUPATEN BULUNGAN (04) DISIAPKAN OLEH : PT. SWEEB PLAN TRIALINDO ANGGAPAN / ASUMSI :
REKAPITULASI RENCANA ANGGARAN BIAYA
KEG KEGIAT IATAN
: PE PENING NINGKA KAT TAN JALAN ALAN DAN DAN JEMB JEMBA ATAN DI KECA KECAMA MAT TAN TANJ ANJUNG PALAS ALAS U
PEKERJAAN
: PE PENINGKATAN JA JALAN DI DI DESA AR ARDI MU MULYO (UPT IV IV) KE KEC. TANJUNG PAL
T. ANGGARAN
: 2012
LOKASI
: DESA ARDI MULYO (SP IV) - KECAMATAN TANJUNG PALAS UTARA
TARGE ARGET T PAN PANJA JANG NG : 5.09 5.09 KM
NO BA B I BAB II BAB III BA B I 7 BA B 7 BAB 7I BAB 7I
(A)
URAIAN PEKER8AAN PEKER8AAN PEKER8AAN PEKER8AAN PEKER8AAN PEKER8AAN PEKER PEKER8AA 8AAN N
JUMLA ( RP )
PENDAHULUAN TANAH DRAINASE KONSTRUKSI PERKERASAN PENGASPALAN 8EMBA 8EMBAT TAN GELAGAR GELAGAR BETON BETON
JUMLA DIBULATKAN ( R&)
6<002<66.6 1<2><22<230.2 30<3<=4.20 24<0><=22.23 1<04<>0<=2.>3 <464<44=<22>.3 <402< <402<6=2 6=2<6 <62.= 2.=1 1
1!"0!0"#0$"1$#.%% 1!"0!0"#0$"000.00
TERBILANG TERBILA NG : LIMA BELAS BELA S MILY MILYAR DUA RATUS RATUS SEMBILAN SEMBILA N PULUH DUA JUTA DELAPAN RATUS DELAPAN PULUH EMPAT RIBU RUPIAH
D+%&+- O!%< PE8ABAT PELAKSANA TEKNIS KEGIATAN DINAS PEKER8AAN UMUM
T,, T,, S%!#&< 2 M%+ 200> D+* O!%< KONSULTAN KONSULTAN PEREN@ANA PEREN@ ANA PT. PT. SWEEB PLAN PL AN TRIALINDO
ER'IN ERNANDA" ST
ENDA 'AYUNI" ST
NIP. 0 020 22>
D+&%-*& U*'
D+-%*+ O!%< KEPALA DINAS PEKER8AAN UMUM KABUPATEN BULUNGAN
. AINAL ABIDIN MD" ST" MS NIP. 0 006 4=
RENCANA RENCA NA ANGGARAN AN GGARAN BIAY BIAYA KEGIATAN
: PENINGKATAN JALAN DAN JEMBATAN DI KECAMATAN TANJUNG PALAS UTARA
PEKERJAAN
: PENINGKATAN JALAN DI DESA ARDI MULYO (UPT IV) KEC. TANJUNG PALAS UTARA
T. ANGGARAN LOKASI TARGET PANJANG
: 2012 : DESA ARDI MULYO (SP IV) - KECAMATAN TANJUNG PALAS UTARA : 5.09 KM
NO * I
URAIAN PEKERJAAN +
ANALISA ,
SATUAN
VOLUME
ARGA SATUAN /
JUMLA ARGA /
PEKE PEKER RJAAN JAAN PEN PENDAH DAHULU ULUAN a b
P, N' P%P#*# D#-'%, P%-
D+&%-+ K%%* ", P%&!%,-, d P%,-&, c
e
P%'%&+, L#-+
a
P%-%&, P%&*, ", P%'"*, (A!*)
II
; K210
B L
1.00 1.00
0<000.00 1<000<000.00
0<000.00 1<000<000.00
M2 KM
20.00 .0>
00<000.00 1<000<000.00
10<000<000.00 <0>0<000.00
30<40.00 SUBTOTAL I " KE REKAP (R&) M2
1<>3.22
><162<66.6 $!"002"$!!.!$
P EK EKERJAAN TA TANAH c
M%'%,*- B", 8!, D%& G!+, (A!*)
d M%'%,*-
B 8!, (A!*)
K.342
M2
10<1=0.00
1<>3>.=1
1><4<314.2
K.321
3
1><123.=0
4><>22.3>
>4<06<02=.1=
3
3<3.32
>0<=4.06
321<26=<==.3
K.411
M M
SUBTOTAL II " KE REKAP (R&) III III
1"295"$22"230.2$
PEKE PEKERJ RJAA AAN N DRAI DRAINA NASE SE
M%'* P&+* G!+, T, c M%'* G#&#,;G#&#, (2 2 ')< ? =M d M%'* G#&#,;G#&#, (1 1 ')< ? =M e K5 P,, U!+, 10/10 P,, 4 M a
K111 K132 K12 A00>
M3 M M T+*+-
2<313.2 32.00 24.00 144.00
32<11.06 10<66<>6.60 3<0><>>0. 1=0<=21.30
4<434<=0. 341<022<>63.1 =><03><3.30 26<03=<26.20
SUBTOTAL III" KE REKAP (R&) IV
530"535"$#%.20
PEKE PEKERJ RJAA AAN N KON KONST STRU RUKS KSII
c
M%'* P,, B* K5 P,, 10/10 P,, 2 M P%'#,-&, L,*+ G#&#,;G#&#, L'
K=10 A00> L ;11
M3 T+*+M2
e
P%'#,-&, G%!&< P,, G#&#,;2 U! U!+, L'
L;12
M3
a b
240.0 33>.00 260.00
<33>.> >0<410.6 46<0>0.00
1=6<46><11.== 30<64><210.3 11<>=3<400.00
3.60
460<>00.00
16<40=<040.00
SUBTOTAL IV" KE REKAP (R&) V
2%5"509"#22.23
PEKE PEKERJ RJAA AAN N PER PERKERA KERASA SAN N a
L+ P#,"+ B K%! B ,*- !%%!+,
K12
b
L+ P#,"+ A* K%! A T%! 1 '
K20
VI
M3
3<0>.62
30<3>6<60=.41
1<6=.= 441<12.03 M3 SUBTOTAL V" KE REKAP (R&)
=14.1=
40<0=<>4.2 1"0%5"905"5#2.93
PEKE PEKERJ RJAA AAN N PENGA PENGASP SPAL ALAN AN a
M%,'& L+ A! B%*#, (L*#,)
K. 641
M3
1<22.0
4<2>4<261.=
<464<44=<22>.3
SUBTOTAL VI" KE REKAP (R&)
5,464,448,229.35
VII PEKERJAAN PEKERJAAN JEMBA JEMBAT TAN GELAGAR GELAGAR BETON BETON a
B%,*, M
;
B
2.00
b
B%,*, 1= M
;
B
2.00
>=<<261.2
SUBTOTAL VI" KE REKAP (R&)
TOTAL
1<><10<23.04
<=0<12<23>.
7,402,682,762.81
444
DATAR SATUAN UPA PROPINSI KABUPATEN KECAMATAN TAUN ANGGARAN
NO.
: KALIMANTAN TIMUR : BULUNGAN : TANJUNG PALAS UTARA : 2009
URAIAN UP UPA
KODE
SATUAN
ARGA SATUAN ( R& )
1 2 3 4 6 = > 10 11 12 13
M,"#& L,, M%-,+M%-,+- P%',* K%! T-, T-, O%&*#& T%&!*+ O%&*#& K&, T%&!*+ P%',* O%&*#& S+& *&S+& P%&#,+! P%',* +& B& L,, T- T%&!*+ B& L,, A- T%&!*+
L.061 L0 1 L0 2 L0 3 L0 > L0= 1 L0= 2 L0 = > L0> 1 L0> 2 L0> > L10 1 L 10 3
H&+ H&+ H&+ H&+ H&+ H&+ H&+ H&+ H&+ H&+ H&+ H&+ H&+
<000.00 1<00.00 4><00.00 1<00.00 60<00.00 66<000.00 <000.00 4><00.00 66<000.00 66<000.00 4><00.00 44<000.00 46<0.00
14
B& L,, T%&!*+
L10 6
H&+
4><00.00
KETERANGAN
DATAR SATUAN BAAN 6MATERIAL PROPINSI KABUPATEN KECAMATAN TAUN ANGGARAN NO 1 2 3 4 6 = > 10 11 12 13 14 1 16 1 1= 1> 20 21 22 23 24 2 26 2 2=
URAIAN BAAN B* G,, K%&+-+! S,+ B* P% 3; ' B* P% 2;3 ' B* P% 1;2 ' B* P% 0<;1 ' A B* P+& &/*+',, P+& B%*#, S+&* T+',, T, A! B+*'%, M+,5- T, S%'%, P.@ (0 -) @* 8%'*, A!*;!* B,* P P - B+ K5 U,*- P%&, B P#!# T!,, B%*#, B!#- U!+, 10/10 B!#- U!+, 20/20 M*%&+! %'*, %!& K* L T+, P,, B O+%, A5*%!+, B IWF 16 P+ G!,+ ''
: KALIMANTAN TIMUR : BULUNGAN : TANJUNG PALAS UTARA : 2009 KODE
SATUAN
M.010 M.012 M.023 M.024 M.02 M.026 M.0=1 M.040 M.041
M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 - !* - U,+ * - M3 - M3 M3 - KG - KG KG - M
M.01 M.061 M.06 M.0=0 M.0>0 M.10 M.166 M.1=0 M.16 ; ; ; ; ; ;
ARGA SATUAN (R&) 213<00.00 13<=0.00 346<00.00 346<00.00 346<00.00 346<00.00 346<00.00 > ><040.00 13<00.00 1><20.00 3=<00.00 13<200.00 <10.00 10<600.00 3><600.00 <000.00 1<>0.00 =2<000.00 1<400.00 2<0<000.00 4<400<000.00 36<=0.00 1=<00.00 22<0.00 11<000.00 11<000.00 36<>0.00 344<22.
KETERANGAN
2>
M+,5- *
;
!*R
31<62.00
DATAR SATUAN PERALATAN PROPINSI KABUPATEN KECAMATAN TAUN ANGGARAN NO URAIAN UNIT INSTALASI 7 ALAT BERAT
: KALIMANTAN TIMUR : BULUNGAN : TANJUNG PALAS UTARA : 2009 KODE ALAT
SATUAN
ARGA (RP)
1 2 3 4 6 = > 10 11 12 13 14 1 16 1 1= 1> 20 21 22 23 24 2 26 2
BULLDOSER 110 HP MOTOR GRADER 100 HP E@A7 HYDR 1.3 M3 >0 HP LOADER WHEELED 11 HP ROLLER. 3 WHEELED 6 ; = TON ROLLER.TANDEM 6 ;10 TON ROLLER. 7IBR;SELF;P6 ; TON ROLLER. PNEUMATI@ =;1 TON ROLLER. 7IBR;PED 1 TON TAMPER. 7IBR PLATE 4HP @ON@RETE 7IBRATOR 4HP SPRAYER. SELFPROP 1000 L* ASPH< MIINGPLANT 30T/H ASPHLT FINISER 1<=2 M WATER TANK TRU@K 11HP DUMP TRU@K TON / 14 HP DUMP TRU@K 3< TON / 11 HP @ON@. MIER 0<2 M3 / 6 HP @OMPRESSOR< AIR 210 M3 / H GENERATOR 3; K7A PUMP< WATER (@M) 30 M3/H& TRAILER TRU@K 10 HP WELDER TRANSFORMER 0HP DIESEL HAMMER 130 HP @RAWLER @RANE 1 HP THEODOLIT WATER PASS
E.001 E.010 E.020 E.02 E.0=0 E.0=1 E.0=2 E.0=4 E.0= E.0== E.0=> E.13 E.1 E.1 E.1=2 E.212 E.221 E.22 E.301 E.311 E.341 E.220 E 4 04 E 40 3 E 2 2
8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM 8AM
=31<23.4> 3><=26.> 62<>>6.1 >0<4=.16 4=0<04>. 3>2<=>.04 22<=06.12 2<426.40 4=1<21. 13<4.0 4><10.0 413<46. 4<>1<>>3.03 413<>=1.=0 43><>.64 603<43=.1 2=><6.=0 >><=2.26 >1<=4.23 4><10.== 3=<=30.3 632<226.=6 46<3.41 0<>. 6=<0=.41 16<00.00 11<000.00
2=
A!* P,, 2 T#,
E.402
8AM
0<=.00
KETERANGAN
KODE K .$15 10 M2 B8; B<+< S*=*;
M*>*?6 P8>@*
0.400
M3
K5 U,*- B%-+*+,
4.000
K
*>* S*=*;
B** 9 =2<000.00
330<000.00
P-
1<>0.00
63<=00.00
.000
T-, K5
60<00.00
302<00.00
0.00
K%! T-, K5
1<00.00
3<0.00
2.000
P%-%&
4><00.00
>><000.00
0.100
M,"#&
<000.00
<00.00
JUMLA 1 M2 B8;
#3#"$50.00 #3"#$5.00
P8>@**; B B<; B<+< S*=*;
KODE K. $10 M*>*?6 P8>@*
*>* S*=*;
B**
"
% 9"
12
-
B%+ B%*#,
1<400.00
1<>2<000.00
2.000
K
K* B%,"&*
14<21.0
2=<43.00
>.000
T-, B%+
60<00.00
44<00.00
3.000
K%! T-, B%+
1<00.00
214<00.00
>.000
P%-%&
4><00.00
44<00.00
JUMLA A T=?*;*; 1 8
3"15$"935.00 25"2!3.%# 25"2!3.% #
RENCANA ANGGARAN BIAYA (PEKERJAAN JEMBATAN GELAGAR BETON) KEGIATAN
: PENINGKATAN JALAN DAN JEMBATAN DI KECAMATAN TANJUNG PALAS UTARA
PEKERJAAN
: PENINGKATAN JALAN DI DESA ARDI MULYO (UPT IV) KEC. TANJUNG PALAS UTARA
T. ANGGARAN LOKASI BENTANG
: 2012 : DESA ARDI MULYO (SP IV) - KECAMATAN TANJUNG PALAS UTARA :$M
NO
KODE
SATUAN "
4
P EK EKE RJ RJAAN PE RS RSIAPAN P%,-&, ", P%',, B#!,P%'#,-&, 8%'*, L' P%'*, 8%'*, D&&* P%,*&, L! L+,*
; ; ; ;
L L L L
1.00 1.00 1.00 1.00
4<000<000.00 <000<000.00 20<000<000.00 1<000<000.00
5
B&- K%&
;
M2
24.00
00<000.00
I 1 2 3
URAIAN PEKER8AAN
7OLUME HARGA SATUAN %
SUBTOTAL I " KE REKAP (R&) II
8UMLAH HARGA 9%
4000000 000000 20<000<000.00 1<000<000.0 12<000<000.0
%%"000"000.00
PEKE PEKERJ RJAA AAN N BANG BANGUN UNAN AN AT ATAS 1
P%-%&, L,*+ 8%'*, (K.22)
K.2=
M3
1.2
1<3=0<246.02
21<420<03=.04
2
P%-%&, B!#- D+&' (K.22)
K.2=
3
1.=>
1<3=0<246.02
2<60=<664.>=
3
P%-%&, B!#- I,"- (K.22)
K.2=
3
=.>6
1<3=0<246.02
12<36<004.3
4
P%-%&, T+, S,"&, (K.12)
K.20
3
M
0.04
1<042<160.0
3><0=1.03
5
P%-%&, T&#*#& (K.12)
K.20
M3
3.3>
1<042<160.0
3<30<=40.4
6
8
P%-%&, K%! 8%'*, (K.12) P%',, P+ S,"&, 3 P%',, P+ D&+,% 3
K.20 ; ;
M3 M M
1.0 2=.00 4.00
1<042<160.0 46<22. 46<22.
1<0>4<26=.3 13<034<63.00 1<=62<0>1.00
9
P%',, T+, P%,& 8%'*,
K.20
M3
0.11
1< 1<042<160.0
10><426.=
7
10
P%-%&, @* 8%'*,
11
P%-%&, B%-+*+,
M M
I.1.
2
M
36=.31
1<210.0
1=<=61<33>.26
K.10
M2
3.1
6<>2.0
24<133<330.3=
SUBTOTAL II " KE REKAP (R&) III III
99"0!0"$22.11
PEKERJ PEKERJAA AAN N BANGU BANGUNA NAN N BAW BAWAH 1
G!+, T, ,*- A*'%,*
K.321. E
M3
2 3
P%,", T+, P,, K5 U!+, 20/20 P%',,, T+, P,, -5 U!+, 20/20
2.00
103<3.6
<4<=62.>3
A.001 A.002
M3 M
1.2= 432.00
4<44<3>.00 10><6.>0
6<>1<>4.60 4<41><32.=0
4
U&, P+& * 9 10 '
K.310.P
M3
3.60
134<=1.33
4=4<4>2.=0
5 6
@#& L,*+ K%& * 9 10 ' A*'%,* (K.22)
7
P!* I,- (K.22)
K.20
3
M
3.60
1<042<160.0
3<1<=.1
K.2=
M3
.04
1<3=0<246.02
106<334<13.6
K.2=
M3
4.0
1<3=0<246.02
<=><>>6.40
10
S5 A*'%,* (K.22) P+ D&+,% "+.2 ; 30 ' " 5 P,, K5 U!+, 10/10 " 5
K.2= ; A.00>
3
M M T*-
.40 .00 12.00
1<3=0<246.02 46<22. 1=0<=21.30
10<213<=20.= 2<32<613. 2<16><=.60
11
P%-%&, B%-+*+,
K.10
M2
332.02 6 6 <>2.0 SUBTOTAL III" KE REKAP (R&)
22<61<=>.0 2#5"2#0"#%1.!9
4
PEKERJ PEKERJAA AAN N PENUL PENULAN ANGA GAN N P%,!,, "+. 10 '' P%,!,, "+. 12 '' P%,!,, "+. 16 '' P%,!,, "+. 1> ''
K.1 K.1 K.1 K.1
- - - -
236.0 42>4.4 21=.=6 36>=.=2
1=<>0.00 1=<>0.00 1=<>0.00 1=<>0.00
44<01<43.00 ><=33<>16.61 40<133<14.3> 6=<61<030.
5
P%,!,, "+. 2 ''
K.1
-
60=6.>0
1=<>0.00
113<1<4.36
8 9
IV 1 2 3
SUBTOTAL IV" KE REKAP (R&) V
3%5"#99"1#3.11
PEKERJAAN OP OPRIT 1 T+',, 2 T& T&
O&+* O&+* 8%'*,
/ S+&+, P,, P,, B*
K.22
M3
>0.00
203<464.42
1=<311<>.=
K.=10
M3
=.00
<33>.>
6<202<16.4
SUBTOTAL V" KE REKAP (R&) JUMLA SUBTOT SUBTOTAL AL VI" KE REKAP ( 123% 123% ) ( R&)
2%"51%"51%.!1 $9#"$55"2!1.52
RENCANA ANGGARAN BIAY BIAYA (PEKERJAAN JEMBATAN GELAGAR BETON) KEGIATAN
: PENINGKATAN JALAN DAN JEMBATAN DI KECAMATAN TANJUNG PALAS UTARA
PEKERJAAN
: PENINGKATAN JALAN DI DESA ARDI MULYO (UPT IV) KEC. TANJUNG PALAS UTARA
T. ANGGARAN LOKASI BENTANG
: 2012 : DESA ARDI MULYO (SP IV) - KECAMATAN TANJUNG PALAS UTARA : 30 M
NO
KODE
SATUAN
6
PE KE KERJAAN P ER ERSIAPAN P%,-&, ", P%',, B#!,D+&%-+ K%%* ", P%&!%,-, P%'#,-&, 8%'*, !' P%'*, 8%'*, "&&* P, ,' P%P%,*&, L! L+,*
; ; ; ; ; ;
L M2 L L B L
7
P#*# D#-'%,* P%-
;
I 1 2 3 4 5
II
URAIAN PEKER8AAN
7OLUME HARGA SATUAN %
1.00 30.00 1.00 1.00 1.00 1.00
8UMLAH HARGA 9%
4<000<000.00 00<000.00 <000<000.00 20<000<000.00 00<000.00 2<000<000.00
4<000<000.00 1<000<000.00 <000<000.00 20<000<000.00 00<000.00 2<000<000.00
L 1.00 1<000<000.00 SUBTOTAL I " KE REKAP (R&)
1<000<000.00 %9"500"000.00
PEKE PEKERJ RJAA AAN N BANG BANGUN UNAN AN AT ATAS 1
P%-%&, L,*+ 8%'*, (K.22)
K.2=
M3
2
P%-%&, B!#- D+&' (K.22)
K.2=
3
M
.60
1<3=0<246.02
10<434<6>.>4
3
P%-%&, B!#- I,"- (K.22)
K.2=
M3
.040
1<3=0<246.02
=<2><233.1>
4 5
P%-%&, S,"&, (K.12) P%',, P#* B S,"&,
K.20 A.011
M3 -
.04 226.3
1<042<160.0 <4.36
<32<244.= 1<6>4<>42.43
6
P%-%&, T&#*#& (K.12)
K.20
M3
.20
1<042<160.0
<03<.03
7
P%-%&, K%! 8%'*, (K.12) P%',, P+ S,"&, 3 P%',, P+ D&+,% 3
K.20 ; ;
M3 M M
2.40 >.20 12.10
1<042<160.0 46<22. 46<22.
2<01<1=.6= 36<=6><401.=0 <632<=2.2=
10
P%',, T+, P%,& 8%'*,
K.20
M3
3.02
1<042<160.0
3<11<4>3.>
11
P%-%&, @* 8%'*,
I . 1 .
M
3>=.=0
1<210.0
20<422<4.40
12
P%-%&, B%-+*+,
M =4.23 6<>2.0 SUBTOTAL II " KE REKAP (R&)
=<046<>6.00 2#9"252"999.5#
8 9
III III
K.10
2
41.220
1<3=0<246.02
2
6<=>3<41.10
PEKER PEKERJA JAAN AN BANG BANGUN UNAN AN BAW BAWAH
6
G!+, T, ,*- A*'%,* P%,", T+, P,, B D 400 '' P%',,, T+, P,, B D 400 '' P%,", B&+, B IWF 16 P%',, B&+, B IWF 16
7
U&, P+& * 9 10 ' P%,++, TP
8
@#& L,*+ K%& * 9 10 '
K.20
9
1 2 4 5
K.321. E A.001.P A.002.PB A 010 A.002.B
M3 - M - '
>0.00 20<160.00 2==.00 434.=4 41.20
103<3.6 23<404.=3 64<22.=4 4=<=.6> 4>6<>2.00
><31><=2=.6 41<=41<3=0.3 220<0><61.> 212<336<30.66 20<43<310.00
K.310.P
M3
30.=4
134<=1.33
4<11<026.6
3
.04
1<042<160.0
<26<6=.6
3
M
A*'%,* (K.22)
K.2=
M
>>.43
1<3=0<246.02
13<230<>60.>1
10
P!* I,- (K.22) P%,++, TP
K.2=
M3
12.>2
1<3=0<246.02
1<=32<=.63
11
13
S5 A*'%,* (K.22) P+ D&+,% "+.3 ; 30 ' " 5 P,, K5 U!+, 10/10 " 5
K.2= ; A.00>
M M T*-
>.0 1=.4= 12.00
1<3=0<246.02 46<22. 1=0<=21.30
13<112<33.23 =<602<=60.42 2<16><=.60
14
P%-%&, B%-+*+,
K.10
M2
62.00 6<>2.0 SUBTOTAL III" KE REKAP (R&)
44<30<030.00 1"1!!"$29"952.!3
4
PEKER PEKERJA JAAN AN PENUL PENULAN ANGA GAN N P%,!,, "+. 10 '' P%,!,, "+. 12 '' P%,!,, "+. 16 '' P%,!,, "+. 1> ''
K.1 K.1 K.1 K.1
5
P%,!,, "+. 2 ''
K.1
12
IV 1 2 3
V
3
- - - -
3>2=.3 23642.44 =32.24 >2=3.4
1=<>0.00 1=<>0.00 1=<>0.00 1=<>0.00
3<02=<44.0 43><12<>1.3 10=<421<3==.0 12<><626.3>
- 3012.> 1=<>0.00 SUBTOTAL IV" KE REKAP (R&)
0<>4<113.= 1"3!%"%9!"55%.19
PE KE KERJAAN OP RI RIT 1 T+',, T+',, 2 T& T&
O&+* 8%'*,
/ S+&+, P,, P,, B*
K.22
M3
K.=10
3
43.6
203<464.42
=<==1<221.>
M 30.60 <33>.> SUBTOTAL V" KE REKAP (R&)
23<2<3>1.2 32"!0!"!13.%#
JUMLA SUBTOT SUBTOTAL AL VI" KE REKAP ( 123% ) ( R&) R&)
2"902"5#!"119.#9
VOLUME JALAN SP5 L EBAR
NO
1 2 3 4 5 6 7 ! 10 11 12 13 14 15 16 17 1 1! 20 21 22 23 24 25 26 27 2 2! 30 31 32 33 34 35 36 37 3 3! 40 41 42 43 44 45 46 47 4 4! 50 51 52 53 54 55 56 57 5 5! 60 61 62 63 64 65 66 67 6 6! 70 71 72 73 74 75 76 77 7 7! 0 1 2 3 4 5 6 7 ! !0 !1 !2 !3 !4 !5 !6 !7 ! !! 100 101 102
JL. GAUDA
STA STA 0 + 00 000 0 STA STA 0 + 05 050 0 STA STA 0 + 10 100 0 STA STA 0 + 15 150 0 STA STA 0 + 20 200 0 STA STA 0 + 25 250 0 STA STA 0 + 30 300 0 STA STA 0 + 35 350 0 STA STA 0 + 40 400 0 STA STA 0 + 45 450 0 STA STA 0 + 50 500 0 STA STA 0 + 55 550 0 STA STA 0 + 60 600 0 STA STA 0 + 65 650 0 STA STA 0 + 70 700 0 STA STA 0 + 75 750 0 STA STA 0 + 0 00 0 STA STA 0 + 5 50 0 STA STA 0 + !0 !00 0 STA STA 0 + !5 !50 0 STA STA 1 + 00 000 0 STA STA 1 + 05 050 0 STA STA 1 + 10 100 0 STA STA 1 + 15 150 0 STA STA 1 + 20 200 0 STA STA 1 + 25 250 0 STA STA 1 + 30 300 0 STA STA 1 + 35 350 0 STA STA 1 + 40 400 0 STA STA 1 + 45 450 0 STA STA 1 + 50 500 0 STA STA 1 + 55 550 0 STA STA 1 + 60 600 0 STA STA 1 + 65 650 0 STA STA 1 + 70 700 0 STA STA 1 + 75 750 0 STA STA 1 + 0 00 0 STA STA 1 + 5 50 0 STA STA 1 + !0 !00 0 STA STA 1 + !5 !50 0 STA STA 2 + 00 000 0 STA STA 2 + 05 050 0 STA STA 2 + 10 100 0 STA STA 2 + 15 150 0 STA STA 2 + 20 200 0 STA STA 2 + 25 250 0 STA STA 2 + 30 300 0 STA STA 2 + 35 350 0 STA STA 2 + 40 400 0 STA STA 2 + 45 450 0 STA STA 2 + 50 500 0 STA STA 2 + 55 550 0 STA STA 2 + 60 600 0 STA STA 2 + 65 650 0 STA STA 2 + 70 700 0 STA STA 2 + 75 750 0 STA STA 2 + 0 00 0 STA STA 2 + 5 50 0 STA STA 2 + !0 !00 0 STA STA 2 + !5 !50 0 STA STA 3 + 00 000 0 STA STA 3 + 05 050 0 STA STA 3 + 10 100 0 STA STA 3 + 15 150 0 STA STA 3 + 20 200 0 STA STA 3 + 25 250 0 STA STA 3 + 30 300 0 STA STA 3 + 35 350 0 STA STA 3 + 40 400 0 STA STA 3 + 45 450 0 STA STA 3 + 50 500 0 STA STA 3 + 55 550 0 STA STA 3 + 60 600 0 STA STA 3 + 65 650 0 STA STA 3 + 70 700 0 STA STA 3 + 75 750 0 STA STA 3 + 0 00 0 STA STA 3 + 5 50 0 STA STA 3 + !0 !00 0 STA STA 3 + !5 !50 0 STA STA 4 + 00 000 0 STA STA 4 + 05 050 0 STA STA 4 + 10 100 0 STA STA 4 + 15 150 0 STA STA 4 + 20 200 0 STA STA 4 + 25 250 0 STA STA 4 + 30 300 0 STA STA 4 + 35 350 0 STA STA 4 + 40 400 0 STA STA 4 + 45 450 0 STA STA 4 + 50 500 0 STA STA 4 + 55 550 0 STA STA 4 + 60 600 0 STA STA 4 + 65 650 0 STA STA 4 + 70 700 0 STA STA 4 + 75 750 0 STA STA 4 + 0 00 0 STA STA 4 + 5 50 0 STA STA 4 + !0 !00 0 STA STA 4 + !5 !50 0 STA STA 5 + 00 000 0 STA STA 5 + 05 050 0 JUMLA
STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 0 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 1 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 2 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 3 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 4 STA 5 STA 5 STA 5
!a"#$
+ 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0 + 05 050 0 + 0! 0!0 0
JAAK PEMADA%AN DAN PENGUKUAN PEMADA%AN PEA%AAN PEA%AAN SUGADE M )M+ )M2+
!a&'a&( )*+ (a, )+
Ga,a& )3+
!a&'a&( )*+ "b/& )3+
PEA%AAN PEMADA%AN )M3+
tim"#nan "a&a: baa& 'a,a& )50 c+ )3+
5
"b/&a& a((a" !#&a baa: )3+
L EBAR
5
"b/&a& a((a" pondasi atas (15 cm) )3+
0.3 4 66
,a!& )5 c+ ),ba 4 + )2+
A U
PJG SIING IASA )+
PJG SIING U% ILL )+
50
50
-
25 0
3 4 .66
100
0
-
0
50
50
-
25 0
3 4 .66
100
0
-
0
50
50
-
25 0
3 4 .66
100
0
-
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
0
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
0
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
0
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
0
)M3+
U%
ILL
)M3+
)M3+
SIING PAS. A%U )3+
PANANG SIING )%I%IK+
PANANG GOONG2 )%I%IK+
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
0
50
-
25 0
3 4 .66
100
0
-
6 6.7
0
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
0
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
16
50
50
-
25 0
3 4 .66
100
0
-
6 6.7
50
50
25 0
3 4 .66
16
25 0
3 4 .66
4
25 0
3 4 .66
0
50
50
25 0
3 4 .66
0
50
50
25 0
3 4 .66
16
50
50
25 0
3 4 .66
0
50
50
25 0
3 4 .66
0
50
50
25 0
3 4 .66
0
50
50
25 0
3 4 .66
0
50
50
25 0
3 4 .66
0
50
50
25 0
3 4 .66
0
50
50
25 0
3 4 .66
0
50
50
25 0
3 4 .66
0
50
50
25 0
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18
VOLUME JALAN SP5)LEA DALAM 8M=+
NO
1 2 3 4 5 6 7 ! 10 11 12 13 14
JL. SP IV
STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0
+ 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 17 175 5 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0
STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0 STA STA 0
+ 050 + 100 + 150 + 175 + 250 + 300 + 350 + 400 + 450 + 500 + 550 + 600 + 650 + 700 + 750 + 00
STA STA 0 STA STA 0 STA STA 0 STA STA 0
+ 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0
STA STA 0 STA STA 0 STA STA 0 STA STA 1
+ 50 + !00 + !50 + 000
$0 $1 $2 $3 $4 $5 $6 $7 $ $! $10 $11 $11 $12 $13 $14 $15 $16 $17 $1 $1! $20 $21
STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2
+ 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0
STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 1 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2
+ 050 + 100 + 150 + 200 + 250 + 300 + 350 + 400 + 450 + 500 + 550 + 600 + 650 + 700 + 750 + 00 + 50 + !00 + !50 + 000 + 050 + 100 + 150 + 200 + 250 + 300 + 350 + 400 + 450 + 500 + 550 + 600 + 650 + 700
$22 $23 $24 $25 $26 $27 $2 $2! $30 $31 $32 $33 $34 $35 $36 $37 $3 $3! $40 $41 $42 $43 $44 $45 $46 $47 $4 $4! $50 $51 $52 $53 $54 $55 $56
STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 5
+ 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0 + 05 050 0 + 10 100 0 + 15 150 0 + 20 200 0 + 25 250 0 + 30 300 0 + 35 350 0 + 40 400 0 + 45 450 0 + 50 500 0 + 55 550 0 + 60 600 0 + 65 650 0 + 70 700 0 + 75 750 0 + 0 00 0 + 5 50 0 + !0 !00 0 + !5 !50 0 + 00 000 0
STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 2 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 3 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 4 STA STA 5 STA STA 5
+ 750 + 00 + 50 + !00 + !50 + 000 + 050 + 100 + 150 + 200 + 250 + 300 + 350 + 400 + 450 + 500 + 550 + 600 + 650 + 700 + 750 + 00 + 50 + !00 + !50 + 000 + 050 + 100 + 150 + 200 + 250 + 300 + 350 + 400 + 450 + 500 + 550 + 600 + 650 + 700 + 750 + 00 + 50 + !00 + !50 + 000 + 050
$57 $5 $5! $60 $61 $62 $63 $64 $65 $66 $67 $6 $6! $70 $71 $72 $73 $74 $75 $76 $77 $7 $7! $0 $1 $2 $3 $4 $5 $6 $7 $ $! $!0 $!1 $!2 $!3 $!4 $!5 $!6 $!7 $! $!! $100 $101 $102 $103 $104 $105 $106 $107 $10 $10! $110 $111 $112 $113 $114 $115 $116
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$2
25
25
2.4!
7.50
125
17.33
0.2!!
0.1!5
12.0!
$3
25
25
2.4!
7.50
125
17.33
0.142
0.14
!.0
$4
50
50
4.!
1 5 .0 0
250
34.66
0.20!
0.13
17.05
$5
50
50
4.!
1 5 .0 0
250
34.66
0.40
0.437
32.72
$6
50
50
400
53.01
3.32
250
60.2
0.460
0.40
46.41
$7
25
25
200
26.505
1!.16
125
30.41
0.336
15.!5
$
50
50
4.!
1 5 .0 0
250
34.66
0.251
0.201
1!.72
$!
50
50
4.!
1 5 .0 0
250
34.66
0.147
0.24
21.21
275.0!625
37.00
52.0
1.50
27.0
1!.17 15.!! 1.27
$!0
50
50
4.!
1 5 .0 0
250
34.66
0.044
0.227
16.67
$!1
50
50
4.!
1 5 .0 0
250
34.66
0.06
0.141
12.45
$!2
50
50
4.!
1 5 .0 0
$!3
50
50
4.!
1 5 .0 0
$!4
50
50
4.!
1 5 .0 0
250
34.66
0.126
0.406
22.26
$!5
25
25
2.4!
7.50
125
17.33
0.162
0.372
13.32
$!6
25
25
2.4!
7.50
125
17.33
0.067
0.40
13.51
$!7
50
50
4.!
1 5 .0 0
250
34.66
0.225
0.2!1
26.5
$!
250 250
34.66
0.24
34.66
0.175
0.232 0.14
1.56 21.6
50
50
4.!
1 5 .0 0
250
34.66
0.25!
0.21!
24.4
$!!
50
50
4.!
1 5 .0 0
250
34.66
0.1!
0.06
1.5!
$100
25
25
2.4!
7.50
125
17.33
0.127
0.246
$101
25
25
2.4!
7.50
125
17.33
0.1!6
0.211
!.75
0.220
13.76
$102
25
25
2.4!
7.50
125
17.33
0.160
$103
50
50
4.!
15.00
250
34.66
0.170
$104
50
50
4.!
15.00
250
34.66
$105
25
25
2.4!
7.50
125
17.33
$106
25
25
2.4!
7.50
125
$107
50
50
4.!
15.00
250
$10
50
50
4.!
15.00
250
$10!
50
$110
250
7.! 7.10 !.76
0.1!1
0.304
6.1
17.33
0.112
0.24
10.6
34.66
0.257
0.202
20.44
34.66
0.0!1
0.343
22.31
34.66
0.354
50
4.!
15.00
50
50
4.!
15.00
34.66
0.30
$111
50
50
4.!
15.00
250
34.66
0.373
$112
25
25
2.4!
7.50
125
17.33
$113
25
25
2.4!
7.50
125
17.33
0.27!
0.351
$114
50
50
4.!
15.00
250
34.66
0.203
0.056
22.22
17.33
0.212
0.3!3
10.7!
250
$115
25
25
2.4!
7.50
125
$116
50
50
4.!
15.00
250
34.66
40
40
3.!4
12.00
200
27.72
5.09
5<090.00
2<600.00
-
-
-
-
814.18
1<678.58
25<450.00
3<698.43
1
3.11 0.144
0.433
250
JEMA%AN
> )M3+
19<123.80
-
-
240.50
339.00
-
0.11! 0.16
22.67 25.!5
0.2!7
30.
0.325
12.44 11.!4
2313.72
-
-
2.00
-
RENCANA ANGGARAN BIAYA ENGINEER O ESTIMATE (EE) KEGIATAN
: PERENCANAAN TEKNIS PEMBANGUNAN JEMBATAN RUUI RAAYU SP V
T. ANGGARAN
: 201%
LOKASI
: KEC. TANJUNG PALAS UTARA
BENTANG
: 21"2 M
NO I
: PEMBANGUNAN JALAN DAN JEMBATAN KEC. TANJUNG PALAS BARAT" PESO ILIR DAN PESO
PEKERJAAN
URAIAN PEKERJAAN
KODE
SATUAN "
; SNI;200= ; ; ; ;
L M2 L L B L
VOLUME %
A ARGA SATUAN
JUMLA ARGA 9%
PEKER KERJAAN PERSIAPAN 1 P%,-&, ", P%',, B#!,2 D+&%-+ K%%* ", P%&!%,-, 3 P% P%'#,-&, 8%'*, !' 3 P%'*, 8%'*, "&&* 3 P, N' K%+*, 4 P%,*&, L! L+,* P%-%&, '#+!++ !*
II
;
1.00 42.00 1.00 1.00 1.00 1.00
3<000<000.00 1<0<=1.20 20<000<000.00 40<000<000.00 0 00<000.00 2<000<000.00
3<000<000.00 4<14<410.40 20<000<000.00 40<000<000.00 00<000.00 2<000<000.00
L 1.00 40<000<000.00 SUBTOTAL I " KE REKAP (R&)
40<000<000.00 150"!$%"%10.%0
PEKE PEKERJ RJAA AAN N BAN BANGU GUNA NAN N AT ATAS ; P%-%&, P%-%&, 8%'*, G+&"%& G+&"%& B B%,*, 20 M%*%& 1 P% P%,", ", %',, %!& %'*,
EI;4
-
206=.000
<3=6.>
1<14<2==<0=4.=4
2 P%-%&, P%-%&, S,"&, (K.20) T!,, T!,, #!# 13;100 13;100 '' T!,, T!,, #!# > 12 12 ''
E%-717.a EI;31
M3 - -
.33 >>6.=40 33=.4>
2<210<=6.3 2<210<=6.3 22<>40.21 22<>40.21
16<216<60.1 16<216<60.1 22<=6<21. 22<=6<21. <64<=4.=2 <64<=4.=2
3 P%-%&, P%-%&, #& !,*+ %'*, %'*, (K.300) (K.300) T!,, T!,, #-##-#- 16;200 '' T!,, T!,, %,-, %,-, 13;10 13;10 ''
E%-716.a
EI;31 EI;31
M3 - -
3=.32 24.6>6 2220.40
2<326<411. 2<326<411. 22<>40.21 22<>40.21
=><26><064.=3 =><26><064.=3 =<3>=<=0.1 =<3>=<=0.1 0<>36<44=.10 0<>36<44=.10
4 P% P%',, P#* B S,"&, (P+ !,+ 3) P%',, B%+ A,-%& ,"&,
EI;13 EI;31
M -
=4.=00 131.406
301<146.1 22<>40.21
2<3<1>.0 3<014<4=3.41
P%-%&, T&#*#& (K.1) T!,, T!,, #-##-#- 12;10 '' T!,, T!,, %,-, %,-, 10;10 '' ''
EI;1= EI;31 EI;31
M3 - -
.1 22.6 22>.44
2<1>4<13.2 22<>40.21 22<>40.21
11<303<30.1 <16<23.21 <16<23.21 <263<432.> <263<432.>
6 K%! 8%'*, (K.300) T!,, #!# #!# Ø;16 ; T!,, T!,, #!# #!# Ø;12 ; T!,,
E%-716.a EI;31 EI;31
M3 - -
4.= 232.= 12.3
2<326<411. 2<326<411. 22<>40.21 22<>40.21
11<32><624.3 11<32><624.3 <33<342.=> 2<>30<10.4=
P%',, P%',, P+ P+ D&+,% 3
E%-243.a
M
6.36
4<41.==
301<>21.13
= P% P%',, T+, P%,& 8%'*, (K1) T!,, T!,, #!# 4 10 T!,, T!,, #!# 10;200 10;200
EI;1= EI;31 EI;31
M3 - -
0.== 4.40 23.
2<1>4<13.2 22<>40.21 22<>40.21
1<>2<33.6= 1<06<1.=2 1<06<1.=2 40<12>.64 40<12>.64
EI;=41.
M2
202.00
><33.14
1><66<334.=6
EI;=41.
M2
23.40
1<>2.=1
3<6>2<31.0 1"%#!"21!"%%9.$5
1<212<=12.>=
> P%-%&, @* 8%'*, (*'%,<-%! %'*,< +&+,) 10 P% P%-%&, @* -+! ,*- *+, %,&
EI;31
SUBTOTAL II " KE REKAP (R&) III III
PEKER PEKERJA JAAN AN BAN BANGU GUNAN NAN BA' BA'A PEKERJAAN ABUTMENT 1 G!+, T, ,*- A*'%,*
EI;311
M3
>3.60
162<30.0
2 U&, P+& P+& B, #&# #&# * 9 1 '
E%-241a
M3
6.>6
413<22.4 413<22.4
2<==<11=.2> 2<==<11=.2>
3 @#& L,*+ K%& * 9 10 10 ' (K 20) 20)
E%-717.a
M3
4.64
2<412<>==. 2<412<>==.
11<1>6<26.>1 11<1>6<26.>1
4 A*'%,* A*'%,* (K.300) (K.300) ; T!,, U!+& D;16 ; T!,, U!+& D;1>
E%-716.a EI;33 EI;33
M3 - -
>.20 6=.3> >10.
2<326<411. 2<326<411. 2<212.0 2<212.0
13<23<6.04 13<23<6.04 1<2=0<64.0= 231<21><4>.16
P!* I,I,- (K.300 (K.300)) T!,, #!# #!# Ø;16 ; T!,, T!,, #!# #!# Ø;12 ; T!,,
E%-716.a EI;31
M3 - -
6.44 .42 2>=.03
2<326<411. 2<326<411. 22<>40.21 22<>40.21
14<>=2<0>0.2 14<>=2<0>0.2 12<=<42.0= 6<=36<>1.4
S5 A*'%,* A*'%,* (K.300) T!,, #!# #!# Ø;16 ; T!,, T!,, #!# #!# Ø;16 ; T!,,
E%-716.a EI;31
EI;31
M3 - -
10.1> 4.4> 4=.=
2<326<411. 2<326<411. 22<>40.21 22<>40.21
23<01<4=1.0> 23<01<4=1.0> 13<1=<=6.= 12<=4<40.0=
; M+,++!% 2020 '
EI;6"
M3
.6=
=<16<3=6.24
66<>41<=46.33
> P%',,, M+,+ P+!% A*'%,*
EI;6="
M
1>2.00
14<>0=.61
2=<014<42.>
EI;31
= P%,", P%,", M+,+ P+!% A*'%,* A*'%,* 2020 ' &%*-
SUBTOTAL III" KE REKAP (R&) IV
!%!"#15"#3!.$$
PEKE PEKERJ RJAA AAN N OPR OPRIT IT 1 T+',, O&+* 8%'*,
EI;321
M3
30>.30
3=><034.>3
120<32<64.16
2 T& / S+&+, P,, P,, B* 3 P P,, K5 U!+, 10/10 ; 2 ' " +&+,
E%-22 a EI;61
M3 M
>0.62 112.00
1<400<3. 1<400<3. >6<02.00
126<>00<43.24 126<>00<43.24 10<4<=00.00
4 P%-%&, P%-%&, + &%, &%, 3
E%-243.a
4<41.==
1<32><212.0 259"312"09!.90
M 2=.00 SUBTOTAL IV" KE REKAP (R&)
JUMLA SUBTOTAL SUBTOTAL IV" IV" KE REKAP ( 123% 123% ) ( R&)
2"5%3"01#"$93.#2
PLA% INJAK B&nt#' $&m"&sian B&si $oos B&at Sat#an *,m
1
1.500
? 16 - 200
J/,a:
@
7.5
,
0.2
+
P'%#"a,
@
4.26
3!
164.01 m
V#,/
@
16 164. 4.01 01
1.5 1.500 00
259.14
*
25!.14
2
2 2 2
V#,/ %#"a, 2 P,a" I&'a$
a " c
B&si $oos
B&at Sat#an *,m ? 12 - 200
2
a "
1.!4 0.14 0.05
0.05 a 7.4
2 1
1
3!
L/
518.2716 *
3. 0.2 0.10 4.26
m m m m
0.7 A"#tm&n &man/an
0.10 m 7.40 m 7.50 m
J/,a: P'%#"a,
@ @
2.5 2. 7.50
,
101.25
0.2 a 14
+
1 101.25
m
0.70
89.81
*
!.1
2
14
L/
"
V#,/
@
V#,/ %#"a, 2 P,a" I&'a$
179.6175 *
RENCANA ANGGARAN BIAYA (PEKERJAAN JEMBATAN GELAGAR BETON) KEGIATAN
:PENINGKATAN JALAN DAN JEMBATAN DI KECAMATAN TANJUNG PALAS UTARA
PEKERJAAN
:PERENCANAAN TEKNIS PEMBANGUNAN JEMBATAN RUAS JALAN
T. ANGGARAN LOKASI
: 2012 : DESA ARDI MULYO (SP IV) - KECAMATAN TANJUNG PALAS UTARA
BENTANG
: 30 M
: DESA ARDI MULYO MULYO (SP IV) MENUJU DESA RUUI RAAYU (SP V)
NO
KODE
SATUAN "
6
PEKE RJ RJ AA AAN PERSIAPAN P%,-&, ", P%',, B#!,D+&%-+ K%%* ", P%&!%,-, P%'#,-&, 8%'*, !' P%'*, 8%'*, "&&* P, ,' P%P%,*&, L! L+,*
; ; ; ; ; ;
L M2 L L B L
7
P#*# D#-'%,* P%-
;
I 1 2 3 4 5
II 1
URAIAN PEKER8AAN
PEKE PEKERJ RJAA AAN N BANG BANGUN UNAN AN ATAS P%-%&, L,*+ 8%'*, (K.300) T!,, T!,, #!# ;12
7OLUME HARGA SATUAN %
1.00 30.00 1.00 1.00 1.00 1.00
8UMLAH HARGA 9%
4<000<000.00 00<000.00 <000<000.00 20<000<000.00 00<000.00 2<000<000.00
4<000<000.00 1<000<000.00 <000<000.00 20<000<000.00 00<000.00 2<000<000.00
L 1.00 1<000<000.00 SUBTOTAL I " KE REKAP (R&)
1<000<000.00 %9"500"000.00
-
43.=00 3>46.06=
2<64<461.1 22<33.0>
11<141<414.06 11<141<414.06 ==<2=<14.11
Anaisa E%-717a
2
P%-%&, B!#- D+&' (K.300) T!,, T!,, !+& D;2 D;2 T!,, T!,, #!# ;10
M3 - -
12.=0 11=04.62 2>.43
2<64<461.1 22<33.0> 22<33.0>
34<420<31>.61 264<104<46.3> 264<104<46.3> 62<1=4<41.2
3
P%-%&, B!#- I,"- (K.300) T!,, T!,, #!# 12;100 T!,, T!,, #!# 12;100
M3 - -
1=.000 1>1.>20 2242.6>1
2<64<461.1 22<33.0> 22<33.0>
4=<140<30.1 42<=6<042.21 0<1<>13.30
4
P%-%&, S,"&, (K.20) T!,, T!,, #!# 12;100 T!,, T!,, #!# 12;100
M3 - -
10.3=0 4=.>=0 4.3=6
2<1<=0>.6 22<33.0> 22<33.0>
26<6><3=4.1> 10<16<260. 10<1==<3=.0
- -
>=4.04 >>.14
16<22.00 22<33.0>
1<>6<=22.40 2<21=<=3.34
M3 - -
.0 =22.32 =22.32
2<104<1>>.2= 22<33.0> 22<33.0>
14<=34<604.>0 1=<3><=34.== 1=<3><=34.==
M3 - - M M
>.>= 44.0= 1024.14 132.00 22.0
2<1<=0>.6 22<33.0> 22<33.0> 4>><0>. 2<>>.00
2<63<=01.2> 10<002<4=.3 22<>13<111.42 6<>3<2=6.60 62<>.0
M3 - -
2. 0.>3 30.4
2<104<1>>.2= 22<33.0> 22<33.0>
<416<20=.>4 1<=6<==.22 6=3<31=.6
M2
1001.64
31<141.=
31<1>2<>44.=1
10.36 122<=61. M SUBTOTAL II " KE REKAP (R&)
1<23<0>1.42 9#9"%!3"$99.59
5
6
P%',, P#* B S,"&, P%',, B%+ A,-%& ,"&, P%-%&, T&#*#& (K.1) T!,, T!,, #!# 12;100 T!,, T!,, #!# 12;100
P%-%&, K%! 8%'*, (K.20) T!,, T!,, #!# 16;100 T!,, T!,, #!# 12;100 8 P%',, P+ G!,+ S,"&, 3 9 P%',, P+ D&+,% 3 7
10
P%',, T+, P%,& 8%'*, (K1) T!,, T!,, #!# 4 10 T!,, T!,, #!# 10;200
11
P%-%&, @* 8%'*,
12
P%-%&, @* -+! ,*- *+, %,&
2
III
PEKERJ PEKERJAAN AAN BANGUN BANGUNAN AN BAWA BAWAH H PEKERJAAN ABUTMENT 1
G!+, T, ,*- A*'%,*
2 3
EI;21
M3
1>2.=
41<=63.>3
=<00<2.6=
U&, P+& * 9 10 '
M3
.01
33<131.30
2<43<6=4. 2<43<6=4.
@#& L,*+ K%& * 9 10 '
M
3
.01
2<1<=0>.6
1=<01<26.62
A*'%,* (K.300) - T!,, T!,, U!+& U!+& D;2 T!,, #!# #!# Ø;1> - T!,, T!,, #!# #!# Ø;16 - T!,,
M3 - - -
>4.=6 1024.>6 660.62 42=>.=>
2<64<461.1 2<64<461.1 22<33.0> 22<33.0> 22<33.0>
23<6>><41=.6= 23<6>><41=.6= 23><>0<36.33 23><>0<36.33 14<=0<000.43 ><>=<06.34
P!* I,- (K.300) T!,, #!# #!# Ø;16 - T!,, T!,, #!# #!# Ø;12 - T!,,
M3 - -
.60 1=.2 1>.62
2<64<461.1 22<33.0> 22<33.0>
14<>6<>=4.4 11<><334.== 4<01=<>.1
S5 A*'%,* (K.300) - T!,, T!,, #!# #!# Ø;16
M3 -
21.00 1213.==
2<64<461.1 22<33.0>
6<163<6>1.6 2<1=<2>4.=
M+,++!% 2020 ' P%',,, M+,+ P+!% A*'%,* P+ D&+,% "+.3 ;0 ' " 5 P%,", M+,+ P+!% S5 A*'%,* 2020 ' &%*-
M3 M M
.20 1=0.00 .00
><03<>=. 2=><611.04 2<>>.00
6><=6<34>.> 2<12><>=.4 13<>>.00
M+,++!% 2020 ' P%',,, M+,+ P+!% S5 A*'%,*
M3 M
3.=4 4=.00
><03<>=. 2=><611.04
3<262<=6.4 13<>01<330.06
4
5
6
7 8 9 10 11
P%,", M+,+ P+!% A*'%,* 2020 ' &%*-
SUBTOTAL III" KE REKAP (R&) IV
920"055"91%.2$
PEKE PEKERJ RJAA AAN N PERK PERKER ERAS ASAN AN a
L+ P#,"+ B K%! B ,*- !%%!+,
b
L+ P#,"+ A* K%! A T%! 1 '
M3 3
M
>
=6<43>.01
$"$##"951.11
2
44<>=.>3
20"11%"%31.01
V
PEKE PEKERJ RJAA AAN N PEN PENGA GASP SPAL ALAN AN a
VI
M%,'& L+ A! B%*#, (L*#,)
M3
>
PEK PEKERJA ERJAA AN OPR OPRIT 1 T+',, T+',, 2 T& T& 3
O&+* 8%'*, 8%'*,
/ S+&+, P,, P,, B*
P,, K5 U!+, 10/10 ; 4 ' " #&+*
M3
60.
232<>0.6
130<6<330.3= 130<6<330.3=
M3
10>.31
1<061<>3.1= 1<061<>3.1=
116<06<10.4> 116<06<10.4>
M
1>2.00
=1<43>.2>
1<636<342.=6
SUBTOTAL V" KE REKAP (R&) JUMLA SUBTOT SUBTOTAL AL VI" KE REKAP REKAP ( 123% 123% ) ( R&)
2!2"2!#"$$#.$3 2"221"2##"%92.5#
RENCANA ANGGARAN BIAYA BIAYA (PEKERJAAN JEMBATAN GELAGAR BAJA6GIRDER) KEGIATAN
: PENINGKATAN JALAN DAN JEMBATAN DI KECAMATAN TANJUNG PALAS UTARA
PEKERJAAN
: PENINGKATAN JALAN DI DESA ARDI MULYO (UPT IV) KEC. TANJUNG PALAS UTA
T. ANGGARAN LOKASI BENTANG
: 2012 : DESA ARDI MULYO (SP IV) - KECAMATAN TANJUNG PALAS UTARA : 30 M
NO I 1 2 3 4 5 6 7 8
URAIAN PEKER8AAN
KODE
SATUAN "
; ; ; ; ; ; ; ;
L M2 L L B L L L
P EK EKERJAAN P ER ERSI AP APAN P%,-&, ", P%',, B#!,D+&%-+ K%%* ", P%&!%,-, P%'#,-&, 8%'*, !' P%'*, 8%'*, "&&* P, ,' P%P%,*&, L! L+,* P%-%&, '#+!++ !* P#*# D#-'%,* P%-
7OLUME %
1.00 30.00 1.00 1.00 1.00 1.00 1.00 1.00
HARGA SATUAN
4<000<000.00 00<000.00 10<000<000.00 100<000<000.00 00<000.00 2<000<000.00 16<000<000.00 1<000<000.00
8UMLAH HARGA 9%
4<000<000.00 1<000<000.00 10<000<000.00 100<000<000.00 00<000.00 2<000<000.00 16<000<000.00 1<000<000.00
29$"500"000.00 II
PEKE PEKERJ RJAA AAN N BANG BANGUN UNAN AN ATAS 1
2
3
4
P%-%&, L,*+ 8%'*, (K.300) T!,, T!,, #!# 12;100 ''
M3 -
43.=00 3>46.06=
2<64<461.1 22<33.0>
11<141<414.06 11<141<414.06 ==<2=<14.11 ==<2=<14.11
-
41000.000
3<400.00
1<33<400<000.00
EI;31
M3 - -
10.3=0 4=.>=0 4.3=6
2<1<=0>.6 22<33.0> 22<33.0>
26<6><3=4.1> 26<6><3=4.1> 10<16<260. 10<16<260. 10<1==<3=.0 10<1==<3=.0
EI;31
- -
>=4.04 >>.14
16<22.00 22<33.0>
1<>6<=22.40 2<21=<=3.34
E%-716.a EI;31
P%-%&, P%-%&, 8%'*, G+&"%& B B%,*, 30 M%*%& M*%&+! %'*, %!& /+&"%&
P%-%&, S,"&, (K.20) T!,, T!,, #!# 12;100 '' T!,, T!,, #!# 12;100 '' P%',, P#* B S,"&, P%',, B%+ A,-%& ,"&,
E%-717.a EI;31
5
P%-%&, T&#*#& (K.1) T!,, T!,, #!# 12;100 '' T!,, T!,, #!# 12;100 ''
EI;1= EI;31 EI;31
M3 - -
.0 =22.32 =22.32
2<104<1>>.2= 22<33.0> 22<33.0>
14<=34<604.>0 1=<3><=34.== 1=<3><=34.== 1=<3><=34.== 1=<3><=34.==
6
P%-%&, K%! 8%'*, (K.20) T!,, T!,, #!# 16;100 '' T!,, T!,, #!# 12;100 ''
E%-717.a EI;31
EI;31
M3 - -
>.>= 44.0= 1024.14
2<1<=0>.6 22<33.0> 22<33.0>
2<63<=01.2> 2<63<=01.2> 10<002<4=.3 10<002<4=.3 22<>13<111.42 22<>13<111.42
E%-243.a
M M
132.00 22.0
4>><0>. 2<>>.00
6<>3<2=6.60 62<>.0
EI;1= EI;31 EI;31
M3 - -
2. 0.>3 30.4
2<104<1>>.2= 22<33.0> 22<33.0>
<416<20=.>4 1<=6<==.22 6=3<31=.6
7 8 9
P%',, P+ G!,+ S,"&, 3 P%',, P+ D&+,% 3 P%',, T+, P%,& 8%'*, (K1) T!,, T!,, #!# 4 10 T!,, T!,, #!# 10;200
10
P%-%&, @* 8%'*,
M2
1001.64
31<141.=
31<1>2<>44.=1
11
P%-%&, @* -+! ,*- *+, %,&
M2
10.36
122<=61.
1<23<0>1.42 2"020"9$3"199.21
III
PEKERJ PEKERJAAN AAN BANGUN BANGUNAN AN BAW BAWAH PEKERJAAN ABUTMENT
EI;311
M3
U&, P+& B, #&# * 9 10 ' @#& L,*+ K%& * 9 10 ' (K 20)
1
G!+, T, ,*- A*'%,*
2 3
1>2.=
4><13=.=>
><42<>>4.62
E%-241a
3
M
.01
33<131.30
2<43<6=4. 2<43<6=4.
E%-717.a
M3
.01
2<1<=0>.6 2<1<=0>.6
1=<01<26.62 1=<01<26.62
A*'%,* (K.300) - T!,, T!,, U!+& U!+& D;2 T!,, #!# #!# Ø;1> - T!,, T!,, #!# #!# Ø;16 - T!,,
E%-716.a EI;31 EI;31 EI;31
M3 - - -
>4.=6 1024.>6 660.62 42=>.=>
2<64<461.1 2<64<461.1 22<33.0> 22<33.0> 2 22 2<33.0>
23<6>><41=.6= 23<6>><41=.6= 23><>0<36.33 23><>0<36.33 14 14<=0<000.43 ><>=<06.34
P!* I,- (K.300) T!,, #!# #!# Ø;16 - T!,, T!,, #!# #!# Ø;12 - T!,,
E%-716.a EI;31 EI;31
M3 - -
.60 1=.2 1>.62
2<64<461.1 2<64<461.1 22<33.0> 22<33.0>
14<>6<>=4.4 14<>6<>=4.4 11 11<><334.== 4<01=<>.1
E%-716.a EI;31
M3 -
21.00 1213.==
2<64<461.1 2<64<461.1 2 22 2<33.0>
6<163<6>1.6 6<163<6>1.6 2<1=<2>4.=
M+,++!% 2020 ' EI;6" P%',,, M+,+ P+!% A*'%,* P+ D&+,% "+.3 ;0 ' " 5 E%-243.a P%,", P%,", M+,+ P+!% S5 A*'%,* 2020 ' &%*-
M3 M M
=.64 216.00 .00
><03<>=. 2=><611.04 2<>>.00
=3<=40<=1>.1 62<<>=.2> 13<>>.00
M+,++!% 2020 ' P%',,, M+,+ P+!% S5 A*'%,*
M3 M
3.=4 4=.00
><03<>=. 2=><611.04
3<262<=6.4 13<>01<330.06
4
5
6
S5 A*'%,* (K.300) #!# #!# Ø;16
T!,, - T!,, 7 8 9 10 11
P%,", P%,", M+,+ P+!% A*'%,* 2020 ' &%*-
EI;6"
9%5"#5$"#%#.!! IV
PEKER PEKERJA JAAN AN PERKE PERKERA RASA SAN N a b
V
L+ P#,"+ B K%! B ,*- !%%!+, L+ P#,"+ A* K%! A T%! 1 '
EI;12
M3
36
=6<43>.01
31"155"#0%.%3
EI;11
M3
2
=6><610.6>
23"%$9"%##.$! 5%"!35"293.19
PEKE PEKERJ RJAA AAN N PENG PENGAS ASP PALAN ALAN a
L+, ! %&%-*
E%-612.a
L*
36
1=<>63.1
!#2"!$3.%!
b
L+, A! @#,&%*%;B% @#* (A@B@)
E%-636.a
M3
>
1<0<33.12
15"3!!"03%.0% 1!"0%#"$0$.50
EI;321
M3
60.
232<>0.6
130<6<330.3= 130<6<330.3=
E%-22 a EI;61
M3 M
10>.31 320.00
1<061<>3.1= 1<061<>3.1= =1<43>.2>
116<06<10.4> 116<06<10.4> 26<060<1.43
VI
PEK PEKERJA ERJAA AN OPR OPRIT 1 T+',, T+',, 2 T& T& 3
O&+* 8%'*, 8%'*,
/ S+&+, P,, P,, B* B* P,, K5 U!+, 10/10 ; 4 ' " #&+*
2$2"!93"00$.30 3"!0$"$0#"055.#!
REKAPITULASI REKAPITULAS I RENCANA ANGGARAN BIAYA BIAYA ENGINEER O ESTIMATE (EE) KEGIA EGIAT TAN
: PEM PEMB BANGU ANGUNA NAN N JALA JALAN N DAN DAN JEM JEMBAT BATAN KEC. EC. TA TANJUN NJUNG G PALAS LAS BA BARAT RAT" PES PESO O IL ILIR IR DAN DAN P
PEKERJ ERJAAN
: PE PERENCANAAN TE TEKNIS PE PEMBANGUNAN JE JEMBATAN RU RUUI RA RAAYU SP SP V
T. ANGGARAN
: 201%
LOKASI
: KEC. TANJUNG PALAS UTARA
BENTANG
: 20 M
NO
URAIAN
BA B I BAB II BAB III BAB I7 (A) (B)
PEKER8A AN PERSIAPAN PEKER8A AN BANGUNAN ATAS PEKER8A AN BANGUNAN BAWAH PEKER8A AN OPRIT JUMLA DIBULATKAN ( R&)
JUMLA ( RP ) 10<64<410.40 1<4=6<216<44>. 646<=1<=36. 2><312<0>6.>0 2"5%3"01#"$93.#2 2"5%3"01#"000.00
TERBILANG : DUA MILYAR LIMA RATUS EMPAT PULUH TIGA JUTA DELAPAN BELAS RIBU RUPIAH
D+%&+- O!%< PE8ABAT PELAKSANA TEKNIS KEGIATAN DPU.KABUPATEN BULUNGAN
T,, T,, S%!#&< .................. 2014 D+* O!%< KONSULTAN PEREN@ANA PT.S'EEB PLAN TRIALINDO
ER'IN ERNANDA" ST NIP. NIP. 1>0=0 200212100=
ENDA 'AYUNI"ST D+&%-*& U*'
D+-%*+ O!%< PE8ABAT PEMBUAT KOMITMEN (PPK) DPU.KABUPATEN BULUNGAN
KHAIRUL, ST, MT
NIP. NIP. 19710125 199803 1 002
RENCANA ANGGARAN BIAYA (PEKERJAAN JEMBATAN GELAGAR BAJA6GIRDER) KEGIATAN
:PENINGKATAN JALAN DAN JEMBATAN DI KECAMATAN TANJUNG PALAS UTARA
PEKERJAAN
:PERENCANAAN TEKNIS PEMBANGUNAN JEMBATAN RUAS JALAN : DESA ARDI MULYO MULYO (SP IV) MENUJU DESA RUUI RAAYU RAAYU (SP V)
T. ANGGARAN LOKASI BENTANG
NO
: 2012 : DESA ARDI MULYO (SP IV) - KECAMATAN TANJUNG PALAS UTARA : 30 M
URAIAN PEKER8AAN
KODE
SATUAN "
6
PEKERJAAN PERSIAPAN P%,-&, ", P%',, B#!,D+&%-+ K%%* ", P%&!%,-, P%'#,-&, 8%'*, !' P%'*, 8%'*, "&&* P, ,' P%P%,*&, L! L+,*
; ; ; ; ; ;
L M2 L L B L
7
P%-%&, '#+!++ !*
;
L
E%-716.a EI;31
M3 -
I 1 2 3 4 5
II
7OLUME %
HARGA SATUAN
1.00 0.00 1.00 1.00 1.00 1.00
8UMLAH HARGA 9%
4<000<000.00 1<000<000.00 10<000<000.00 0<000<000.00 00<000.00 2<000<000.00
4<000<000.00 0<000<000.00 10<000<000.00 0<000<000.00 00<000.00 2<000<000.00
16<000<000.00
16<000<000.00 2#1"500"000.00
2.00 32.241 32.241
2<64<461.1 2<64<461.1 22<33.0>
140<40><22>.1> 140<40><22>.1> 2<=4<40.4 2<=4<40.4
- - -
4111.000 4111.000 4111.000
32<40.00 <00.00 10<000.00
1<33<34><>0.00 226<330<00.00 411<10<000.00
EI;31
M3 - -
13.200 4=4.302 6==.=26
2<1<=0>.6 2<1<=0>.6 22<33.0> 22<33.0>
33<>4<==.42 33<>4<==.42 10<=3<330.11 10<=3<330.11 1<411<13.3 1<411<13.3
EI;31
- -
>=4.04 >>.14
16<22.00 22<33.0>
1<>6<=22.40 2<21=<=3.34
1.00 SUBTOTAL I " KE REKAP (R&)
PEKERJAAN BANGUNAN ATAS 1
P%-%&, P%-%&, L,*+ 8%'*, (K.300) T!,, T!,, #!# 12;100 12;100 '' P%-%&, P%-%&, 8%'*, G+&"%& B B%,*, 30 M%*%& P%,", M*%&+! %'*, %!& /+&"%& P%',, 8%'*, G+&"%& B 30 M#+!++ '*%&+! %'*, +&"%& '+ !#-+
2
3
P%-%&, S,"&, (K.20) T!,, T!,, #!# 12;100 12;100 '' T!,, T!,, #!# 12;100 12;100 '' P%',, P#* B S,"&, P%',, B%+ A,-%& ,"&,
4
E%-717.a EI;31
5
P%-%&, T&#*#& (K.1) T!,, T!,, #!# 12;100 12;100 '' T!,, T!,, #!# 12;100 12;100 ''
EI;1= EI;31 EI;31
M3 - -
.31 =22.32 =22.32
2<104<1>>.2= 22<33.0> 22<33.0>
1<3>0<113.1 1=<3><=34.== 1=<3><=34.== 1=<3><=34.== 1=<3><=34.==
6
P%-%&, K%! 8%'*, (K.300) T!,, T!,, #!# 16;100 16;100 '' T!,, T!,, #!# 12;100 12;100 ''
E%-716.a EI;31
EI;31
M3 - -
2.13 223.4 6.0
2<64<46 2<64<461.1 1.1 22<33.0> 22<33.0>
<6=3<23 <6=3<230.1 0.1 <001<243.6 <001<243.6 1<4<2>4.64 1<4<2>4.64
E%-243.a
M M
132.00 22.0
4>><0>. 30<=>.00
6<>3<2=6.60 6>2<2.0
EI;1= EI;31 EI;31
M3 - -
2. 0.>3 30.4
2<104<1>>.2= 22<33.0> 22<33.0>
<416<20=.>4 1<=6<==.22 1<=6<==.22 6=3<31=.6 6=3<31=.6
P%',, P+ G!,+ S,"&, 3 P%',, P+ D&+,% 3
7 8 9
P%',, T+, P%,& 8%'*, (K1) T!,, T!,, #!# 4 10 T!,, T!,, #!# 10;200 10;200
10
P%-%&, @* 8%'*,
M2
1001.64
31<141.=
31<1>2<>44.=1
11
P%-%&, @* -+! ,*- *+, %,&
M2
10.36
122<=61.
1<23<0>1.42 2"%35"9$0"30%.11
SUBTOTAL II " KE REKAP (R&)
III
PEKERJAAN BA BANGUNAN BA BAWAH PEKERJAAN ABUTMENT 1
G!+, T, ,*- A*'%,*
EI;311
M3
1>2.=
4><13=.=>
2
U&, P+& B, #&# * 9 10 '
E%-241a
M3
.01
33<131.30 33<131.30
2<43<6=4. 2<43<6=4.
3
@#& L,*+ K%& * 9 10 ' (K 20)
E%-717.a
M3
.01
2<1<=0>.6 2<1<=0>.6
1=<01<26.62 1=<01<26.62
A*'%,* (K.300) U!+& D;2 D;2 T!,, #!# #!# Ø;1> - T!,, T!,, #!# #!# Ø;16 - T!,,
E%-716.a EI;31 EI;31 EI;31
M3 - - -
>4.=6 1024.>6 1024.>6 660.62 42=>.=>
2<64<461.1 2<64<461.1 22<33.0> 22<33.0> 22<33.0> 22<33.0>
23<6>><41=.6= 23<6>><41=.6= 23><>0<36.33 23><>0<36.33 14<=0<000.43 ><>=<06.34
P!* I,- (K.300) T!,, #!# #!# Ø;16 - T!,, T!,, #!# #!# Ø;12 - T!,,
E%-716.a EI;31 EI;31
M3 - -
2.=0 4=4.62 1>.62
2<64<461.1 2<64<461.1 22<33.0> 22<33.0>
<4==<4>2.22 <4==<4>2.22 10<=42<3>1.06 4<01=<>.1
E%-716.a EI;31
M3 -
4.6 113.0
2<64<461.1 2<64<461.1 22<33.0>
12<3<122.>3 12<3<122.>3 2<44><3=.63
M+,++!% 2020 ' P%',,, M+,+ P+!% A*'%,* P+ D&+,% "+.2 ;0 ' " 5 P%,", M+,+ P+!% S5 A*'%,* 2020 ' &%*-
EI;6"
M3 M M
=.64 216.00 2=.00
><03<>=. 2=><611.04 30<=>.00
=3<=40<=1>.1 62<<>=.2> =62<0>2.00
M+,++!% 2020 ' P%',,, M+,+ P+!% S5 A*'%,*
EI;6"
M3 M
1.>2 4=.00
><03<>=. 2=><611.04
1=<631<2>3.22 13<>01<330.06
4
- T!,, T!,,
5
6
S5 A*'%,* (K.300) #!# #!# Ø;16
T!,, - T!,, 7 8 9 10 11
P%,", M+,+ P+!% A*'%,* 2020 ' &%*-
E%-243.a
SUBTOTAL III" KE REKAP (R&) IV
><42<>>4.62
#$%"!9$"$31.%1
PEKERJAAN PERKERASAN a
L+ P#,"+ B K%! B ,*- !%%!+,
EI;12
M3
14.4
=6<43>.01
12"%!2"321.$$
b
L+ P#,"+ A* K%! A T%! 1 '
EI;11
M3
10.=
=6><610.6>
9"391"$95.50 21"#5%"11$.2#
SUBTOTAL IV" KE REKAP (R&) V
PEKERJAAN PE PENGASPALAN a
L+, ! %&%-*
E%-612.a
L*
36
1=<>63.1
!#2"!$3.%!
b
L+, A! @#,&%*%;B% @#* (A@B@)
E%-636.a
M3
>
1<0<33.12
15"3!!"03%.0% 1!"0%#"$0$.50
SUBTOTAL V" KE REKAP (R&) VI
PEKERJAAN OPRIT 1 T+',, O&+* 2 T& T& 3
8%'*,
/ S+&+, P,, P,, B*
P,, K5 U!+, 10/10 ; 2 ' " +&+,
EI;321
M3
3=3.2
232<>0.6 232<>0.6
=><324<0.= =><324<0.=
E%-22 a
M3
>.30
1<061<>3.1= 1<061<>3.1=
103<326<4=.0 103<326<4=.0
EI;61
M
=1<43>.2>
13<030<2=.1 205"!#1"%$9.19
160.00 SUBTOTAL VI" KE REKAP (R&)
JUMLA SUBTOT SUBTOTAL AL VI" KE REKAP REKAP ( 123%5! 123%5! ) ( R&) R&)
3"#35"$52"339.%9
REKAPITULASI REKAPITULAS I RENCANA ANGGARAN BIAYA BIAYA ENGINEER ESTIMATE
KEG KEGIAT IATAN
:PEN :PENIN INGK GKA ATAN JALA JALAN N DAN DAN JEMB JEMBA ATAN DI KECA KECAMA MAT TAN TANJUN NJUNG G PALAS LAS UTA UTARA
PEKERJAA JAAN
:PERENCANAAN TEKN EKNIS PEMBANGUNAN JEMB EMBATAN RUAS JALAN : DESA ARDI MULYO MULYO (SP IV) MENUJU DESA RUUI RAAYU (SP V)
T. ANGGARAN
: 2012
LOKASI
: DESA ARDI MULYO (SP IV) - KECAMATAN TANJUNG PALAS UTARA
TARGET PANJANG
: 30 M
NO BA B BA B BA B BA B BA B BA B
I II III I7 7 7I
(A) (B)
JUMLA ( RP )
URAIAN PEKER8A AN PERSIAPAN PEKER8A AN BANGUNAN ATAS PEKER8A AN BANGUNAN BAWAH PEKER8A AN PERKERASAN PEKER8A AN PENGASPALAN PEKER8A AN OPRIT
2=1<00<000.00 2<43<>0<304.11 =4<6><31.41 21<=4<11.2= 16<04=<0.0 20<6=1<4>.1>
JUMLA DIBULATKAN ( R&)
3"#35"$52"339.%9 3"#35"$52"000.00
RBILANG : TIGA MILYAR MILYAR DELAPAN RATUS RATUS TIGA PULUH LIMA JUTA TUJUH RATUS LIMA PULUH DUA DUA RIBU RUPI
D+%&+- O!%< PE8ABAT PE8ABAT PEL AKSANA TEKNIS KEGIATAN DPU.KABUPATEN BULUNGAN
T,, T,, S%!#&< 8,+ 2012 D+* O!%< KONSULTAN PEREN@ANA CV.SAINS ART CONSULINDO
PELMI SULTA" ST NIP. NIP. 1>=30313 200= 03 200
ANIK ARIIYANTO W-+! D+&%-*&
D+-%*+ O!%< PE8ABAT PEMBUAT KOMITMEN (PPK) DPU.KABUPATEN BULUNGAN
. AINAL ABIDIN MD" ST" ST" MS NIP. NIP. 1>60106 1> 02 1001
*E%ATA $E*ERAA T. AARA A ARA L*AS% BETA NO a
UAI UAIAN AN PEKE PEKEJ JAA AAN N b
SA%UAN c
EAKDON VOLUME
Ls Ls 2 Ls Ls B8 Ls Ls
1 42 1 1 1 1 1
3
42
2 $&'&/aan Lantai &m"atan (*.300) T#anan poos :16-200 mm T#anan poos :12-100 mm T#anan poos :16-200 mm $&'& $&'&/ /aa aan n &m &m"a "ata tan n i id& d& Ba/ Ba/a a B&n B&nta tan n 20 & &t& t& 1 $&nadaan dan p&m p&masanan asanan &aa /&m"atan
3
2!.327012
'
36!1.21!7
'
2067
2 $&'&/aan $&'&/aan Sanda Sandaan an (*.250) (*.250)
3
0.173;21.2;2
T#anan poos :13-100 mm T#anan poos ! :12 mm
' '
2.25;(21.2,0.1+1);1.04;2 !;21.2;0.7;2
3 $&'&/aan co antai /&m"atan /&m"atan (*.300) (*.300) T#anan po'o' :16-200 mm T#anan s&n'an :13-150 mm
3 ' '
1.1;21.2 (7.4,0.2+1);2;21.2;1.5 (21.2,0.15+1);1.04;15
4 $&masanan $ost Ba/a Sandaan ($ipa a
' 3 2 2 ' '
21.2;4 4;0.26;2;2.!;21.2 0.1215;21.2;2 30 30 0.7;6;21.2;2 (21.2,0.15+1);0.62;1.3;2
6 *&paa *&paa &m"atan &m"atan (* (*.300) .300) T#anan poos :-16 T#anan poos :-12
3 ' '
0.5;2.435;4 (3,0.2+1);1.5;2.3;4 12;0.7;3;4
= = 3 2 2 ' ' 2 2
125 (21.2,2;2);0.3 0.0225;1.3;30 13.4706 13.4706 4;0.62;1;30 (1,0.2+1);0.3!3;21.2;(2;3.14;0.075) 21;2+26;2+3.5;;2+2;+4.5; 4;0.15;1.3;30
1 2 3 4 -
$E*E $E*ER RAA AA BA BA9 9A A BA BAA $E*ERAA AB9TET ai aia an Tan Tana8 a8 #nt #nt#' A"# "#tm tm&n &ntt 9# 9#an an $asi $asi Ba8 Ba8an an po poo o#s #s t 15 15 cm cm ?o Lan Lantai tai *& *&/a /a t 10 cm (* 25 250) 0) A"#tm&nt (*.300) B&'istin a"#tm&nt Bon' a a "& "&' is istin a" a"#tm&nt T#anan 9i -16 T#anan 9i -1!
3 3 3 3 2 2 ' '
5.2;;2+5.2;0.5;4 2.!;0.15;;2 2.!;0.1;;2 3.7;2; 424 424 54.33;1.5;0.!;2+;21;1.5;2 (54. (54.33 33;2 ;2.2 .23; 3;(3 (3.7 .74+ 4+5. 5.1! 1!+2 +2.! .!+ +4. 4.0 0+2 +2.! .!+2 +2.2 .2+ +1. 1.74 74+5 +5.0 .01) 1)+5 +52; 2;; ;2. 2.23 23+5 +54. 4.33 33;2 ;2.2 .23; 3;2. 2.27 27); );2 2
5
$at %n/a' (*.300)
3
0.46;7;2
' ' 3
(7,0.2+1);4.!;1.5;2 24;7;0.7;2 0.!;2.3;4
' '
(2.3,0.2+1);6;1.5;4
3 =
7.6 1!2
% 1 1 2 3 3 3 4 5
%%
-
-
$E*ERAA $ERS%A$A o"iisasi o"iisasi dan dan &mo"iisasi &mo"iisasi $&n#'#an $&n #'#an dan $&masanan $&masanan Bopan' Bopan' i&'si i&'si *&&t dan $&&n $&&n'apan 'apan $&m"on'a $&m" on'aan an &m"atan &m"atan ama $&m"#ata $&m" #atan n &m"atan da#at da#at $apan $apa n ama ama *&iatan *&iatan $&nat#a $&n at#an n La# Lintas Lintas $&'&/aan $&'&/aan mo"iisas mo"iisasii aat
$E*ER *ERA AA BA9 9A A ATAS 1 $&m"on'a $&m"on'aan an B&ton B&ton
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T#anan poos :-16 T#anan poos :-12 7 SaCap A"#tm&nt A"#tm&nt (*.300) (*.300)
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T#anan poos :-16 T#anan poos :-16 $&nadaan ini $i& A"#tm&nt 2020 cm pac&ta' inipi& 2020 cm ! $&ma $&mancan ncanan an ini $i& A"#tm&nt A"#tm&nt
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