Rab Jembatan 12 meter

BAB VIII RENCANA ANGGARAN

BIAYA

Dalam melaksanakan suatu proyek, diperlukan perencanaan yang matang agar waktu pelaksanaan proyek dapat selesai tepat waktu dengan biaya yang efisien. Besarnya biaya pelaksanaan suatu proyek dapat dihitung dari analisis harga satuan pekerjaan. ntuk melakukan analisis ini diperlukan harga satuan dasar tenaga, bahan, dan peralatan yang sesuai dengan kondisi di lokasi proyek.

8.1

HARGA SATUAN DASAR TENAGA DAN

BAHAN

!arga satuan tenaga dan bahan untuk pekerjaan peningkatan jalan ruas "agelang#eprekan dapat dilihat pada $abel %.1. $abel %.1 !arga &atuan Dasar $enaga dan Bahan 'o

raian

&atuan

!arga ()p*

1 +    / 0 %  12

34! 3ekerja $ukang "andor 5perator 3embantu operator &opir 3embantu sopir "ekanik 3embantu mekanik #epala tukang

hari hari hari hari hari hari hari hari hari hari

2,222.22 %,222.22 +,222.22 +,22.22 2,222.22 +,22.22 2,222.22 +,22.22 2,222.22 1,222.22

1 +    / 0 %  12 11 1+ 1

B4!4' B4'6'4' 3asir Batu kali 4gregat kasar 4gregat halus 7iller Batu belah Batu belah 6ra8el "arerial tanah timbunan 4sphalt cement #erosene9 minyak tanah &emen Besi beton Besi beton #awat beton #awat beton

m m m m kg m m m kg liter kg kg kg

00,22.22 %,222.22 12,222.22 1,222.22 22.22 122,222.22 112,222.22 /0,22.22 0,%1+.2 1,222.22 1,2+2.22 ,22.22 1,222.22

VIII-1

'o

raian

1 #awat bronjong 1 &irtu 1/ :at marka (thermoplastic* 10 3aku 1% #ayu perancah 1 Bensin +2 &olar +1 5li ++ 4gregat base kelas 4 + 4gregat base kelas B + 4gregat base kelas : + $hinner +/ 6lassbit +0 3lat rambu +% :at + 3asir urug 2 #erb #-+22 tipe B 1 3a8ing block + 3ipa 6al8anis ; <  Baja $ulangan (3olos* +  Baja $ulangan (lir* D+  3ipa Beton 3recast ; %2 cm / #erikil #ali Sumber: Dinas Cipta Karya dan Tata Ruang

8.2

HARGA SATUAN DASAR

&atuan

!arga ()p*

kg m kg kg m liter liter liter m m m liter kg bh =& m m m+ btg kg kg m m

1,22.22 %,222.22 0,222.22 1,22.22 1,22,222.22 ,22.22 ,22.22 2,222.22 1/2,222.22 11,222.22 %2,222.22 1+,222.22 ,22.22 2,222.22 1+,222.22 0,222.22 ,222.22 2,222.22 %+,22.22 12,222.22 12,222.22 1+,222.22 112,222.22 Provinsi Jawa Tengah, 200

PERALATAN

!arga satuan dasar peralatan untuk pekerjaan peningkatan jalan ruas "agelang#eprekan dapat dilihat pada $abel %.+. $abel %.+ !arga &atuan Dasar 3eralatan 'o 1 +    / 0 %  12 11

raian 4sphalt mi>ing plant 4sphalt finisher 4sphalt sprayer Bulldo?er :ompressor :oncrete mi>er :rane Dump truck $ Dump truck $ @>ca8ator 6enerator set

&atuan jam jam jam jam jam jam jam jam jam jam jam

!arga ()p* 1,/22,222.22 12,222.22 /,222.22 1,222.22 1/0,222.22 0,222.22 +,222.22 +%,222.22 12,222.22 +/,222.22 1%2,222.22

'o

raian

&atuan

1+ "otor grader 122 hp 1 Aheel loader 1 $hree wheel loader /-12$ 1 $andem roller /-12 $ 1/ $ire roller %-12 $ 10 Vibrator roller 1% :oncrete 8ibrator 1 &tone crusher +2 Aater pump 02-122 mm +1 Aater tanker ++ 3ick-up truck 1 $ + @uipment sur8ey + 4lat bantu + :oncrete 3ump Sumber: Dinas Cipta Karya dan Tata Ruang

8.3

ANALISIS HARGA

!arga ()p*

jam %,222.22 jam +0,222.22 jam +%+,222.22 jam +2,222.22 jam 102,222.22 jam ,222.22 jam 0,222.22 jam 0,222.22 jam 2,222.22 jam ++,222.22 jam /2,222.22 =& 122,222.22 =& 1,222.22 jam +1%,+02.1 Provinsi Jawa Tengah, 200

SATUAN

4nalisis harga satuan untuk pekerjaan peningkatan jalan ruas "agelang

-

#eprekan dapat dilihat pada $abel %.. $abel %. Daftar 4nalisis !arga &atuan Sa t

Jml

Urai an P !r"a an

Har#a Sat$an %R&'

U&a( )r"a %R&'

Har#a Alat* Ba(an %R&'

J$mla( %R&'

PERSIAPAN

1

4dministrasi dan Dokumentasi 3embuatan =s !ase"amp 3embuatan #antor =s =apangan

1

=s

1

bh

+

bh

1 1

=s

1

=s

1

=s

+

bh

1%

bh

1

bh

%

bh

+2

bh

3embuatan 6udang &ewa #endaraan )oda  &ewa #endaraan )oda + Biaya =aboratorium 3erabot dan 3eralatan 3royek 3apan 'ama 3royek 3emindahan $iang =istrik 3emindahan $iang $elepon 3emindahan $raffic =ight 3enebangan 3ohon

,22,222.22

,22,222.22

0,222,222.22

0,222,222.22

,222,222.22

,222,222.22

,222,222.22

,222,222.22

1,222,222.22

1,222,222.22

%,222,222.22

1/,222,222.22

,222,222.22

,222,222.22

,22,222.22

,22,222.22

22,222.22

/22,222.22

,22,222.22

%1,222,222.22

+,222,222.22

+//,222,222.22

,222,222.22

+,222,222.22

+,222.22

22,222.22 %,122,222.22

Jml

Sa t


Har#a Sat$an %R&'

U&a( )r"a %R&'


J$mla( %R&'

+,BILISASI

+.22

unit

4sphalt finisher

/22,222.22

1,222,222.22

+.22

unit

/22,222.22

1,222,222.22

+.22

unit

4sphalt sprayer Bulldo?er 122-12 hp

1,+22,222.22

+,222,222.22

1.22

unit

:ompressor

/22,222.22

22,222.22

.22

unit

:oncrete mi>er

22,222.22

/22,222.22

+.22

unit

6enerator set

/22,222.22

1,222,222.22

.22

unit

Dump truck - m

22,222.22

1,+2,222.22

.22

unit

22,222.22

1,+2,222.22

1.22

unit

Dump truck @>ca8ator %2-12 hp

1,+22,222.22

1,222,222.22

1.22

unit

Aheel loader

1,+22,222.22

1,222,222.22

1.22

unit

$andem roller /-% $

1,+22,222.22

1,222,222.22

1.22

unit

$yre roller %-12 $

1,+22,222.22

1,222,222.22

1.22

unit

Vibrator roller -% $

1,+22,222.22

1,+22,222.22

.22

unit

:oncrete 8ibrator

2,222.22

+2,222.22

+.22

unit

Aater pump

+22,222.22

22,222.22

1.22

unit

Aater tanker

/22,222.22

/22,222.22

+.22

set

@uipment sur8ey

+22,222.22

22,222.22

+.22

unit

"otor grader

1,+22,222.22

+,22,222.22

1.22

=&

Demobilisasi

1,222,222.22

1,222,222.22 +,%2,222.22

PE)ERJAAN TANAH P!r"aan Galian &r m

3

2.2

jam

"andor

+,222.22

+1.22

+1.22

2.1201

jam

3ekerja

2,222.22

%.%

%.%

2.2

jam

@>ca8ator

+/,222.22

1,12.2

1,12.2

2.2/1

jam

Dump truck

12,222.22

/,%.22

/,%.22

1.2222

=&

1,222.22

1,222.22

1,222.22

3/0.

3/082.-

4lat bantu

--.8 Ur$#an Biaa &r m

3

2.210%

jam

"andor

+,222.22

12/.%2

12/.%2

2.201

jam

3ekerja

2,222.22

2/.22

2/.22

1.+222

m

"aterial urugan

/0,22.22

%1,222.22

%1,222.22

2.++%

jam

12,222.22

,1.22

,1.22

1.2222

=&

1,222.22

1,222.22

1,222.22

2.210%

jam

Aheel loader

+0,222.22

,+%/./2

,+%/./2

2.22/1

jam

"otor grader

%,222.22

+,2/1.%2

+,2/1.%2

2.2122

jam

Vibro roller

,222.22

,2.22

,2.22

2.2202

jam

Aater tanker

++,222.22

1,0.22

1,0.22

1410-/.

14201--.2

Dump truck 4lat bantu

12.8 Pn ia an Tana( Daar $nt$! Ba6an Jalan r m

2

2.222

jam

"andor

+,222.22

+.22

+.22

2.21/1

jam

3ekerja

2,222.22

/.22

/.22

2.22+

jam

"otor grader

%,222.22

%.22

%.22

2.222

jam

Vibro roller

,222.22

1,2.22

1,2.22

VIII-

Jml

Sa t

2.212

jam

1.2222

=&


Aater tanker

Har#a Sat$an %R&'

U&a( )r"a %R&'


J$mla( %R&'

++,222.22

+,/+.2

+,/+.2

1,222.22

1,222.22

1,222.22

104-.4

10/.4

4lat bantu

3. PE)ERJAAN BAHU JALAN Ba($ Jalan Bat$ P7a( )la B &r m

2.210%

jam

"andor

+,222.22

12/.%2

12/.%2

2.201

jam

3ekerja

2,222.22

2/.22

2/.22

2.02%2

m

2.210%

4gregat kelas B

11,222.22

%1,+2.22

%1,+2.22

jam

Aheel loader

+0,222.22

,+%/./2

,+%/./2

2.%

jam

Dump truck

12,222.22

%,/+.22

%,/+.22

2.2110

jam

"otor grader

%,222.22

,./2

,./2

2.210%

jam

$andem roller

+2,222.22

,/.22

,/.22

2.2202

jam

Aater tanker

++,222.22

1,0.22

1,0.22

1.2222

=&

1,222.22

1,222.22

1,222.22

10-.2

108/.

4lat bantu

12.8 PER)ERASAN BERBUTIR La&ian P9n6ai Ata %Bat$ P7a( )la A' &r m

2.20

jam

"andor

+,222.22

+1.1

+1.1

2,+

jam

3ekerja

2,222.22

1,202.

1,202.

2,//22 2,22 2,20 2,+12 2,2110 2,210% 2,2+11 1,2222



m



m

jam jam jam jam jam

4gregat kasar

12,222.22

,222.22

,222.22

4gregat halus

1,222.22

%,022.22

%,022.22

Aheel loader

+0,222.22

12,/2+.1

12,/2+.1

Dump truck

12,222.22

0,/%%.

0,/%%.

"otor grader

%,222.22

,.10

,.10

$andem roller

+2,222.22

,/.2%

,/.2%

Aater tanker

++,222.22

,0.%

,0.%

1,222.22

1,222.22

1,222.22

2/80343.4-

2/0/38.-1

4lat bantu

10284.1 La&ian P9n6ai Ba:a( %Sirt$ )la A' &r m

3

2.221

hari

"andor

+,222.22

/2.22

/2.22

2.2122

hari

3ekerja

2,222.22

21.+

21.+

1.22

m

&irtu

%,222.22

11,02.22

11,02.22

2.2122

jam

Aheel loader

+0,222.22

+,02.22

+,02.22

2.0

jam

Dump truck

12,222.22

0+,2/0.22

0+,2/0.22

2.2110

jam

"otor grader

%,222.22

,./2

,./2

2.2+1

jam

Vibratory roller

,222.22

0,1/.22

0,1/.22

2.22

jam

$yre roller

102,222.22

01.22

01.22

2.2+11

jam

Aater tanker

++,222.22

,00.2

,00.2

1.2222

=&

1,222.22

1,222.22

1,222.22

221038.1

2210-4.3

4lat bantu

3/1.2 PER)ERASAN ASPAL La&i Ra& Pn#i!at %Prim C9at' %litr'

2,22/2

jam

"andor

+,222.22

/.1

/.1

2,221

jam

3ekerja

2,222.22

1+.2

1+.2

2,/+

kg

2,%%

liter

4spal "inyak tanah

0,%1+.2

,0.2

,0.2

1,222.22

/,00/.22

/,00/.22

VIII-

Jml

Sa t


2,222

jam

4sphalt sprayer

2,222

jam

2,221

jam

Har#a Sat$an %R&'

U&a( )r"a %R&'


J$mla( %R&'

/,222.22

1.22

1.22

Dump truck

+%,222.22

01.22

01.22

:ompressor

1/0,222.22

2.02

2.02

1202.-3

13014-./

1/4.23 La&i Pr!at %Ta7! C9at' %litr'

2,22/2

jam

"andor

+,222.22

1%.22

1%.22

2,221

jam

3ekerja

2,222.22

12.+

12.+

2,%0+

kg

2,+2

liter

2,222

4spal

0,%1+.2

/,2.0%

/,2.0%

"inyak tanah

1,222.22

,21.+2

,21.+2

jam

4sphalt sprayer

/,222.22

1.22

1.22

2,222

jam

Dump truck

+%,222.22

01.22

01.22

2,22/

jam

:ompressor

1/0,222.22

%21./2

%21./2

1103/2.48

11083.8-

121.2 3

Lat9n %AC' & r m

2,2+

jam

"andor

+,222.22

/2.22

/2.22

2,0

jam

3ekerja

2,222.22

1,%22.22

1,%22.22

2,/%0 2, +,022 1,//+ 2,20+



m



m

kg kg jam

2,2+ 2,2+ 2,0 2,202 2,22 2,2+1 1,2222

4gregat kasar

12,222.22

11+,22.22

11+,22.22

4gregat halus

1,222.22

122,/0+.2

122,/0+.2

7iller

22.22

12,%22.22

12,%22.22

4spal

0,%1+.2

1,2+,.0

1,2+,.0

+0,222.22

1+,+/.2

1+,+/.2

1,/22,222.22

/,222.22

/,222.22

Aheel loader 4sphalt mi>ing plant

jam

6enerator set

1%2,222.22

12,%22.22

12,%22.22

jam

Dump truck

jam

12,222.22

0%,0.22

0%,0.22

4sphalt finisher

jam

12,222.22

1,+2.22

1,+2.22

$andem roller

+2,222.22

/,%.2

/,%.2

jam

$yre roller

jam

102,222.22

,2+/.22

,2+/.22

4lat bantu

1,222.22

1,222.22

1,222.22

10412042.14

10410//2.14

=&

201/.

PENGE+BALIAN ),NDISI DAN PE)ERJAAN +IN,R 2

+ar!a Jalan Trm9 Plati &r m

2,202

jam

"andor

+,222.22

2.22

2.22

2,/222

jam

3ekerja

2,222.22

+,01.

+,01.

2,++2

jam

$ukang

%,222.22

1,++1.

1,++1.

1,22

kg

:at marka

0,222.22

1/,+2.22

1/,+2.22

1,222

liter

$hinner

1+,222.22

1+,/22.22

1+,/22.22

2,22

kg

6lassbit

,22.22

+,0.22

+,0.22

2,202

jam

:ompressor

1/0,222.22

1+,+.22

1+,+.22

2,202

jam

Dump truck

+%,222.22

10,%2.22

10,%2.22

1,2222

=&

1,222.22

1,222.22

1,222.22

2/0-.

2102.8/

4lat bantu

022.8/ Ram;$ Jalan 6n#an Prm$!aan Pmant$l %;$a('

2,+12

jam

"andor

+,222.22

1,.2

1,.2

1,20%

jam

3ekerja

2,222.22

,00.

,00.

2,/

jam

$ukang

%,222.22

,//.0

,//.0

VIII-/

Jml

Sa t

1,2222

bh

3lat rambu

1,2222

btg

3ipa 6al8anis

2,21/2 1,2222 2,+12 1,2222



m

=& jam


Har#a Sat$an %R&'

U&a( )r"a %R&'


J$mla( %R&'

2,222.22

2,222.22

2,222.22

%+,22.22

%+,22.22

%+,22.22

Beton #-+2 :at, dan bahan lainnya

00,222.22

,++.22

,++.22

1+,222.22

1+,222.22

1+,222.22

Dump truck

+%,222.22

1,1%.%0

1,1%.%0

1,222.22

1,222.22

1,222.22

4108.8-

420/-8.-

4lat bantu

jam

0-8-.2

Pat9! H!t9mtr %;$a('

2,1/

jam

"andor

+,222.22

+0./2

+0./2

1,10+

jam

3ekerja

2,222.22

,21.22

,21.22

2,%/+

jam

$ukang

%,222.22

,0.0

,0.0

2,2 ,/1+ 1,2222 2,1/ 1,2222



m

kg =& jam jam

Beton #-+2

00,222.22

+2,0.

+2,0.

Baja tulangan

12,222.22

/,11.0+

/,11.0+

:at tembok

1+,222.22

1+,222.22

1+,222.22

Dump truck

+%,222.22

/,0.%2

/,0.%2

1,222.22

1,222.22

1,222.22

130-43./

103.13

4lat bantu

048/.1Pat9! )il9mtr %;$a('

2,1/2

jam

"andor

+,222.22

1,2.2

1,2.2

2,%+%

jam

3ekerja

2,222.22

,0+/.22

,0+/.22

2,+

jam

$ukang

%,222.22

1,%%%.2/

1,%%%.2/

2,11+ 1%,222 1,2222 2,1/2 1,2222



m

kg =& jam jam

Beton #-+2

00,222.22

%0,++.2

%0,++.2

Baja tulangan

12,222.22

1%,222.22

1%,222.22

:at tembok

1+,222.22

1+,222.22

1+,222.22

Dump truck

+%,222.22

1,%%.+2

1,%%.+2

1,222.22

1,222.22

1,222.22

30/3./

3410288./

4lat bantu

/0/4-./ Pnran#an Jalan D$a Ln#an %;$a('

2.2120

hari

"andor

+,222.22

2.22

2.22

2.2%0

hari

3ekerja

+,01.

+,01.

2.2+1

hari

$ukang =istrik

2,222.22 %,222.22

1,++1.

1,++1.

1

btg

$iang 3 !-11

1,02,222.22

1,02,222.22

1,02,222.22

22,222.22

22,222.22

22,222.22

1

=s

3ondasi #rmature

1

bh

$amp #abel Inst.

+,222,222.22

+,222,222.22

+,222,222.22

1

mC

'E" #abel $nh.

1,222.22

1%+,222.22

1%+,222.22



mC

'E76B 3anel

,222.22

,+,222.22

,+,222.22

1

=s

3enerangan

+2,222.22

+2,222.22

+2,222.22

1

=s

3elindung #abel

,222.22

,222.22

,222.22

1

=s

1+,222.22

1+,222.22

1+,222.22

1

=s

%round 3erlengkapan 6alian

,22.22

,22.22

1

=s

3eralatan =istrik

+,22.22

+,22.22

+,22.22

2.

jam

$i&t Car

0,222.22

0,22.22

0,22.22

%,+,22.22

%,+,0+.%/

,22.22

,++.%/ PE)ERJAAN DRAINASE Galian Unt$! Draina &r m

3

VIII-0

Har#a Sat$an %R&'


U&a( )r"a %R&'


J$mla( %R&'

Jml

Sa t

2,+1+

jam

3ekerja

2,222.22

1%.22

1%.22

2,2

jam

"andor

+,222.22

+1.+

+1.+

2,2

jam

@>ca8ator

+/,222.22

1,12.2

1,12.2

2,2

jam

Dump $ruck

+%,222.22

++,0+/.01

++,0+/.01

1,2222

=&

1,222.22

1,222.22

1,222.22

4101/.81

43014/.

4lat Bantu

1023.2 Sal$ran Draina Paan#an Bat$ &r m

3

,21/1

jam

3ekerja

2,222.22

10,+11.%/

10,+11.%/

1,+2%

jam

$ukang

%,222.22

/,2.

/,2.

2,21/

jam

"andor

+,222.22

+,2./2

+,2./2

4gregat kasar

%,222.22

,22.22

,22.22

&emen

1,222.22

1/,++2.22

1/,++2.22

3asir

00,22.22

0,++.0

0,++.0

:oncrete "i>er

0,222.22

2,1+2.%

2,1+2.%

4lat Bantu

1,222.22

1,222.22

1,222.22

302/3.2

3//024.

1,1222 1/1,2222 2,%+ 2,21/ 1,2222



m

kg 

m

jam =&

2/01/1.8

Bt9n &ra7ta! 6n#an &n$t$& ;t9n ;rt$lan# &r m< l;ar = .8 m t;al =/ 7m

1.2222

hari

3ekerja

2,222.22

2,222.22

2,222.22

2.1222

hari

$ukang

%,222.22

,%22.22

,%22.22

2.1222

hari

+,222.22

,+22.22

,+22.22

1.2222

m

"andor 3ipa beton precast ; %2 cm

1/2,222.22

1/2,222.22

1/2,222.22

2.022

m

#erikil kali disaring

112,222.22

12/,022.22

12/,022.22

2.

m

3asir beton

00,22.22

,21.+

,21.+

.0+++

kg

&emen

1,222.22

+1,%+.+2

+1,%+.+2

1.2222

kg

3embesian

12,222.22

12,222.22

12,222.22

2.+222

m

Beton #-22

/1/,222.22

1+,+22.22

1+,+22.22

2.

jam

:oncrete "i>er

0,222.22

,2.22

,2.22

2.

jam

:oncrete Vibrator

0,222.22

,2.22

,2.22

2.

jam

3ompa 4ir

2,222.22

++,++2.22

++,++2.22

2.+%22

=&

4lat Bantu

1,222.22

,+22.22

,+22.22

/0113.4

80113.4

380. G9r9n#>#9r9n# &i&a ;t9n &r7at &r m< ? 8 7m

0.2222

jam

3ekerja

2,222.22

2,222.22

2,222.22

2.0222

jam

$ukang

%,222.22

,%22.22

,%22.22

2.0222

jam

+,222.22

,+22.22

,+22.22

1.2222

m

"andor 3ipa beton precast ; %2 cm

1+,222.22

1+,222.22

1+,222.22

2.022

m

#erikil kali disaring

112,222.22

12/,022.22

12/,022.22

2.

m

3asir beton

00,22.22

,21.+

,21.+

.0+++

?ak

&emen

1,222.22

+,/12.+2

+,/12.+2

2.

jam

0,222.22

,2.22

,2.22

2.

jam

:oncrete "i>er 4lat penggetar beton

,222.22

1%,%0.22

1%,%0.22

2.

jam

3ompa 4ir

2,222.22

++,++2.22

++,++2.22

2.+%22

=&

4lat Bantu

1,222.22

,+22.22

,+22.22

-10234.4

-80234.4

380.

VIII-%

Sa t

Jml

Har#a Sat$an %R&'


U&a( )r"a %R&'


J$mla( %R&'

PE)ERJAAN +EDIAN Pmaan#an )r; ti& B &r m@

2,21

jam

3ekerja

2,222.22

/.01

/.01

2,22

jam

$ukang

%,222.22

1%.12

1%.12

2,221

jam

"andor

+,222.22

.22

.22

1,/022

bh

#erb tipe B

,222.22

0,12.22

0,12.22

3asir

00,22.22

/.22

/.22

&emen

1,222.22

1,112.22

1,112.22

4lat bantu

1,222.22

12.22

12.22

2808-4.

280/-.81

2,22/2 +,/122 2,2122



m

kg =&

2.81 2

Pmaan an Pain Bl97! r m

2,2%

jam

3ekerja

2,222.22

0.1

0.1

2,222

jam

$ukang

%,222.22

+10.1

+10.1

2,22%

jam

"andor

+,222.22

2.22

2.22

3a8ing block

2,222.22

2,222.22

2,222.22

3asir

00,22.22

,%2.22

,%2.22

,222.22

%,22.22

%,22.22

1,222.22

0.22

0.22

304.

0/1.2

1,2222 2,20+2 2,2+2 2,2+2

+

m



m

jam

Vibro roller 4lat bantu

=&

8.

/2.2

PERHITUNGAN V,LU+E

PE)ERJAAN

4. 3enyiapan Badan alan # F =ebar alan > 3anjang alan # F 1 > %/22 F 1+222 m

+

B. Bahu alan, Batu 3ecah #elas B ' F + > =ebar Bahu alan > $ebal Bahu alan > 3anjang alan ' = + × 1. × 2. × %/22 = 22 m



:. =apis 3ondasi Bawah, &irtu #elas 4 ' F =ebar 3erkerasan $ambahan > $ebal 3ondasi Bawah > 3anjang alan ' = ( × 2./ × /2) + (0 × 2./ × 0/* + (1 × 2./ × 1* = +012.2 m



D. =apis 3ondasi 4tas, Batu 3ecah #elas 4 ' F =ebar 3erkerasan $ambahan > $ebal 3ondasi 4tas > 3anjang alan ' = ( × 2.+ × /2 ) + (0 × 2.+ × 0/* + (1 × 2.+ × 1* = 11.+ m



VIII-

@. =aston (4:*, untuk =apis 3ermukaan dan =apis (ver)ay 1. =apis permukaan ' F =ebar 3erkerasan $ambahan > $ebal =apis 3ermukaan > 3anjang alan ' = ( × 2.1 × /2* + (0 × 2.1 × 0/* + (1 × 2.1 × 1* = %2.2m +.

=apis over)ay ' F =ebar 3erkerasan $ambahan > $ebal (ver)ay > 3anjang alan ' = (1 × 2.1 × /2* + (0 × 2.1 × 0/* = %1.0 m

7. 3rime :oat, diperlukan 1. lt9m



+

' F =ebar 3erkerasan $ambahan > 3anjang alan > 1. lt9m

+

' = (, × /2* + (0 × 0/* + (1- × 1* × 1., = 000/. lt 6. $ack :oat, diperlukan 2. lt9m

+

' F =ebar 3erkerasan > 3anjang alan > 2. lt9m

+

' = 1 × %/22 × 2. = -+1-2 liter !. 6alian dan $imbunan $anah =uas galian dan timbunan tanah dapat dilihat pada tabel %. $abel %. =uas 6alian dan $imbunan +

=uas (m * 'o 1 +    / 0 %  12 11 1+ 1 1 1

&$4 1G%2 G1+ G2 G202 G2 G2 G+1 G/2 /G102 /G12 /G/2 0G2+2 0G+2 0G/02 %G2 umlah

Sumber : *asi) #na)isa

6alian 1G0+2 G2 G202 G2 G2 G+1 G/2 G+ /G12 /G+2 0G2+2 0G+2 0G/02 %G12 %G22

.2 +.+ 111.%2 0.// /2/./ 1/.12 +.2 0+.// ./0 /0.0 1. 0/.%

$imbunan +./ 0%.0 2.1 %%.% +/.1% %. 0.% .% %1.0



$otal 8olume galian

F =uas galian > lebar (pelebaran jalanGmedianGbahu jalan* +

F 0/,% m > 1 m 

F 1+/+,0 m

$otal 8olume timbunan F =uas galian > lebar (pelebaran jalanGmedianGbahu jalan* +

F %1,0 m > 1 m 

F 120%, m

I.

Drainase alan 1.

6alian ' F =ebar Drainase > $inggi Drainase > 3anjang alan > + ' = 1, × 1, × /122 × + = +/+2m



' = 2,+ × 2,1 × +22 × + = 1%/m





$otal 8olume galian F +/+2 G 1%/ F +%2/ m +.

3asangan batu tanpa penutup 2.

2.

2. 2./

2./

2.

2.%

2.

6ambar %.1 &aluran &ing 3asangan Batu $anpa 3enutup

+

=uas penampang pasangan batu F 1, m 3anjang jalan '

F /122 m

F + > 3anjang alan > =uas 3enampang 3asangan batu F + > /122 > 1, 

F 1%/2 m .

3asangan batu dengan penutup beton bertulang

2.122

2.+22

6ambar %.+ &aluran &ing Beton 3racetak dengan 3enutup

3anjang jalan

F +22 m

3anjang saluran

F 222 m

. 6orong-gorong 6orong H gorong dipasang melintang jalan dengan ; %2 cm, panjang tiap gorong H gorong +2 meter dan jumlah gorong H gorong adalah 1 buah

#. 3elengkap alan 1.

"arka dan 3embatas $epi alan

•

"arka arak antara

  meter

=ebar

 2,1+ meter

3anjang

 ,2 meter

umlah  + marka sepanjang ruas jalan

%/22 2,1+ ×  × × + ( + *

V F F

•

1+2 m

+

3embatas $epi jalan =ebar

 2,1+ meter

3anjang

 %/22 meter

umlah   marka sepanjang ruas jalan V F 2,1+ × %/22 ×  

F 1+% m

•

Jebra :ross =ebar

 2, meter

3anjang

 ,2 meter

umlah

 % ?ebra cross sepanjang ruas jalan

V F

F

•

$otal

⎛ 10 ⎛ ⎞⎞ ⎜ ⎟⎟×% × ⎟ ⎟ ⎜ (2, × 0,2* + ⎜ 2, ×(2, + 2,* ⎜ ⎝ ⎝ ++2.% m

F

+



1+2 G 1+% G ++2.% F /%.% m

+.

)ambu

F diasumsikan %2 buah

.

"edian

F 2. > + > %/22 

F 1/2 m .

#erb F 2. > 2. > + > %/22 

F +%2 m .

3atok kilometer

F (3anjang alan 9 1222* > + F (%/22 9 1222* > + F 10.+ K 1/ buah

/.

3atok hektometer

F ((3anjang alan 9 122* H 3atok #ilometer* > + F ((%/22 9 122* H %* > + F 1/ buah

%.

3ekerjaan embatan a. embatan #aligung ™

Bentang

 , meter

™

=ebar

@ksisting

 1+ meter

™

=ebar

)encana

 +2 meter

™

3elebaran

™

$ulangan "emanjang diasumsikan ;1+ H +22

™

$ulangan "elintang diasumsikan ;1/ H +22

 % meter

m

+; 1+ - +22

; 1/ - +22

. + , 2

, m

6ambar %. 4sumsi 3lat embatan

1* 3ekerjaan Beton #-2 ' F 3elebaran embatan > 3anjang embatan > $ebal 3lat ' = % × . × 2.+ = %.% m



+* 3ekerjaan $ulangan =uas $ulangan "emanjang ୨୆ ୫୆୆୲୆୬

F 2 ൈ

ଵ

ൈ π ൈ d ଶ ൈ

୆ୟ୰ୟ୩ ୟ୬୲ୟ୰ ୲୳୪ୟ୬୆୆ ୆ ୟ୬

ସ

F 2 ൈ ସ

୆୬ ୆ ୲ୟ୬୆

ଵ

ଶ ൈ π ൈ 0.012 ൈ ୆.ଶ

ସ.ସ

+

F 2.22% m Volume $ul. "emanjang

F =uas $ul. "emanjang > Bentang emb. 

F 2.22% > . F 2.2+1 m =uas $ulangan "elintang ୨୆ ୫୆ ୆୲ୟ୬

F2

ൈ ସ

ଵ

ൈ π ൈ d

ଶ

ൈ

୐ୠ୆୰

୆ୟ୰ୟ୩ ୟ୬୲ୟ୰ ୲୳୪ୟ୬୆୆ ୟ୬ ୆

F 2 ൈ ସ

ଵ

F 2.21/1 m Volume $ul. "elintang

ଶ ൈ π ൈ 0.016 ൈ ୆.ଶ

+

F =uas $ul. "elintang > =ebar emb. 

F 2.21/1 > % F 2.1+%/ m Volume $ul. $otal



F 2.2+1 G 2.1+ F 2.12 m

ntuk perhitungan 8olume selengkapnya dapat dilihat di $abel %..

଼

$abel %. 3erhitungan Volume 3ekerjaan embatan 'ama embatan #aligung #ali &oko

Bentang (m*

=ebar @ksisting (m*

3elebaran (m*

Beton #-2  (m *

Vol. $ulangan  "emanjang (m *

Vol. $ulangan  "elintang (m *

$otal Vol.  $ulangan (m *

3.:.I 6irder

$iang 3ancang ;/2 cm, h F 12m

,

1+

%

%,%

2,2+1

2,1+%/

2,12

-

-



1%,0

1,+

2,0

2,212+

2,221

2,21

-

-

+,

1,

,/

,

2,2201

2,2/2

2,2021

-

-

embatan I

+

12,

,/

,%+

2,22

2,1%01

2,110

-

-

embatan Blondo I

2

%

-

122

+,%+/2

2,1+%/

+,/

/

/2

embatan #unjang

0,

,

12,/

+1,20

2,202

2,++0

2,+%

-

-

embatan "anggis

VII-1

=. ESTI+ASI HARGA

PE)ERJAAN

@stimasi harga untuk pekerjaan peningkatan jalan ruas $rengguli H ati dapat dilihat pada $abel %./. $abel %./ @stimasi !arga 3ekerjaan raian

&at

3erkiraan #uantitas

!arga &atuan

!arga 3ekerjaan

3@)&I434' D4' "5BI=I&4&I "obilisasi

=&

1.22

02,2,222.22

02,2,222.22

6alian ntuk Drainase

mL

+%2/.22

,1/.2

1,%,02,2.

&aluran 3asangan Batu dengan mortar

mL

1%/2.22

//,+.2

,%11,21,200./2

&aluran Beton 3racetak dengan penutup

mC

222.22

%,11.

,2,/0,+2.22

6orong-gorong beton precast ; %2 cm

mC

+%2.22

0%,+.

+2,2,+/.22



1+/+.0

/,%+.20

,/0,02/,.%



120%.

1+,100.+2

1,/2,%2,%%.

3@#@)44' D)4I'4&@

3@#@)44' $4'4! 6alian biasa rugan biasa

m

=. ESTI+ASI HARGA

PE)ERJAAN

@stimasi harga untuk pekerjaan peningkatan jalan ruas $rengguli H ati dapat dilihat pada $abel %./. $abel %./ @stimasi !arga 3ekerjaan raian

&at

3erkiraan #uantitas

!arga &atuan

!arga 3ekerjaan

3@)&I434' D4' "5BI=I&4&I "obilisasi

=&

1.22

02,2,222.22

02,2,222.22

6alian ntuk Drainase

mL

+%2/.22

,1/.2

1,%,02,2.

&aluran 3asangan Batu dengan mortar

mL

1%/2.22

//,+.2

,%11,21,200./2

&aluran Beton 3racetak dengan penutup

mC

222.22

%,11.

,2,/0,+2.22

6orong-gorong beton precast ; %2 cm

mC

+%2.22

0%,+.

+2,2,+/.22



1+/+.0

/,%+.20

,/0,02/,.%



120%.

1+,100.+2

1,/2,%2,%%.

1+222.22

1,/2.2

+,/,01/,+22.22



22.22

1,%/2.22

1,0,%,%22.22



11.+

+/,/%.01

,21,,0+.



+012.2

++1,02.

/,122,1,//.1+

=apis resap pengikat (prime coat*

ltr

00/.2

1,10./

121,+%,1/.2

=apis perekat (tack coat*

ltr

+12.22

11,%.%0

%,2,1.%%

+

10+.+2

1,1,//+.1

+1,+2,,/0.+

3@#@)44' D)4I'4&@

3@#@)44' $4'4! 6alian biasa rugan biasa 3enyiapan tanah dasar untuk jalan

m m

3@#@)44' B4! 4=4' 4gregat kelas B

m

3@)#@)4&4' B@)B$I) =apis pondasi atas (batu pecah kelas 4*

m

=apis pondasi bawah (sirtu kelas 4* 3@#@)44' 4&34=

=aston 3ermukaan (4:*

m

3@'6@"B4=I4' #5'DI&I D4' 3@#@)44' "I'5) "arka jalan termoplastis

mM

/%.%2

+12,+.%/

1,1%,/,%+.%/

)ambu jalan dengan permukaan pemantul

bh

%2.22

+,/0%.20

+,0,+.+

3atok hektometer

bh

1/.22

12,2.1

+1,%,2.+

3atok kilometer

bh

1/.22

1,+%%.2/

,/+2,/2%.1

3enerangan jalan dua lengan

bh

1.22

/,+2,222.22

%,02,222.22

m

+%2.22

+2%,/0.%1

,1/,%.0

+

1/2.22

,/1.+

+2,+,1.+

embatan #aligung

=&

1.22

%,+0,22.22

%,+0,22.22

embatan #. &oko

=&

1.22

+,22,222.22

+,22,222.22

embatan #. "anggis

=&

1.22

10,+0,22.22

10,+0,22.22

embatan I

=&

1.22

+,11+,22.22

+,11+,22.22

embatan Blondo 1

=&

1.22

0,/,1%0,22.22

0,/,1%0,22.22

embatan #. #unjang

=&

1.22

0,2%,222.22

0,2%,222.22

J$mla(

//0840-3048.8

3@#@)44' "@DI4' 3emasangan kerb tipe B 3emasangan pa8ing block

m

PE)ERJAAN JE+BATAN

asa #ontraktor 12N

F

/0/804-034.8

umlah

F

-308/04-08.-8

33' 12N

F

-0380/4-08.8

VII-1/

$5$4= Dibulatkan

F

80834022-0884.24

F

80834022-08.

$erbilang  Delapan 3uluh "ilyar Delapan )atus $iga 3uluh =ima uta Dua )atus Dua 3uluh $ujuh )ibu Delapan )atus )upiah

Rab Jembatan 12 meter

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