RINCIAN RENCANA ANGGARAN BIAYA KEGIA KEGIATAN
: PEMBAN PEMBANGUNAN GUNAN SARANA SARANA DAN PRASARANA PRASARANA RUMAH SAKIT SAKIT KORDIN KORDINDHA DHA MEDICA MEDICA CIAWI - TASIKMALAY TASIKMA LAYA A
PEKERJ PEKERJAAN AAN : PEMBANG PEMBANGUNA UNAN N JEMBA JEMBATAN TAHUN
: 201 1
PENAWAR
NO
URAIAN PEKERJAAN
KODE ANALISA
SAT
VOL.
1
2
3
4
5
HARGA SAT. R'(
6
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1
Pembersihan Pembersihan Lahan/Semak dan Perataan
A-03
m2
8 0 0 .0 0
8 ,0 0 0
2
Pengu enguku kurran dan dan Pem Pemas asan ang gan !u !u"# "#$a $ank nk
A-01
m%
11 110.00
5&,500
3
Pembuatan 'i 'ireksi (eet
A-06
m2
) 2 .0 0
& 50 ,00 0 JUMLAH PE
II
PEKE PEKERJ RJAA AAN N POND PONDAS ASII PAN PANCA CANG NG DIA. DIA. 40CM 40CM
1
Peng Pengada adaan an *iang *iang Pan+ Pan+ang ang 'ia 'ia 40 40 +m +m et et!n !n ( - 500
'ihitung
m%
2,484.00
3 3 6 ,0 0 0
2
ia iaa #a #ah h Peman+angan
'ihitung
m%
2,484.00
2 4 0 ,0 0 0
3
#ah #ah Pemb Pemb!b !b!$ !$an an (e#a (e#a$a $a *ian *iang g Pan Pan+a +ang ng
'ihitung
k
138. 138.00 00
60, 60,000 000
4
!bi !bi$is $isas asii dan 'em 'em!b !bi$i i$isa sasi si A$at A$at dan dan ate ateria ria$$ Pan+ Pan+an ang g
'ihitung
Ls
1.00
2 ) ,5 0 0 ,0 0 0
JUMLAH PEKERJAAN TOTAL JUMLAH B. PEKERJAAN STANDAR I
PEKER EKERJJAAN AAN GALI GALIAN AN DAN URUGAN UGAN
1
rug rugan an *an *anah ah Pi$ Pi$ih ihan an Pen Pengi gisi si in ing g a$ a$$$
-15
m3
3 6 1 .6 )
1 85 ,00 0
2
a$i a$ian an *ana *anah h Struk Struktur tur P!n P!ndas dasii emba embata tan n Abu Abutm tmen en-1 -1
-02
m3
5 4 2 .5 0
28,680
3
a$i a$ian an *ana *anah h Struk Struktur tur P!n P!ndas dasii emba embata tan n Abu Abutm tmen en-2 -2
-02
m3
5 4 2 .5 0
28,680
4
rug rugan an Pasi Pasirr 'ib 'iba" a"ah ah !!t !!t Abutm Abutmen en-1, -1, t 10 +m
-11
m3
1 1 .1 )
1 40 ,00 0
5
rug rugan an Pasi Pasirr 'ib 'iba" a"ah ah !!t !!t Abutm Abutmen en-2, -2, t 10 +m
-11
m3
1 1 .1 )
1 40 ,00 0
JUMLAH PEKERJAAN G II 2.1
1
PEKER EKERJJAAN AAN PON POND DASI ASI & BET BETON S!-"#$%#$
P!nda !ndasi si !!t !!t P$a P$atte Abu Abutm tmen entt-1 'ihit. -36
m3
8 & .) 0
) &0 ,00 0
-*u$angan -*u$angan 200 kg /m3
-25
(g
1),& ),&40. 40.00
11, 11,880 880
-ekisng
-28
m2
4 1 .& 4
1 43 ,40 0
'ihit. -36
m3
8 & .) 0
) &0 ,00 0
-*u$angan -*u$angan 200 kg /m3
-25
(g
1),& ),&40. 40.00
11, 11,880 880
-ekisng
-28
m2
4 1 .& 4
1 43 ,40 0
'ihit. -36
m3
& 6 .) 5
) &0 ,00 0
- 7!r et!n (-300
2
P!nda !ndasi si !! !! P$a P$atte Abu Abutm tmen entt-2 - 7!r et!n (-300
3
'inding Abutment-1 - 7!r et!n (-300
4
-*u$angan -*u$angan 200 kg /m3
-25
(g
1&,3 &,350. 50.00
11, 11,880 880
-ekisng
-30
m2
1 5 5 .1 0
2 50 ,00 0
'ihit. -36
m3
& 6 .) 5
) &0 ,00 0
-*u$angan -*u$angan 200 kg /m3
-25
(g
1&,3 &,350. 50.00
11, 11,880 880
-ekisng
-30
m2
1 5 5 .1 0
2 50 ,00 0
'ihit. -36
m3
1 8 .0 0
) &0 ,00 0
-*u$angan -*u$angan 200 kg /m3
-25
(g
3,600.00
11,880
-ekisng
-30
m2
8 3 .1 6
2 50 ,00 0
'ihit. -36
m3
1 8 .0 0
) &0 ,00 0
-*u$angan -*u$angan 200 kg /m3
-25
(g
3,600.00
11,880
-ekisng
-30
m2
8 3 .1 6
2 50 ,00 0
'ihit. -36
m3
).35
) & 0 ,0 0 0
-*u$angan -*u$angan 150 kg /m3
-25
(g
1,102.50
11,880
-ekisng
-30
m2
6 1 .6 0
2 50 ,00 0
'inding Abutment-2 - 7!r et!n (-300
5
(e#a$a Ab Abutment-1 - 7!r et!n (-300
6
(e#a$a Ab Abutmnet-2 - 7!r et!n (-300
)
ing a a$$ Ab Abutment-1 - 7!r et!n (-300
8
ing a a$$ Ab Abutment-2 'ihit. -36
m3
).35
) & 0 ,0 0 0
-*u$angan -*u$angan 150 kg /m3
-25
(g
1,102.50
11,880
-ekisng
-30
m2
6 1 .6 0
2 50 ,00 0
'ihit. -36
m3
2 2 .5 0
) &0 ,00 0
-*u$angan -*u$angan 150 kg /m3
-25
(g
3,3)5.00
11,880
-ekisng
-28
m2
&.00
1 ) 2 ,0 0 0
'ihit. -36
m3
2 2 .5 0
) &0 ,00 0
-*u$angan -*u$angan 150 kg /m3
-25
(g
3,3)5.00
11,880
-ekisng
-28
m2
&.00
1 ) 2 ,0 0 0
11
Lant Lantai ai (er (er:a :a t 10 10 +m Abut Abutmn mnet et-1 -1
-01
m3
1 1 .1 )
6 25 ,00 0
12
Lant Lantai ai (er (er:a :a t 10 10 +m Abut Abutmn mnet et-2 -2
-01
m3
1 1 .1 )
6 25 ,00 0
- 7!r et!n (-300
&
Pe$at $at 9n:ak Abutmn tmnet-1 - 7!r et!n (-300
10
Pe$a e$at 9n: 9n:ak ak Abut Abutmn mne et-2 - 7!r et!n (-300
JUMLAH PEKERJ 2.2.
U'-S#$%#$
2.2. 2.2.1. 1. B)*+ B)*+% % G,$ G,$ $( $(
1
a$!k irder tama 'ihit. -36
m3
253 253.80
840, 840,0 000. 00.00
-*u$angan -*u$angan 300 kg /m3
-25
(g
)6,1 )6,140 40.0 .00 0
11,8 11,880 80.0 .00 0
-ekisng
-31
m2
1,18 1,184. 4.40 40
2&2, 2&2,50 500. 0.00 00
'ihit. -36
m3
42.0 2.00
840, 840,0 000. 00.00
-*u$angan -*u$angan 300 kg /m3
-25
(g
12,6 12,600 00.0 .00 0
11,8 11,880 80.0 .00 0
-ekisng
-31
m2
222 222.00
2&2, 2&2,5 500. 00.00
'ihit. -36
m3
141 141.00
840, 840,0 000. 00.00
-*u$angan -*u$angan 250 kg /m3
-25
(g
35,2 35,250 50.0 .00 0
11,8 11,880 80.0 .00 0
-ekisng
-32
m2
3&4 3&4.80
458, 458,0 000. 00.00
'ihit. -36
m3
14.4 4.40
840, 840,0 000. 00.00
-*u$angan -*u$angan 100 kg /m3
-25
(g
1,4 1,440. 40.00
11,8 1,880. 80.00
-ekisng
-31
m2
100 100.00
2&2, 2&2,5 500. 00.00
- 7!r et!n (-350
2
a$! a$!k Anak 'iara ragma - 7!r et!n (-350
3
Pe$at Lantai - 7!r et!n (-350
4
et! et!n n tum#u tum#uka kan n dan dan ges geser er untuk untuk e$as e$ast! t!me merr - 7!r et!n (-350
JUMLAH PEKER 2.2. 2.2.2. 2. P*/ */% %)' )'
1
*r!t! r!t!ir ir bet! bet!n n 1 ; 2 ; 3 set setar ara a (-1 (-1)5 )5 'ihit. -36
m3
6.) 6.))
523, 523,3 300. 00.00
-*u$angan
-25
(g
1,3 1,353. 53.60
11,8 1,880. 80.00
-ekisng
-32
m2
10.6 0.60
458, 458,0 000. 00.00
'ihit. -36
m3
1.8 1.88
)&0, )&0,0 000. 00.00
-*u$angan
-25
(g
20) 20).68
11,8 1,880. 80.00
-ekisng
-2&
m2
11.) 1.)6
156, 156,0 000. 00.00
'ihit. -36
m3
5.) 5.)6
523, 523,3 300. 00.00
-25
(g
5)6 5)6.00
11,8 1,880. 80.00
- 7!r et!n (-1)5
2
'ind 'indin ing/P g/P!n !nda dasi si Sand Sandar aran an emb embat atan an - 7!r et!n (-300
3
L!ne L!neng ng bet! bet!n n 1 ; 2 ; 3 set setar ara a (-2 (-225 25 - 7!r et!n (-225 -*u$angan
-ekisng
-30
m2
32.64
258,000.00
4
<=#an!n !int
'ihitung
m%
60.00
600,000.00
5
Pi#a sandaran besi standar inamarga
'ihitung
m%
112.80
300,000.00
6
Per$etakan <$ast!mer *#e >A>
'ihitung
bh
36.00
10,000,000.00
)
'rain #i#e P?7 sekua$itas @u+ika
'ihitung
m%
24.00
1)5,000.00
8
S#aring insta$$asi $istrik
Ls
$s
1.00
)50,000.00
&
P$esteran A+ian L!neng, 1 ; 3
<-13
m2
3&.1)
53,000.00
10
P$esteran ang sandaran
<-13
m2
11.)6
53,000.00
11
7at *iang sandaran
B-14
m2
11.)6
48,000.00
12
7at L!neng
B-14
m2
3&.1)
48,000.00 JUMLAH PEK
JUMLAH C. PEKERJAAN LAIN-LAIN
1
iaa Peri:inan ke PS'A (abu#aten *asikma$aa
Ls
Ls
1.00
10,000,000.00
2
Pembuatan a$a/embatan Sementara
Ls
Ls
1.00
50,000,000.00
3
Pembendungan Sungai se$ama #r!ses Pek. Abutment
Ls
Ls
1.00
40,000,000.00
4
Pembersihan bekas-bekas #embangunan
Ls
Ls
1.00
25,000,000.00 JUMLAH PE
JML. HARGA R'(
JML. BIAYA
)
R'(
8
6,400,000 6,545,000 68,400,000 ERJAAN PERSIAPAN
81,345,000.00
834,624,000 5&6,160,000 8,280,000 2),500,000 PONDASI MINI PILE
1,466,564,000.00
PEK.NON STANDAR
1430000.00
66,&08,&50 15,558,&00 15,558,&00 1,564,044 1,564,044 LIAN DAN URUGAN
)0,863,000.00 213,12),200.00 6,014,1&6.00 )0,863,000.00 213,12),200.00 6,014,1&6.00 )6,432,500.00
10114563.20
22&,8)8,000.00 38,))5,000.00 )6,432,500.00 22&,8)8,000.00 38,))5,000.00 14,220,000.00 42,)68,000.00 20,)&0,000.00 14,220,000.00 42,)68,000.00 20,)&0,000.00 5,806,500.00 13,0&),)00.00 15,400,000.00
5,806,500.00 13,0&),)00.00 15,400,000.00 1),))5,000.00 40,0&5,000.00 1,548,000.00 1),))5,000.00 40,0&5,000.00 1,548,000.00 6,&81,250.00 6,&81,250.00 AN SUB-STRUKTUR
172314272.00
213,1&2,000.00 &04,543,200.00 346,43),000.00 35,280,000.00 14&,688,000.00 64,&35,000.00 118,440,000.00 418,))0,000.00 180,818,400.00 12,0&6,000.00 1),10),200.00 2&,250,000.00 JAAN UP-STRUKTUR
3,542,)41.00 16,080,)68.00 4,854,800.00 1,485,200.00 2,46),238.40 1,834,560.00 3,014,208.00 6,842,880.00
2407500.00
8,421,120.00 36,000,000.00 33,840,000.00 360,000,000.00 4,200,000.00 )50,000.00 2,0)6,010.00 623,280.00 564,480.00 1,880,160.00
ERJAAN PELENGKAP
45543344.40
OTAL PEK.STANDAR
4303661334.70
10,000,000.00 50,000,000.00 40,000,000.00 25,000,000.00 KERJAAN LAIN-LAIN
12000000.00
JUMLAH TOTAL
7650240334.70
Andreas
RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDICA CIAWI - TASIKMALAYA
PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN
: 2011
PENAWAR
NO
URAIAN PEKERJAAN
KODE ANALISA
SAT
VOL.
1
2
3
4
5
HARGA SAT. R'(
6
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1
Pembersihan Lahan/Semak dan Perataan
A-03
m2
800.00
&,000
2
Pengukuran dan Pemasangan !u"#$ank
A-01
m%
110.00
65,000
3
Pembuatan 'ireksi (eet
A-06
m2
)2.00
1,100,000 JUMLAH PE
II
PEKERJAAN PONDASI PANCANG DIA. 40CM
1
Pengadaan *iang Pan+ang 'ia 40 +m et!n ( - 500
'ihitung
m%
2,484.00
450,000
2
iaa #ah Peman+angan
'ihitung
m%
2,484.00
260,000
3
#ah Pemb!b!$an (e#a$a *iang Pan+ang
'ihitung
k
138.00
60,000
4
!bi$isasi dan 'em!bi$isasi A$at dan ateria$ Pan+ang
'ihitung
Ls
1.00
2),500,000
JUMLAH PEKERJAAN TOTAL JUMLAH B. PEKERJAAN STANDAR I
PEKERJAAN GALIAN DAN URUGAN
1
rugan *anah Pi$ihan Pengisi ing a$$
-15
m3
361.6)
185,000
2
a$ian *anah Struktur P!ndasi embatan Abutmen-1
-02
m3
542.50
28,680
3
a$ian *anah Struktur P!ndasi embatan Abutmen-2
-02
m3
542.50
28,680
4
rugan Pasir 'iba"ah !!t Abutmen-1, t 10 +m
-11
m3
11.1)
165,000
5
rugan Pasir 'iba"ah !!t Abutmen-2, t 10 +m
-11
m3
11.1)
165,000
JUMLAH PEKERJAAN G II 2.1
1
PEKERJAAN PONDASI & BETON S!-"#$%#$
P!ndasi !!t P$ate Abutment-1 'ihit. -36
m3
8&.)0
850,000
-*u$angan 200 kg/m3
-25
(g
1),&40.00
11,880
-ekisng
-28
m2
41.&4
143,400
'ihit. -36
m3
8&.)0
850,000
-*u$angan 200 kg/m3
-25
(g
1),&40.00
11,880
-ekisng
-28
m2
41.&4
143,400
'ihit. -36
m3
&6.)5
850,000
- 7!r et!n (-300
2
P!ndasi !! P$ate Abutment-2 - 7!r et!n (-300
3
'inding Abutment-1 - 7!r et!n (-300
4
-*u$angan 200 kg/m3
-25
(g
1&,350.00
11,880
-ekisng
-30
m2
155.10
250,000
'ihit. -36
m3
&6.)5
850,000
-*u$angan 200 kg/m3
-25
(g
1&,350.00
11,880
-ekisng
-30
m2
155.10
250,000
'ihit. -36
m3
18.00
850,000
-*u$angan 200 kg/m3
-25
(g
3,600.00
11,880
-ekisng
-30
m2
83.16
250,000
'ihit. -36
m3
18.00
850,000
-*u$angan 200 kg/m3
-25
(g
3,600.00
11,880
-ekisng
-30
m2
83.16
250,000
'ihit. -36
m3
).35
850,000
-*u$angan 150 kg/m3
-25
(g
1,102.50
11,880
-ekisng
-30
m2
61.60
250,000
'inding Abutment-2 - 7!r et!n (-300
5
(e#a$a Abutment-1 - 7!r et!n (-300
6
(e#a$a Abutmnet-2 - 7!r et!n (-300
)
ing a$$ Abutment-1 - 7!r et!n (-300
8
ing a$$ Abutment-2 'ihit. -36
m3
).35
850,000
-*u$angan 150 kg/m3
-25
(g
1,102.50
11,880
-ekisng
-30
m2
61.60
250,000
'ihit. -36
m3
22.50
850,000
-*u$angan 150 kg/m3
-25
(g
3,3)5.00
11,880
-ekisng
-28
m2
&.00
1)2,000
'ihit. -36
m3
22.50
850,000
-*u$angan 150 kg/m3
-25
(g
3,3)5.00
11,880
-ekisng
-28
m2
&.00
1)2,000
11
Lantai (er:a t 10 +m Abutmnet-1
-01
m3
11.1)
625,000
12
Lantai (er:a t 10 +m Abutmnet-2
-01
m3
11.1)
625,000
- 7!r et!n (-300
&
Pe$at 9n:ak Abutmnet-1 - 7!r et!n (-300
10
Pe$at 9n:ak Abutmnet-2 - 7!r et!n (-300
JUMLAH PEKERJ 2.2.
U'-S#$%#$
2.2.1. B)*+% G,$$(
1
a$!k irder tama 'ihit. -36
m3
253.80
&20,000.00
-*u$angan 300 kg/m3
-25
(g
)6,140.00
11,880.00
-ekisng
-31
m2
1,184.40
2&2,500.00
'ihit. -36
m3
42.00
&20,000.00
-*u$angan 300 kg/m3
-25
(g
12,600.00
11,880.00
-ekisng
-31
m2
222.00
2&2,500.00
'ihit. -36
m3
141.00
&20,000.00
-*u$angan 250 kg/m3
-25
(g
35,250.00
11,880.00
-ekisng
-32
m2
3&4.80
458,000.00
'ihit. -36
m3
14.40
&20,000.00
-*u$angan 100 kg/m3
-25
(g
1,440.00
11,880.00
-ekisng
-31
m2
100.00
2&2,500.00
- 7!r et!n (-350
2
a$!k Anak 'iaragma - 7!r et!n (-350
3
Pe$at Lantai - 7!r et!n (-350
4
et!n tum#ukan dan geser untuk e$ast!mer - 7!r et!n (-350
JUMLAH PEKER 2.2.2. P*/%)'
1
*r!t!ir bet!n 1 ; 2 ; 3 setara (-1)5 'ihit. -36
m3
6.))
650,000.00
-*u$angan
-25
(g
1,353.60
11,880.00
-ekisng
-32
m2
10.60
458,000.00
'ihit. -36
m3
1.88
850,000.00
-*u$angan
-25
(g
20).68
11,880.00
-ekisng
-2&
m2
11.)6
156,000.00
'ihit. -36
m3
5.)6
650,000.00
-25
(g
5)6.00
11,880.00
- 7!r et!n (-1)5
2
'inding/P!ndasi Sandaran embatan - 7!r et!n (-300
3
L!neng bet!n 1 ; 2 ; 3 setara (-225 - 7!r et!n (-225 -*u$angan
-ekisng
-30
m2
32.64
258,000.00
4
<=#an!n !int
'ihitung
m%
60.00
)0,000.00
5
Pi#a sandaran besi standar inamarga
'ihitung
m%
112.80
300,000.00
6
Per$etakan <$ast!mer *#e >A>
'ihitung
bh
36.00
10,000,000.00
)
'rain #i#e P?7 sekua$itas @u+ika
'ihitung
m%
24.00
1)5,000.00
8
S#aring insta$$asi $istrik
Ls
$s
1.00
)50,000.00
&
P$esteran A+ian L!neng, 1 ; 3
<-13
m2
3&.1)
53,000.00
10
P$esteran ang sandaran
<-13
m2
11.)6
53,000.00
11
7at *iang sandaran
B-14
m2
11.)6
48,000.00
12
7at L!neng
B-14
m2
3&.1)
48,000.00 JUMLAH PEK
JUMLAH C. PEKERJAAN LAIN-LAIN
1
iaa Peri:inan ke PS'A (abu#aten *asikma$aa
Ls
Ls
1.00
10,000,000.00
2
Pembuatan a$a/embatan Sementara
Ls
Ls
1.00
50,000,000.00
3
Pembendungan Sungai se$ama #r!ses Pek. Abutment
Ls
Ls
1.00
40,000,000.00
4
Pembersihan bekas-bekas #embangunan
Ls
Ls
1.00
25,000,000.00 JUMLAH PE
JML. HARGA R'(
JML. BIAYA
)
R'(
8
),200,000 ),150,000 )&,200,000 ERJAAN PERSIAPAN
&3,550,000.00
1,11),800,000 645,840,000 8,280,000 2),500,000 PONDASI MINI PILE
1,)&&,420,000.00
PEK.NON STANDAR
15230000.00
66,&08,&50 15,558,&00 15,558,&00 1,843,33) 1,843,33) LIAN DAN URUGAN
)6,245,000.00 213,12),200.00 6,014,1&6.00 )6,245,000.00 213,12),200.00 6,014,1&6.00 82,23),500.00
101316424.20
22&,8)8,000.00 38,))5,000.00 82,23),500.00 22&,8)8,000.00 38,))5,000.00 15,300,000.00 42,)68,000.00 20,)&0,000.00 15,300,000.00 42,)68,000.00 20,)&0,000.00 6,24),500.00 13,0&),)00.00 15,400,000.00
6,24),500.00 13,0&),)00.00 15,400,000.00 1&,125,000.00 40,0&5,000.00 1,548,000.00 1&,125,000.00 40,0&5,000.00 1,548,000.00 6,&81,250.00 6,&81,250.00 AN SUB-STRUKTUR
172572.00
233,4&6,000.00 &04,543,200.00 346,43),000.00 38,640,000.00 14&,688,000.00 64,&35,000.00 12&,)20,000.00 418,))0,000.00 180,818,400.00 13,248,000.00 1),10),200.00 2&,250,000.00 JAAN UP-STRUKTUR
4,400,500.00 16,080,)68.00 4,854,800.00 1,5&8,000.00 2,46),238.40 1,834,560.00 3,)44,000.00 6,842,880.00
22772500.00
8,421,120.00 4,200,000.00 33,840,000.00 360,000,000.00 4,200,000.00 )50,000.00 2,0)6,010.00 623,280.00 564,480.00 1,880,160.00
ERJAAN PELENGKAP
4563337.40
OTAL PEK.STANDAR
4342002312.70
10,000,000.00 50,000,000.00 40,000,000.00 25,000,000.00 KERJAAN LAIN-LAIN
12000000.00
JUMLAH TOTAL
7332312.70
Andreas
RINCIAN RENCANA ANGGARAN BIAYA
(<9A*AB
; P<ABBAB SA@ABA 'AB P@ASA@ABA @AC SA(9* (D@'9B'CA <'97A 79A9 - *AS9(ALAEA
P<(<@AAB
; P<ABBAB <A*AB
*ACB
; 2011-2012
NO
URAIAN PEKERJAAN
KODE ANALISA
SAT
VOL.
1
2
3
4
5
A. P<(<@AAB BDB S*AB'A@ 9
P<(<@AAB P<@S9APAB
1
Pembersihan Lahan/Semak dan Perataan
A-03
m2
800.00
2
Pengukuran dan Pemasangan !u"#$ank
A-01
m%
110.00
3
Pembuatan 'ireksi (eet
A-06
m2
)2.00
99
P<(<@AAB PDB'AS9 PAB7AB '9A. 407
1
Pengadaan *iang Pan+ang 'ia 40 +m et!n ( - 500
'ihitung
m%
2,484.00
2
iaa #ah Peman+angan
'ihitung
m%
2,484.00
3
#ah Pemb!b!$an (e#a$a *iang Pan+ang
'ihitung
k
4
!bi$isasi dan 'em!bi$isasi A$at dan ateria$ Pan+ang
'ihitung
Ls
138.00 1.00 JU
. P<(<@AAB S*AB'A@ 9
P<(<@AAB AL9AB 'AB @AB
1
rugan *anah Pi$ihan Pengisi ing a$$
-15
m3
361.6)
2
a$ian *anah Struktur P!ndasi embatan Abutmen-1
-02
m3
542.50
3
a$ian *anah Struktur P!ndasi embatan Abutmen-2
-02
m3
542.50
4
rugan Pasir 'iba"ah !!t Abutmen-1, t 10 +m
-11
m3
11.1)
5
rugan Pasir 'iba"ah !!t Abutmen-2, t 10 +m
-11
m3
11.1)
99 2.1 1
P<(<@AAB PDB'AS9 F <*DB Sub-struktur P!ndasi !!t P$ate Abutment-1 'ihit. -36
m3
8&.)0
-*u$angan 200 kg /m3
-25
(g
1),&40.00
-ekisng
-28
m2
41.&4
'ihit. -36
m3
8&.)0
-*u$angan 200 kg /m3
-25
(g
1),&40.00
-ekisng
-28
m2
41.&4
'ihit. -36
m3
&6.)5
-25
(g
1&,350.00
- 7!r et!n (-300
2
P!ndasi !! P$ate Abutment-2 - 7!r et!n (-300
3
'inding Abutment-1 - 7!r et!n (-300 -*u$angan 200 kg /m3
-30
m2
155.10
'ihit. -36
m3
&6.)5
-*u$angan 200 kg /m3
-25
(g
1&,350.00
-ekisng
-30
m2
155.10
'ihit. -36
m3
18.00
-*u$angan 200 kg /m3
-25
(g
3,600.00
-ekisng
-30
m2
83.16
'ihit. -36
m3
18.00
-*u$angan 200 kg /m3
-25
(g
3,600.00
-ekisng
-30
m2
83.16
'ihit. -36
m3
).35
-*u$angan 150 kg /m3
-25
(g
1,102.50
-ekisng
-30
m2
61.60
'ihit. -36
m3
).35
-*u$angan 150 kg /m3
-25
(g
1,102.50
-ekisng
-30
m2
61.60
'ihit. -36
m3
22.50
-*u$angan 150 kg /m3
-25
(g
3,3)5.00
-ekisng
-28
m2
&.00
-ekisng 4
'inding Abutment-2 - 7!r et!n (-300
5
(e#a$a Abutment-1 - 7!r et!n (-300
6
(e#a$a Abutmnet-2 - 7!r et!n (-300
)
ing a$$ Abutment-1 - 7!r et!n (-300
8
ing a$$ Abutment-2 - 7!r et!n (-300
&
Pe$at 9n:ak Abutmnet-1 - 7!r et!n (-300
10
Pe$at 9n:ak Abutmnet-2 'ihit. -36
m3
22.50
-*u$angan 150 kg /m3
-25
(g
3,3)5.00
-ekisng
-28
m2
&.00
11
Lantai (er:a t 10 +m Abutmnet-1
-01
m3
11.1)
12
Lantai (er:a t 10 +m Abutmnet-2
-01
m3
11.1)
2.2.
#-Struktur
'ihit. -36
m3
253.80
-*u$angan 300 kg /m3
-25
(g
)6,140.00
-ekisng
-31
m2
1,184.40
'ihit. -36
m3
42.00
-*u$angan 300 kg /m3
-25
(g
12,600.00
-ekisng
-31
m2
222.00
'ihit. -36
m3
141.00
-*u$angan 250 kg /m3
-25
(g
35,250.00
-ekisng
-32
m2
3&4.80
'ihit. -36
m3
14.40
-*u$angan 100 kg /m3
-25
(g
1,440.00
-ekisng
-31
m2
100.00
'ihit. -36
m3
6.))
-*u$angan
-25
(g
1,353.60
-ekisng
-32
m2
10.60
'ihit. -36
m3
1.88
-*u$angan
-25
(g
20).68
-ekisng
-2&
m2
11.)6
'ihit. -36
m3
5.)6
-*u$angan
-25
(g
5)6.00
-ekisng
-30
m2
32.64
- 7!r et!n (-300
2.2.1. a$!k irder 1
a$!k irder tama - 7!r et!n (-350
2
a$!k Anak 'iaragma - 7!r et!n (-350
3
Pe$at Lantai - 7!r et!n (-350
4
et!n tum#ukan dan geser untuk e$ast!mer - 7!r et!n (-350
2.2.2. Pe$engka# 1
*r!t!ir bet!n 1 ; 2 ; 3 setara (-1)5 - 7!r et!n (-1)5
2
'inding/P!ndasi Sandaran embatan - 7!r et!n (-300
3
L!neng bet!n 1 ; 2 ; 3 setara (-225 - 7!r et!n (-225
4
<=#an!n !int
'ihitung
m%
60.00
5
Pi#a sandaran besi standar inamarga
'ihitung
m%
112.80
6
Per$etakan <$ast!mer *#e >A>
'ihitung
bh
36.00
)
'rain #i#e P?7 sekua$itas @u+ika
'ihitung
m%
24.00
8
S#aring insta$$asi $istrik
Ls
$s
1.00
&
P$esteran A+ian L!neng, 1 ; 3
<-13
m2
3&.1)
10
P$esteran ang sandaran
<-13
m2
11.)6
11
7at *iang sandaran
B-14
m2
11.)6
12
7at L!neng
B-14
m2
3&.1)
7. P<(<@AAB LA9B-LA9B 1
iaa Peri:inan ke PS'A (abu#aten *asikma$aa
Ls
Ls
1.00
2
Pembuatan a$a/embatan Sementara
Ls
Ls
1.00
3
Pembendungan Sungai se$ama #r!ses Pek. Abutment
Ls
Ls
1.00
4
Pembersihan bekas-bekas #embangunan
Ls
Ls
1.00
HARGA SAT. R'(
JML. HARGA R'(
JML. BIAYA
6
)
6,800
5,440,000
4&,600
5,456,000
)&0,600
56,&23,200
JUMLAH PEKERJAAN PERSIAPAN
280,000
6&5,520,000
200,000
4&6,800,000
50,000
6,&00,000
25,000,000
25,000,000
MLAH PEKERJAAN PONDASI MINI PILE TOTAL JUMLAH PEK.NON STANDAR
156,600
56,63),522
23,&00
12,&65,)50
23,&00
12,&65,)50
11),800
1,316,031
11),800
1,316,031
LAC P<(<@AAB AL9AB 'AB @AB
6)0,000
60,0&&,000.00
&,&00
1)),606,000.00
11&,500
5,011,830.00 -
6)0,000
60,0&&,000.00
&,&00
1)),606,000.00
11&,500
5,011,830.00 -
6)0,000
64,822,500.00
&,&00
1&1,565,000.00
R'(
8
6),81&,200.00
1,224,220,000.00 12206200.00
85,201,083.&4
215,000
33,346,500.00 -
6)0,000
64,822,500.00
&,&00
1&1,565,000.00
215,000
33,346,500.00 -
6)0,000
12,060,000.00
&,&00
35,640,000.00
215,000
1),8)&,400.00 -
6)0,000
12,060,000.00
&,&00
35,640,000.00
215,000
1),8)&,400.00 -
6)0,000
4,&24,500.00
&,&00
10,&14,)50.00
215,000
13,244,000.00 -
6)0,000
4,&24,500.00
&,&00
10,&14,)50.00
215,000
13,244,000.00 -
6)0,000
15,0)5,000.00
&,&00
33,412,500.00
11&,500
1,0)5,500.00
6)0,000
15,0)5,000.00
&,&00
33,412,500.00
11&,500
1,0)5,500.00
523,300
5,845,261.00
523,300
5,845,261.00
LAC P<(<@AAB S-S*@(*@
)00,000.00
1)),660,000.00
&,&00.00
)53,)86,000.00
245,000.00
2&0,1)8,000.00
1,365,043,482.00
)00,000.00
2&,400,000.00
&,&00.00
124,)40,000.00
245,000.00
54,3&0,000.00 -
)00,000.00
&8,)00,000.00
&,&00.00
348,&)5,000.00
385,300.00
152,116,440.00 -
)00,000.00
10,080,000.00
&,&00.00
14,256,000.00
245,000.00
24,500,000.00
LAC P<(<@AAB P-S*@(*@
523,300.00
3,542,)41.00
&,&00.00
13,400,640.00
385,300.00
4,084,180.00 -
6)0,000.00
1,25&,600.00
&,&00.00
2,056,032.00
130,200.00
1,531,152.00 -
523,300.00
3,014,208.00
&,&00.00
5,)02,400.00
215,000.00
),01),600.00
500,000.00
30,000,000.00
250,000.00
28,200,000.00
&,000,000.00
324,000,000.00
150,000.00
3,600,000.00
500,000.00
500,000.00
40,100.00
1,5)0,)1).00
40,100.00
4)1,5)6.00
2,0)8,)81,440.00
36,300.00
426,888.00
36,300.00
1,421,8)1.00
LAC P<(<@AAB P
431,)&&,605.00
LAC *D*AL P<(.S*AB'A@
3,&60,825,610.&4
10,000,000.00
10,000,000.00
50,000,000.00
50,000,000.00
40,000,000.00
40,000,000.00
25,000,000.00
25,000,000.00
LAC P<(<@AAB LA9B-LA9B
125,000,000.00
LAC *D*AL
5,3)),864,810.&4
RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDICA CIAWI - TASIKMALAYA
PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN
: 2011
PENAWAR
NO
URAIAN PEKERJAAN
KODE ANALISA
SAT
VOL.
1
2
3
4
5
HARGA SAT. R'(
6
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1
Pembersihan Lahan/Semak dan Perataan
A-03
m2
800.00
&,000
2
Pengukuran dan Pemasangan !u"#$ank
A-01
m%
110.00
65,000
3
Pembuatan 'ireksi (eet
A-06
m2
)2.00
1,100,000 JUMLAH PE
II
PEKERJAAN PONDASI PANCANG DIA. 40CM
1
Pengadaan *iang Pan+ang 'ia 40 +m et!n ( - 500
'ihitung
m%
2,484.00
450,000
2
iaa #ah Peman+angan
'ihitung
m%
2,484.00
260,000
3
#ah Pemb!b!$an (e#a$a *iang Pan+ang
'ihitung
k
138.00
60,000
4
!bi$isasi dan 'em!bi$isasi A$at dan ateria$ Pan+ang
'ihitung
Ls
1.00
2),500,000
JUMLAH PEKERJAAN TOTAL JUMLAH B. PEKERJAAN STANDAR I
PEKERJAAN GALIAN DAN URUGAN
1
rugan *anah Pi$ihan Pengisi ing a$$
-15
m3
361.6)
185,000
2
a$ian *anah Struktur P!ndasi embatan Abutmen-1
-02
m3
542.50
28,680
3
a$ian *anah Struktur P!ndasi embatan Abutmen-2
-02
m3
542.50
28,680
4
rugan Pasir 'iba"ah !!t Abutmen-1, t 10 +m
-11
m3
11.1)
165,000
5
rugan Pasir 'iba"ah !!t Abutmen-2, t 10 +m
-11
m3
11.1)
165,000
JUMLAH PEKERJAAN G II 2.1
1
PEKERJAAN PONDASI & BETON S!-"#$%#$
P!ndasi !!t P$ate Abutment-1 'ihit. -36
m3
8&.)0
850,000
-*u$angan 200 kg/m3
-25
(g
1),&40.00
11,880
-ekisng
-28
m2
41.&4
143,400
'ihit. -36
m3
8&.)0
850,000
-*u$angan 200 kg/m3
-25
(g
1),&40.00
11,880
-ekisng
-28
m2
41.&4
143,400
'ihit. -36
m3
&6.)5
850,000
- 7!r et!n (-300
2
P!ndasi !! P$ate Abutment-2 - 7!r et!n (-300
3
'inding Abutment-1 - 7!r et!n (-300
4
-*u$angan 200 kg/m3
-25
(g
1&,350.00
11,880
-ekisng
-30
m2
155.10
250,000
'ihit. -36
m3
&6.)5
850,000
-*u$angan 200 kg/m3
-25
(g
1&,350.00
11,880
-ekisng
-30
m2
155.10
250,000
'ihit. -36
m3
18.00
850,000
-*u$angan 200 kg/m3
-25
(g
3,600.00
11,880
-ekisng
-30
m2
83.16
250,000
'ihit. -36
m3
18.00
850,000
-*u$angan 200 kg/m3
-25
(g
3,600.00
11,880
-ekisng
-30
m2
83.16
250,000
'ihit. -36
m3
).35
850,000
-*u$angan 150 kg/m3
-25
(g
1,102.50
11,880
-ekisng
-30
m2
61.60
250,000
'inding Abutment-2 - 7!r et!n (-300
5
(e#a$a Abutment-1 - 7!r et!n (-300
6
(e#a$a Abutmnet-2 - 7!r et!n (-300
)
ing a$$ Abutment-1 - 7!r et!n (-300
8
ing a$$ Abutment-2 'ihit. -36
m3
).35
850,000
-*u$angan 150 kg/m3
-25
(g
1,102.50
11,880
-ekisng
-30
m2
61.60
250,000
'ihit. -36
m3
22.50
850,000
-*u$angan 150 kg/m3
-25
(g
3,3)5.00
11,880
-ekisng
-28
m2
&.00
1)2,000
'ihit. -36
m3
22.50
850,000
-*u$angan 150 kg/m3
-25
(g
3,3)5.00
11,880
-ekisng
-28
m2
&.00
1)2,000
11
Lantai (er:a t 10 +m Abutmnet-1
-01
m3
11.1)
625,000
12
Lantai (er:a t 10 +m Abutmnet-2
-01
m3
11.1)
625,000
- 7!r et!n (-300
&
Pe$at 9n:ak Abutmnet-1 - 7!r et!n (-300
10
Pe$at 9n:ak Abutmnet-2 - 7!r et!n (-300
JUMLAH PEKERJ 2.2.
U'-S#$%#$
2.2.1. B)*+% G,$$(
1
a$!k irder tama 'ihit. -36
m3
253.80
&20,000.00
-*u$angan 300 kg/m3
-25
(g
)6,140.00
11,880.00
-ekisng
-31
m2
1,184.40
2&2,500.00
'ihit. -36
m3
42.00
&20,000.00
-*u$angan 300 kg/m3
-25
(g
12,600.00
11,880.00
-ekisng
-31
m2
222.00
2&2,500.00
'ihit. -36
m3
141.00
&20,000.00
-*u$angan 250 kg/m3
-25
(g
35,250.00
11,880.00
-ekisng
-32
m2
3&4.80
458,000.00
'ihit. -36
m3
14.40
&20,000.00
-*u$angan 100 kg/m3
-25
(g
1,440.00
11,880.00
-ekisng
-31
m2
100.00
2&2,500.00
- 7!r et!n (-350
2
a$!k Anak 'iaragma - 7!r et!n (-350
3
Pe$at Lantai - 7!r et!n (-350
4
et!n tum#ukan dan geser untuk e$ast!mer - 7!r et!n (-350
JUMLAH PEKER 2.2.2. P*/%)'
1
*r!t!ir bet!n 1 ; 2 ; 3 setara (-1)5 'ihit. -36
m3
6.))
650,000.00
-*u$angan
-25
(g
1,353.60
11,880.00
-ekisng
-32
m2
10.60
458,000.00
'ihit. -36
m3
1.88
850,000.00
-*u$angan
-25
(g
20).68
11,880.00
-ekisng
-2&
m2
11.)6
156,000.00
'ihit. -36
m3
5.)6
650,000.00
-25
(g
5)6.00
11,880.00
- 7!r et!n (-1)5
2
'inding/P!ndasi Sandaran embatan - 7!r et!n (-300
3
L!neng bet!n 1 ; 2 ; 3 setara (-225 - 7!r et!n (-225 -*u$angan
-ekisng
-30
m2
32.64
258,000.00
4
<=#an!n !int
'ihitung
m%
60.00
)00,000.00
5
Pi#a sandaran besi standar inamarga
'ihitung
m%
112.80
300,000.00
6
Per$etakan <$ast!mer *#e >A>
'ihitung
bh
36.00
10,000,000.00
)
'rain #i#e P?7 sekua$itas @u+ika
'ihitung
m%
24.00
1)5,000.00
8
S#aring insta$$asi $istrik
Ls
$s
1.00
)50,000.00
&
P$esteran A+ian L!neng, 1 ; 3
<-13
m2
3&.1)
53,000.00
10
P$esteran ang sandaran
<-13
m2
11.)6
53,000.00
11
7at *iang sandaran
B-14
m2
11.)6
48,000.00
12
7at L!neng
B-14
m2
3&.1)
48,000.00 JUMLAH PEK
JUMLAH C. PEKERJAAN LAIN-LAIN
1
iaa Peri:inan ke PS'A (abu#aten *asikma$aa
Ls
Ls
1.00
10,000,000.00
2
Pembuatan a$a/embatan Sementara
Ls
Ls
1.00
50,000,000.00
3
Pembendungan Sungai se$ama #r!ses Pek. Abutment
Ls
Ls
1.00
40,000,000.00
4
Pembersihan bekas-bekas #embangunan
Ls
Ls
1.00
25,000,000.00 JUMLAH PE
JML. HARGA R'(
JML. BIAYA
)
R'(
8
),200,000 ),150,000 )&,200,000 ERJAAN PERSIAPAN
&3,550,000.00
1,11),800,000 645,840,000 8,280,000 2),500,000 PONDASI MINI PILE
1,)&&,420,000.00
PEK.NON STANDAR
15230000.00
66,&08,&50 15,558,&00 15,558,&00 1,843,33) 1,843,33) LIAN DAN URUGAN
)6,245,000.00 213,12),200.00 6,014,1&6.00 )6,245,000.00 213,12),200.00 6,014,1&6.00 82,23),500.00
101316424.20
22&,8)8,000.00 38,))5,000.00 82,23),500.00 22&,8)8,000.00 38,))5,000.00 15,300,000.00 42,)68,000.00 20,)&0,000.00 15,300,000.00 42,)68,000.00 20,)&0,000.00 6,24),500.00 13,0&),)00.00 15,400,000.00
6,24),500.00 13,0&),)00.00 15,400,000.00 1&,125,000.00 40,0&5,000.00 1,548,000.00 1&,125,000.00 40,0&5,000.00 1,548,000.00 6,&81,250.00 6,&81,250.00 AN SUB-STRUKTUR
172572.00
233,4&6,000.00 &04,543,200.00 346,43),000.00 38,640,000.00 14&,688,000.00 64,&35,000.00 12&,)20,000.00 418,))0,000.00 180,818,400.00 13,248,000.00 1),10),200.00 2&,250,000.00 JAAN UP-STRUKTUR
4,400,500.00 16,080,)68.00 4,854,800.00 1,5&8,000.00 2,46),238.40 1,834,560.00 3,)44,000.00 6,842,880.00
22772500.00
8,421,120.00 42,000,000.00 33,840,000.00 360,000,000.00 4,200,000.00 )50,000.00 2,0)6,010.00 623,280.00 564,480.00 1,880,160.00
ERJAAN PELENGKAP
4713337.40
