Halte

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB)

PEKERJAAN KEGIATAN TAHUN ANGGARAN LOKASI NO

: : : :

URAIAN PEKERJAAN

 JUMLAH (Rp)

I II III IV

PEKERJAAN PONDASI PEKERJAAN STRUKTUR PEKERJAAN LANTAI PEKERJAAN ATAP

21,958,989.63 36,046,657.03 13,441,388.16 7,395,087.70

V

PEKERJAAN LAINNA

10,090,530.00

 JU!LAH PPN 10"  JU!LAH DI#ULATKAN

88,932,652.52 8,893,265.25 97,825,917.77  

97,825,000.00

RENCANA ANGGARAN BIA

PEKERJAAN KEGIATAN TAHUN ANGGARAN LOKASI NO

URAIAN PEKERJAAN

VOLUME

SAT

a

b

c

d

I

II

III

IV V

: : : :

PEKERJAAN PONDASI G$%&$' P$'($') U%&' 10 *10 * 200 P$-$')$' #$+ G'') L$/&- P$-&  L$'+$& PEKERJAAN STRUKTUR S% K% #$% #+' $' T%&-$' #+' +/$+ D PEKERJAAN LANTAI L$'+$& K$& K$& D$' H K$& T/$+  PEKERJAAN ATAP A+$/ D$ PEKERJAAN LAINNA P$$' $+ #* H S$')$++$ #&%%$

5.04 !3 10.00 T&+& 4.20 !3 1.12 !3 4.03 !3 1.51 1.04 0.98 2.26 1.36

!3 !3 !3 !3 !3

11.50 13.33 38.40

!2 !2 !2

1.82

!3

37.80 8.00

!2 #

1.00

L-

 

A (RAB)

HARGA SATUAN (Rp) e

 JUMLAH (Rp) f=dxe

47,200.00 243,500.00 1,200,100.00 313,800.00 3,445,988.50

237,888.00 2,435,000.00 5,040,420.00 351,456.00 13,894,225.63

5,016,720.00 5,279,270.00 4,956,720.00 5,016,720.00 5,016,720.00

7,585,280.64 5,464,044.45 4,837,758.72 11,336,834.02 6,822,739.20

212,585.00 212,585.00 212,585.00

2,444,727.50 2,833,396.66 8,163,264.00

4,063,235.00

7,395,087.70

28,850.00 500,000.00

1,090,530.00 4,000,000.00

5,000,000.00

5,000,000.00

PROGRAM KEGIATAN LOKASI TAHUN DIKERJAKAN

 A 1

1 M1 PENGUKURAN DAN PEMASANGAN BOUPLANK 0.005

M³

Kayu 5/

!"500"000.00

1#"1!5.00

0.0!0

K$

Pa%u B&a'a

1"500.00

#0.00

0.00

L*+

Kayu Papa, !/!0

#"000"000.00

1!"000.00

0.010

O-

Tu%a,$

1!0"000.00

0.010

O-

Kpaa Tu%a,$

150"000.00

0.050

O-

P%+a

100"000.00

0.005

O-

Ma,2+

130"000.00 !5"515.00

B1

1 M# GALIAN TANAH BIASA SEDALAM 1 METER 0.00

O-

P%+a

100"000.00

0.00

O-

Ma,2+

130"000.00 4

B

1 M# URUGAN PASIR 1.!00

M³

Pa'&+ Pa'a,$a,

!#5"000.00

0.#00

O-

P%+a

100"000.00

0.010

O-

Ma,2+

130"000.00

!3!"000.00

!3!"000.00

61

SATU TITIK 6ERU6UK ULIN 10/10 4 ! M 7 KALANG 8 SUNDUK 0.0!0

M³

Ba2% U&, 10/10 4 ! 9

"300"000.00

:"000.00

0.00#

M³

Ba2% U&, 5/10

5"!00"000.00

1#"000.00

0.005

M³

Papa, U&, !.5/!0

5"300"000.00

!"000.00

0.500

O-

Tu%a,$

1!0"000.00

0.050

O-

Kpaa Tu%a,$

150"000.00

0.!00

O-

P%+a

100"000.00

0.100

O-

Ma,2+

130"000.00 1#3"000.00

D!

1 M³ PASANGAN PONDASI BATU GUNUNG 1.!00

M³

Ba;u Gu,u,$

50"000.00

50"000.00

#.!:0


S9, = 50 K$

0"000.00

!#"00.00

0.5!0

M³

Pa'&+ Pa'a,$a,

!#5"000.00

1!!"!00.00

0.:00

O-

Tu%a,$

1!0"000.00

0.0:0

O-

Kpaa Tu%a,$

150"000.00

1.500

O-

P%+a

100"000.00

0.05

O-

Ma,2+

130"000.00 55":00.00

>1

BESI BETON PER KG 1.050

K$

B'& B;2,

11"000.00

11"550.00

0.015

K$

Ka?a; B;2,

1"500.00

!:!.50

0.00

O-

Tu%a,$

1!0"000.00

0.001

O-

Kpaa Tu%a,$

150"000.00

0.00

O-

P%+a

100"000.00

0.000

O-

Ma,2+

130"000.00 11"31!.50

>!

1 M@ PEKERJAAN BEGISTING SLOO> 0.05

M³

Kayu M+a,;&

#"000"000.00

1#5"000.00

0.500

L*+

Py?22

0"000.00

5"000.00

0.#00

K$

Pa%u B&a'a

1"500.00

5"350.00

0.100

L;+

M&,ya% B$&';&,$

15"000.00

1"500.00

0.!:0

O-

Tu%a,$

1!0"000.00

0.0!:

O-

Kpaa Tu%a,$

150"000.00

0.#00

O-

P%+a

100"000.00

0.005

O-

Ma,2+

130"000.00 13"#50.00

>#

1 M@ PEKERJAAN BEGISTING KOLOM 0.00

M³

Ba2% M+a,;&

#"000"000.00

1!0"000.00

0.500

L*+

Py?22

0"000.00

5"000.00

0.00

K$

Pa%u B&a'a

1"500.00

"300.00

0.!00

L;+

M&,ya% B$&';&,$

15"000.00

#"000.00

0.##0

O-

Tu%a,$

1!0"000.00

0.0##

O-

Kpaa Tu%a,$

150"000.00

0.#00

O-

P%+a

100"000.00

0.00:

O-

Ma,2+

130"000.00 15"300.00

>

1 M@ PEKERJAAN BEGISTING RINGBALK 0.00

M³

Papa, M+a,;&

#"000"000.00

1!0"000.00

0.500

L*+

Py?22

0"000.00

5"000.00

0.#00

K$

Pa%u B&a'a

1"500.00

5"350.00

0.100

L;+

M&,ya% B$&';&,$

15"000.00

1"500.00

0.!:0

O-

Tu%a,$

1!0"000.00

0.0!:

O-

Kpaa Tu%a,$

150"000.00

0.#00

O-

P%+a

100"000.00

0.005

O-

Ma,2+

130"000.00 1!"#50.00

>5

1 M@ PEKERJAAN BEGISTING BALOK 0.00

M³

Papa, M+a,;&

0.00

K$

Pa%u B&a'a

#"000"000.00

1!0"000.00

0"000.00

#:"000.00

 

1"!00.00 1"500.00 5"000.00 00.00 3":00.00

0"000.00 "!00.00 "!00.00

#0"000.00 1"300.00 #1"300.00

 

:0"000.00 "500.00 !0"000.00 13"000.00 105"500.00

!"000.00 "000.00 150"000.00 1#"500.00 !"500.00

 

30.00 105.00 00.00 5.00 1":.00

#1"!00.00 #"00.00 #0"000.00 00.00 ::"000.00

#":00.00 "50.00 #0"000.00 1"030.00 5":#0.00

#1"!00.00 #"00.00 #0"000.00 00.00 ::"000.00

SKETSA GAMBAR

A. Galian * Keliling

* Lebar

* Tinggi Pancang Ulin 10 x10 x 200 Pasangan Batu Gunung

* Keliling

* Lebar

* Tinggi Lapis Pasir

* Panjang * Lebar * Tinggi

Cor Lantai

* Panjang * Lebar * Tinggi

loo!

* Keliling

* Lebar * Tinggi * Luas Kolo"

* Ban#a$ * Tinggi

Balo$

* Panjang

* Lebar * Tinggi Atap %a$

* Panjang

* Lebar * Tinggi

Lantai Kera"i$

* Panjang * Lebar

Kera"i$ %u&u$an 'uru!

* Luas

Kera"i$ Te"pat &u&u$

* Luas * Ban#a$

Beton &u&u$an Tulisan

Luas %u&u$an '

Panjang &u&u$a Beton te"pat %u&u$

* Panjang * Lebar * Tinggi * Ban#a$

Pe$erjaan Cat

Kolo" Atap

PERHITUNGAN VOLUME

( ).+). +1+1 ( 1. / Atas Ba3a4

( 0. ( 0.

/

( 0.

/

KET.

,-KxLxT

VOLUME SAT.

.0 /

/

10 Ti5$ ( ).+). +1+1 ( 1. / Atas Ba3a4

( 0. ( 0.

/

( 0.

/

( 

/

( 2.

/

( 0.0

/

( 

/

( 2.

/

( 0.1

/

,-KxLxT

.2 /

,-KxLxT

1.12 /

,-KxLxT

.02 /

,-KxLxT

1.12 /

,-KxLxT

1.0 /

/

( ).+). +1+1 ( 1. / ( 0.

/

( 0.

/

( 0. x 0. ( 0.06 /

( 

B4

( 2.

/

/e"anjang

"elintang

( + ( 1

/

( 2.+2.+2. ( . /

( 0.2

/

( 0.2

( 0.2

( 0.2

/

(

0. /

,-KxLxT

0. /

,-KxLxT

0.6) /

,-KxLxT

1.12 /

,-KxLxT

0.) /

,-KxLxT

1.2 /

/ /

(

( 

/

( 

/

( 2.

/

( 2.

/

/

( 0.0

( 0.0

,-KxLxT

/ 0.612

atas &epan a"ping

( 

/

( 2.

/

( .00 ( .22

/

( 0.0 ( .

x 1

( 0.00 ( 2.00

+

11. /2

1.2

x

0.

.

( 1

uru!

,- LxP  A 7 G A T T A Total

( 0.011 ( 0.)) ( 0.2 ( 0.11 ( 0.)) ( 0.2122 ( 0.2122 ( 0.)) .22

2.261 /

n

( 0.) ( 0.

/

( 0.

/

( 0.

/

( 1)

Bua4

( 1. ( 2

,-KxLxTxB

1. /

).

KEGIATAN



LOKASI



TAHUN DIKERJAKAN



1

!

#



1

Tu%a,$

Ha+&

1!0"000.00

!

Kpaa Tu%a,$

Ha+&

150"000.00

#

P%+a

Ha+&

100"000.00



Ma,2+

Ha+&

130"000.00

1

!

#



1

Pa%u B&a'a

K$

1"500.00

!

Pa; B$

K$

!"500.00

#

Pa%u R22

K$

#0"000.00



Pa%u S%+up

B-

#!5.00

5

B'& B;2,

K$

11"000.00

:

Ka?a; B;2,

K$

1"500.00



S,$ Pa;

M!

5"000.00

3

B'& H22? Gaa,&' 0.0.1

M1

1"000.00



B'& H22? Gaa,&' !0.0.1

M1

15"000.00

10

Bau;

K$

!0"000.00

11

P&pa PF6 ! 

M1

1!"500.00

1

Kayu M+a,;& 5/

M³

#"000"000.00

!

Py?22 T*a  99

L*+

0"000.00

#

L&'; G&'u9

B;$

!#"000.00



 Ba2% U&, 10/10

M³

"300"000.00

5

 Papa, U&, !/!0

M³

5"300"000.00

:

Ba2% U&, 5/10

M³

5"!00"000.00

1

Pa'&+ Pa'a,$a,

M³

!#5"000.00

!

Pa'&+ B;2,

M³

!#5"000.00

#

Ba;u Sp&; ! 4 # 9

M³

:3"500.00



S9, = 50 %$


0"000.00



K+a9&% La,;a& 0/0

D2'

110"000.00

3

Ta,a- U+u$

M³

50"000.00



Ba;u $u,u,$

M³

50"000.00

10

Ba;a

B-

1"500.00

11

Pa'&+ U+u$

M³

!#5"000.00

1

A;ap G,;,$ M;a

L*+

50"000.00

!

Bu*u,$a, G,;,$ M;a

B-

0"000.00

#

Baa P+2&

M@

15"000.00



G,;,$ S9,

B-

"000.00

5

Bu*u,$a, G,;,$ S9,

B-

1"50.00

1

Ku,& P&,;u Ta,a9

B-

500"000.00

!

E,$' #

P'$

15"000.00

#

E,$' 

P'$

!0"000.00



G+, J,a

B-

!!"000.00

5

Ha% A,$&,

P'$

15"000.00

:

Kaa B,&,$ 5 99

M@

15"000.00



Ha, Ha,

B-

#0"000.00

1

6a; T9*2%

K$

"500.00

!

Pa9&+ D&,&,$

K$

!3"000.00

#

6a; M,&

K$

!:"000.00



6a; K&a;

K$

55"000.00

5

D9pu 6a; K&a;

K$

!0"000.00

:

M&,ya% 6a;

L;+

#5"000.00



K+;a' G2'2% / A9pa'

L*+

"500.00

3

M&,ya% B$&';&,$

L;+

15"000.00

5

5