RAB Jembatan RS Kordindah Medica

RINCIAN RENCANA ANGGAR KEGIATAN

: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDI CIAWI - TASIKMALAYA PEKERJ PEKERJAA AAN N : PEMBANG PEMBANGUNA UNAN N JEMBA JEMBATAN TAHUN : 2011 PENAWAR

NO

URAIAN PEKERJAAN

1

2

KODE ANALISA 3

SAT 4

A. PEKERJAAN NON NO N STANDAR I

PEKERJAAN PERSIAPAN

1

Pembersihan Lahan/Semak dan Perataan

A-03

m2

2

Pengu enguk kuran uran dan dan Pemas emasan anga gan n Bouw Bouwpl plan ank k

A-01

m

3

Pembuatan !ireksi "eet

A-0#

m2

II

PEKE PEKERJ RJAA AAN N POND PONDAS ASII PANCA ANCANG NG DIA. DIA. 40CM 40CM

1

Penga engada daan an $iang iang Pan%a an%ang ng !ia !ia 40 40 %m %m Bet Beton on " - &00 &00

!ihitung

m

2

Bia'a (pah Peman%angan

!ihitung

m

3

(pah (pah Pembo embobo bola lan n "ep "epal ala a $iang iang Pan%a an%ang ng

!ihitung

titik

4

)obi )obili lisa sasi si dan dan !emo !emobi bilis lisas asii Ala Alatt dan dan )at )ater eria iall Pan Pan%a %ang ng**

!ihitung

Ls

B. PEKERJAAN STANDAR I

PEKERJAAN GA GALIAN DA DAN UR URUGAN

1

(rug (rugan an $anah anah Pilih ilihan an Pengi engisi si +ing ing +al +alll

B-1&

m3

2

,ali ,alian an $anah anah Str Struk uktu turr Pon Ponda dasi si em emba bata tan n .Abu .Abutm tmen en-1 -1**

B-02

m3

3

,ali ,alian an $anah anah Str Struk uktu turr Pon Ponda dasi si em emba bata tan n .Abu .Abutm tmen en-2 -2**

B-02

m3

4

(rug (rugan an Pasir asir !ib !ibaw awah ah oot oot Abut Abutme menn-1 1 t t 10 10 %m %m

B-11

m3

&

(rug (rugan an Pasir asir !ib !ibaw awah ah oot oot Abut Abutme menn-2 2 t t 10 10 %m %m

B-11

m3

II

PEKERJAAN PO PONDASI & BETON

!ihit ,-3#

m3

-$ulangan .200 kg/m3*

,-2&

"g

-Bekisting

,-2

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

!ihit ,-3#

m3

2.1 1

Su-!"#u$"u# Ponda ndasi oot oot Plat late Ab Abut utm mentent-1 1 - or Beton "-300

2

Ponda ndasi oo5 oo5 Plate late Ab Abut utm mentent-2 2 - or Beton "-300

3

!inding Abutment-1 - or Beton "-300

4


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3

-$ulangan .1&0 kg/m3*

,-2&

"g

-Bekisting

,-30

m2


&

"epala Abutment-1 - or Beton "-300

#

"epala Abutmnet-2 - or Beton "-300

6

+ing +all Abutment-1 - or Beton "-300

4


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2


&


#


6




+ing +all Abutment-2 !ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

11

Lant Lantai ai "er9a er9a t 10 %m Ab Abut utmn mnet et-1 -1

,-01

m3

12

Lant Lantai ai "er9a er9a t 10 %m Ab Abut utmn mnet et-2 -2

,-01

m3

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-32

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3

-$ulangan

,-2&

"g

-Bekisting

,-32

m2

!ihit ,-3#

m3

-$ulangan

,-2&

"g

-Bekisting

,-27

m2

!ihit ,-3#

m3

,-2&

"g

- or Beton "-300

7

Pelat 8n9ak Abutmnet-1 - or Beton "-300

10

Pelat 8n 8n9ak Ab Abutmnet-2 - or Beton "-300

2.2.

U%-S"#u$"u#

2.2. 2.2.1. 1. B'( B'($ $ )G*# )G*#+,# +,# 1

Balok .,irder* (tama - or Beton "-3&0

2

Balok An Anak .! .!ia5ragma* - or Beton "-3&0

3

Pelat Lantai - or Beton "-3&0

4

Beto Beton n tum tumpu puk kan dan dan ges geser er untu untuk k ela elast stom omer er - or Beton "-3&0

2.2. 2.2.2. 2. P,', P,',/ /$ $% % 1

$rotoi otoirr bet beton on 1 : 2 : 3 .se .seta tara ra "-16& -16&** - or Beton "-16&

2

!ind !indin ing/ g/P Ponda ndasi Sa Sandar ndara an emb emba atan tan - or Beton "-300

3

Lonen oneng g bet beto on 1 : 2 : 3 .set setara ara ""-22& 2&** - or Beton "-22& -$ulangan

-Bekisting

,-30

m2

4

;
!ihitung

m

&

Pipa sandaran besi standar Binamarga

!ihitung

m

#

Perletakan ;lastomer $'pe =A=

!ihitung

bh

6

!rain pipe P> sekualitas ?u%ika

!ihitung

m



Sparing installasi listrik

Ls

ls

7

Plesteran @ A%ian Loneng 1 : 3

;-13

m2

10

Plesteran tiang sandaran

;-13

m2

11

at $iang sandaran

-14

m2

12

at Loneng

-14

m2

C. PEKERJAAN LAIN-LAIN 1

Bia'a Peri9inan ke PS!A "abupaten $asikmala'a

Ls

Ls

2

Pembuatan ala/embatan Sementara

Ls

Ls

3

Pembendungan Sungai selama proses Pek Abutment

Ls

Ls

4

Pembersihan bekas-bekas pembangunan

Ls

Ls

N BIAYA NDHA MEDICA

OL. &

HARGA SAT. )R% #

JML. HARGA )R%

JML. BIAYA )R% 6

0000

000

#400000

11000

&7&00

#&4&000

6200

7&0000

#400000

JUMLAH PEKERJAAN PERSIAPAN 24400

33#000

34#24000

24400

240000

&7#1#0000

1300

#0000

20000

100 26&00000 26&00000 JUMLAH PEKERJAAN PONDASI MINI PILE TOTAL JUMLAH PEK.NON STANDAR

3#1#6

1&000

##707&0

&42&0

2#0

1&&&700

&42&0

2#0

1&&&700

1116

140000

1044

1116

140000

1044

JUMLAH PEKERJAAN GALIAN DAN URUGAN

760

670000

60#300000

1674000

110

21312620000

4174

143400

#01417#00 -

760

670000

60#300000

1674000

110

21312620000

4174

143400

#01417#00 -

7#6&

670000

6#432&0000



134&00000

14##00000 1430000.00

10114563.20

173&000

110

227600000

1&&10

2&0000

366&00000 -

7#6&

670000

6#432&0000

173&000

110

227600000

1&&10

2&0000

366&00000 -

100

670000

1422000000

3#0000

110

426#00000

31#

2&0000

2067000000 -

100

670000

1422000000

3#0000

110

426#00000

31#

2&0000

2067000000 -

63&

670000

&0#&0000

1102&0

110

1307660000

#1#0

2&0000

1&40000000

63&

670000

&0#&0000

1102&0

110

1307660000

#1#0

2&0000

1&40000000 -

22&0

670000

1666&00000

336&00

110

4007&00000

700

162000

1&400000 -

22&0

670000

1666&00000

336&00

110

4007&00000

700

162000

1&400000

1116

#2&000

#712&000

1116

#2&000

#712&000

JUMLAH PEKERJAAN SUB-STRUKTUR

2&30

4000000

21317200000

6#14000

11000

704&4320000

11440

272&0000

34#43600000

172314272.00

4200

4000000

3&2000000

12#0000

11000

147#00000

22200

272&0000

#473&00000 -

14100

4000000

1144000000

3&2&000

11000

4166000000

3740

4&00000

10140000 -

1440

4000000

1207#00000

144000

11000

1610620000

10000

272&0000

272&000000

JUMLAH PEKERJAAN UP-STRUKTUR

#66

&2330000

3&4264100

13&3#0

11000

1#006#00

10#0

4&00000

4&40000 -

1

67000000

14&20000

206#

11000

24#62340

116#

1&#00000

134�00 -

&6#

&2330000

30142000

&6#00

11000

#42000

2407500.00

32#4

2&00000

42112000

#000

#0000000

3#00000000

1120

30000000

334000000

3#00

1000000000

3#000000000

2400

16&00000

420000000

100

6&000000

6&000000

3716

&300000

206#01000

116#

&300000

#232000

116#

400000

4000

3716

400000

101#000

JUMLAH PEKERJAAN PELENGKAP

45543344.40

JUMLAH TOTAL PEK.STANDAR

100

1000000000

1000000000

100

&000000000

&000000000

100

4000000000

4000000000

100

2&00000000

2&00000000

4303661334.70

JUMLAH PEKERJAAN LAIN-LAIN

12000000.00

JUMLAH TOTAL

7650240334.70

Andreas


: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDI CIAWI - TASIKMALAYA PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN : 2011 PENAWAR

NO

URAIAN PEKERJAAN

1

2

KODE ANALISA 3

SAT 4

A. PEKERJAAN NON STANDAR I

PEKERJAAN PERSIAPAN

1


A-03

m2

2

Pengukuran dan Pemasangan Bouwplank

A-01

m

3


A-0#

m2

II

PEKERJAAN PONDASI PANCANG DIA. 40CM

1

Pengadaan $iang Pan%ang !ia 40 %m Beton " - &00

!ihitung

m

2


!ihitung

m

3

(pah Pembobolan "epala $iang Pan%ang

!ihitung

titik

4

)obilisasi dan !emobilisasi Alat dan )aterial Pan%ang*

!ihitung

Ls


PEKERJAAN GALIAN DAN URUGAN

1

(rugan $anah Pilihan Pengisi +ing +all

B-1&

m3

2

,alian $anah Struktur Pondasi embatan .Abutmen-1*

B-02

m3

3


B-02

m3

4

(rugan Pasir !ibawah oot Abutmen-1 t 10 %m

B-11

m3

&


B-11

m3

II

PEKERJAAN PONDASI & BETON

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

!ihit ,-3#

m3

2.1 1

Su-!"#u$"u# Pondasi oot Plate Abutment-1 - or Beton "-300

2

Pondasi oo5 Plate Abutment-2 - or Beton "-300

3


4


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2


&


#


6





m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

11

Lantai "er9a t 10 %m Abutmnet-1

,-01

m3

12


,-01

m3

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-32

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3

-$ulangan

,-2&

"g

-Bekisting

,-32

m2

!ihit ,-3#

m3

-$ulangan

,-2&

"g

-Bekisting

,-27

m2

!ihit ,-3#

m3

,-2&

"g

- or Beton "-300

7


10


2.2.

U%-S"#u$"u#

2.2.1. B'($ )G*#+,# 1


2

Balok Anak .!ia5ragma* - or Beton "-3&0

3


4

Beton tumpukan dan geser untuk elastomer - or Beton "-3&0

2.2.2. P,',/$% 1

$rotoir beton 1 : 2 : 3 .setara "-16&* - or Beton "-16&

2

!inding/Pondasi Sandaran embatan - or Beton "-300

3

Loneng beton 1 : 2 : 3 .setara "-22&* - or Beton "-22& -$ulangan

-Bekisting

,-30

m2

4

;
!ihitung

m

&


!ihitung

m

#


!ihitung

bh

6


!ihitung

m




Ls

ls

7


;-13

m2

10


;-13

m2

11


-14

m2

12

at Loneng

-14

m2



Ls

Ls

2


Ls

Ls

3


Ls

Ls

4


Ls

Ls

N BIAYA NDHA MEDICA

OL. &

HARGA SAT. )R% #

JML. HARGA )R%

JML. BIAYA )R% 6

0000

7000

6200000

11000

#&000

61&0000

6200

1100000

67200000


4&0000

111600000

24400

2#0000

#4&40000

1300

#0000

20000


3#1#6

1&000

##707&0

&42&0

2#0

1&&&700

&42&0

2#0

1&&&700

1116

1#&000

143336

1116

1#&000

143336


760

&0000

6#24&00000

1674000

110

21312620000

4174

143400

#01417#00 -

760

&0000

6#24&00000

1674000

110

21312620000

4174

143400

#01417#00 -

7#6&

&0000

2236&0000



73&&000000

167742000000 15230000.00

101316424.20

173&000

110

227600000

1&&10

2&0000

366&00000 -

7#6&

&0000

2236&0000

173&000

110

227600000

1&&10

2&0000

366&00000 -

100

&0000

1&30000000

3#0000

110

426#00000

31#

2&0000

2067000000 -

100

&0000

1&30000000

3#0000

110

426#00000

31#

2&0000

2067000000 -

63&

&0000

#246&0000

1102&0

110

1307660000

#1#0

2&0000

1&40000000

63&

&0000

#246&0000

1102&0

110

1307660000

#1#0

2&0000

1&40000000 -

22&0

&0000

1712&00000

336&00

110

4007&00000

700

162000

1&400000 -

22&0

&0000

1712&00000

336&00

110

4007&00000

700

162000

1&400000

1116

#2&000

#712&000

1116

#2&000

#712&000


2&30

72000000

23347#00000

6#14000

11000

704&4320000

11440

272&0000

34#43600000

172572.00

4200

72000000

3#4000000

12#0000

11000

147#00000

22200

272&0000

#473&00000 -

14100

72000000

12762000000

3&2&000

11000

4166000000

3740

4&00000

10140000 -

1440

72000000

132400000

144000

11000

1610620000

10000

272&0000

272&000000


#66

#&000000

4400&0000

13&3#0

11000

1#006#00

10#0

4&00000

4&40000 -

1

&000000

1&700000

206#

11000

24#62340

116#

1&#00000

134�00 -

&6#

#&000000

364400000

&6#00

11000

#42000

22772500.00

32#4

2&00000

42112000

#000

6000000

420000000

1120

30000000

334000000

3#00

1000000000

3#000000000

2400

16&00000

420000000

100

6&000000

6&000000

3716

&300000

206#01000

116#

&300000

#232000

116#

400000

4000

3716

400000

101#000


4563337.40

JUMLAH TOTAL PEK.STANDAR

100

1000000000

1000000000

100

&000000000

&000000000

100

4000000000

4000000000

100

2&00000000

2&00000000

4342002312.70

JUMLAH PEKERJAAN LAIN-LAIN

12000000.00

JUMLAH TOTAL

7332312.70

Andreas

RINCIAN RENCANA ANGGARAN ";,8A$A P;";?AA $A(

: P;)BA,(A SA?AA !A P?ASA?AA ?()A SA"8$ "C?!8!A ) 8A+8 - $AS8")ALADA : P;)BA,(A ;)BA$A : 2011-2012

NO

URAIAN PEKERJAAN

1

2

KODE ANALISA 3

SAT 4

A P;";?AA C S$A!A? 8

P;";?AA P;?S8APA

1


A-03

m2

2


A-01

m

3


A-0#

m2

88

P;";?AA PC!AS8 PAA, !8A 40)

1


!ihitung

m

2


!ihitung

m

3


!ihitung

titik

4


!ihitung

Ls

B P;";?AA S$A!A? 8

P;";?AA ,AL8A !A (?(,A

1


B-1&

m3

2


B-02

m3

3


B-02

m3

4


B-11

m3

&


B-11

m3

88

P;";?AA PC!AS8 E B;$C

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

!ihit ,-3#

m3

,-2&

"g

21 1

Sub-struktur Pondasi oot Plate Abutment-1 - or Beton "-300

2


3

!inding Abutment-1 - or Beton "-300 -$ulangan .200 kg/m3*

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-30

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

-Bekisting 4


&


#


6





7


10

Pelat 8n9ak Abutmnet-2 !ihit ,-3#

m3


,-2&

"g

-Bekisting

,-2

m2

11


,-01

m3

12


,-01

m3

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-32

m2

!ihit ,-3#

m3


,-2&

"g

-Bekisting

,-31

m2

!ihit ,-3#

m3

-$ulangan

,-2&

"g

-Bekisting

,-32

m2

!ihit ,-3#

m3

-$ulangan

,-2&

"g

-Bekisting

,-27

m2

!ihit ,-3#

m3

-$ulangan

,-2&

"g

-Bekisting

,-30

m2

- or Beton "-300

22

(p-Struktur

221 Balok .,irder* 1


2


3


4


222 1

Pelengkap $rotoir beton 1 : 2 : 3 .setara "-16&* - or Beton "-16&

2


3

Loneng beton 1 : 2 : 3 .setara "-22&* - or Beton "-22&

4

;
!ihitung

m

&


!ihitung

m

#


!ihitung

bh

6


!ihitung

m




Ls

ls

7


;-13

m2


;-13

m2

10

11


-14

m2

12

at Loneng

-14

m2

 P;";?AA LA8-LA8 1


Ls

Ls

2


Ls

Ls

3


Ls

Ls

4


Ls

Ls

BIAYA ;!8A

HARGA SAT. )R% #

OL. &

JML. HARGA )R%

JML. BIAYA )R% 6

0000

#00

&440000

11000

47#00

&4&#000

6200

670#00

&#723200


20000

#7&&20000

24400

200000

47#00000

1300

&0000

#700000

100 2&000000 2&000000 JUMLAH PEKERJAAN PONDASI MINI PILE TOTAL JUMLAH PEK.NON STANDAR

3#1#6

1&##00

&##36&22

&42&0

23700

127#&6&0

&42&0

23700

127#&6&0

1116

11600

131#031

1116

11600

131#031

()LA P;";?AA ,AL8A !A (?(,A

760

#60000

#007700000

1674000

7700

166#0#00000

4174

117&00

&0113000 -

760

#60000

#007700000

1674000

7700

166#0#00000

4174

117&00

&0113000 -

7#6&

#60000

#422&0000

173&000

7700

171&#&00000



#61720000

122422000000 12206200.00

&2010374

1&&10

21&000

3334#&0000 -

7#6&

#60000

#422&0000

173&000

7700

171&#&00000

1&&10

21&000

3334#&0000 -

100

#60000

120#000000

3#0000

7700

3&#4000000

31#

21&000

166740000 -

100

#60000

120#000000

3#0000

7700

3&#4000000

31#

21&000

166740000 -

63&

#60000

4724&0000

1102&0

7700

107146&000

#1#0

21&000

1324400000 -

63&

#60000

4724&0000

1102&0

7700

107146&000

#1#0

21&000

1324400000 -

22&0

#60000

1&06&00000

336&00

7700

33412&0000

700

117&00

106&&0000

22&0

#60000

1&06&00000

336&00

7700

33412&0000

700

117&00

106&&0000

1116

&23300

&4&2#100

1116

&23300

&4&2#100

()LA P;";?AA S(B-S$?("$(?

2&30

60000000

166##000000

6#14000

770000

6&36#00000

11440

24&00000

2701600000

13#&0434200

4200

60000000

2740000000

12#0000

770000

12464000000

22200

24&00000

&437000000 -

14100

60000000

760000000

3&2&000

770000

3476&00000

3740

3&30000

1&211#44000 -

1440

60000000

100000000

144000

770000

142&#00000

10000

24&00000

24&0000000

()LA P;";?AA (P-S$?("$(?

#66

&2330000

3&4264100

13&3#0

770000

13400#4000

10#0

3&30000

4041000 -

1

#6000000

12&7#0000

206#

770000

20&#03200

116#

13020000

1&311&200 -

&6#

&2330000

30142000

&6#00

770000

&60240000

32#4

21&00000

6016#0000

#000

&0000000

3000000000

1120

2&000000

220000000

3#00

700000000

32400000000

2400

1&000000

3#0000000

100

&0000000

&0000000

3716

4010000

1&6061600

116#

4010000

461&6#00

2066144000

116#

3#30000

42#00

3716

3#30000

14216100

()LA P;";?AA P;L;,"AP

431677#0&00

()LA $C$AL P;"S$A!A?

37#02&#1074

100

1000000000

1000000000

100

&000000000

&000000000

100

4000000000

4000000000

100

2&00000000

2&00000000

()LA P;";?AA LA8-LA8

12&00000000

()LA $C$AL

&366#41074


: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDI CIAWI - TASIKMALAYA PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN : 2011 PENAWAR

NO

URAIAN PEKERJAAN

1

2

KODE ANALISA 3

SAT 4

A. PEKERJAAN NON STANDAR I

PEKERJAAN PERSIAPAN

1


A-03

m2

2


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RAB Jembatan RS Kordindah Medica

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