rab aluh2 besar titian ver 2

7/25/2019 Rab Aluh2 Besar Titian Ver 2

1/103

ANALISA SATUAN HARGA BAHAN DAN

PEKERJAAN PENGADAAN DAN PEMASANG

KABUPATEN BANJAR

TAHUN ANGGARAN 2013

Analisa Uraian Pekerjaan Sa!an In"eks

Pi#a $ 1 %& Pen'a"aan Dan Pe%asan'an Pi#a GIP

Pi#a $(1 Pi#a ) *0 %%

Pengadaan Pipa 50 mm m' 1.0000

Pemasangan pipa

- Mandor hari 0.0410

- Tukang pipa hari 0.1367

- Pekerja hari 0.080

- Penge!asan "5# dari $ahan% !s 1.0000

- &!a (anu Perpipaan se 1.0000

(ia)a Per - Meer

J!%la+

Bia,a U%!% - Ke!

Toa! Terpasang Per - Meer T/al

Pi#a $(1 Pi#a ) 100 %%

Pengadaan Pipa 100 mm m' 1 0000


2/103

Pengadaan Pipa 100 mm m' 1 0000


Pi#a $(2 Pi#a ) 1*0 %%


Pemasangan pipa

- Mandor hari 0.0830





(ia)a Per - Meer

J!%la+

Bia,a U%!% - Ke!


Pi#a $(3 Pi#a ) 200 %%


Pemasangan pipa

- Mandor hari 0.0*70


- Pekerja hari 0.1*40


&!a (anu Perpipaan se 1 0000


3/103




(ia)a Per - MeerJ!%la+

Bia,a U%!% - Ke!


Pi#a $( Pi#a ) 3*0 %%


Pemasangan pipa- Mandor hari 0.13*0





(ia)a Per - MeerJ!%la+

Bia,a U%!% - Ke!


Pi#a $( Pi#a ) 00 %%


Pemasangan pipa


4/103

Pi#a G(1 ) 200 5 *0 %%




- &!a $anu perpipaan se 1.0000J!%la+

Bia,a U%!% - Ke!

T/al

Pi#a G(2 ) *0 5 2*0 %%



- Pekerja hari 0.780- &!a $anu perpipaan se 1.0000

J!%la+

Bia,a U%!% - Ke!

T/al


5/103

UPAH

AN PIPA

Har'a Sa!an J!%la+

6R#7 6R#7

163+310.00 163+310.00

138310(00

8+000.00 3+36.00

74+000.00 10+113.*

70+000.00 5+740.00

8+165.50 8+165.50

40+000.00 40+000.00

830(9

3(1

13893(1

!n'an 10. 1839(3

10832(19

375 870 00 375 870 00


6/103

2829(33

480+8*0.00 480+8*0.00

0890(00

8+000.00 6+806.00

74+000.00 0+473.5

70+000.00 11+60.00

4+044.50 4+044.50

40+000.00 40+000.00102893(*

18029(

18919(

!n'an 10. 8191(9

*308111(3

1+48+*00.00 1+48+*00.001828900(00

8+000.00 7+*54.00

74+000.00 3+*6.57

70+000.00 13+580.00

71+445.00 71+445.00

40 000 00 40 000 00


7/103

70+000.00 17+500.00

18+700.00 18+700.00

45+000.00 45+000.00

232823(21

28322(328*8322(3

!n'an 10. 2*832(2

283389**(12

3+088+800.00 3+088+800.00

380800(00

8+000.00 11+3*8.00

74+000.00 34+86.53

70+000.00 1*+460.00

154+440.00 154+440.00

45+000.00 45+000.00

28*(*3

28*(*380918*(*

!n'an 10. 30981(*

38008*90(3

3+706+560.00 3+706+560.00

3808*0(00


8/103

8+000.00 5+658.00

74+000.00 17+01*.*3

70+000.00 *+660.00

0+000.00 0+000.00*2833(93

!n'an 10. *8233(9

*8*1(3

8+000.00 11+3*8.00

74+000.00 34+86.53

70+000.00 1*+460.00+500.00 +500.00

8(*3

!n'an 10. 8(*

980(9


9/103

DA$TAR HARGA SATUAN PIPA DAN A::ESS;RIES

KABUPATEN BANJAR

TAHUN ANGGARAN 2013

N; JENIS BAHAN SATUAN

I MATERIAL

1 A( PIPA P


10/103

Tee &!! hoke P/

400 mm (uah

350 mm (uah

300 mm (uah50 mm (uah

00 mm (uah

150 mm (uah

100 mm (uah

Tee &!! !ange 2P


300 mm (uah

50 mm (uah

00 mm (uah

150 mm (uah

100 mm (uah

B( BEND

400 mm (uah

350 mm (uah

300 mm (uah

50 mm (uah

00 ( h

(end *0 &!! hoke P/


11/103

50 mm (uah

00 mm (uah

150 mm (uah

100 mm (uah

:( $LANGE

400 mm (uah

350 mm (uah

300 mm (uah

50 mm (uah


100 mm (uah

400 mm (uah

350 mm (uah


00 mm (uah

150 mm (uah

100 mm (uah

!ange pigo

400 ( h

!ange as 2P *0

!ange as 2P 45


12/103

2ae /a!e idah (esi

400 mm (uah


00 mm (uah

150 mm (uah

100 mm (uah

E( BUTTER$L> ADAPT;R


300 mm (uah

50 mm (uah

00 mm (uah

150 mm (uah

100 mm (uah

$( :HE:K


13/103

300 mm (uah

50 mm (uah

00 mm (uah

150 mm (uah

100 mm (uah

G( GIB;ULT J;INT

2i$ou! :oin

400 mm (uah

350 mm (uah

300 mm (uah


150 mm (uah

100 mm (uah

H( REDU:ER

;eduer &!! hoke P/


300 mm (uah

50 mm (uah

00 mm (uah

150 mm (uah

100 mm (uah


14/103

150 mm (uah

100 mm (uah

K( ATER METER


300 mm (uah

50 mm (uah

00 mm (uah

150 mm (uah

100 mm (uah

L( $L; METER

300 mm (uah

50 mm (uah

00 mm (uah

150 mm (uah

100 mm (uah

M( PIPA DINDING 6ALL PIPE7

400 mm (uah

350 mm (uah

300 mm (uah

50 mm (uah

00 ( h


15/103

100 mm (uah

II PERALATAN

1 &!a (anu Pipa 2P

9iameer *00 - 100 mm se700 - 850 mm se

500 - 650 mm se

50 - 450 mm se

50 - 00 mm se

&!a (anu &essories Pipa 2P

9iameer *00 - 100 mm se700 - 850 mm se

500 - 650 mm se

50 - 450 mm se

50 - 00 mm se

3 &!a (anu Pipa P/

9iameer *00 - 100 mm se750 - 850 mm se

600 - 700 mm se

450 - 550 mm se

300 - 400 mm se

150 - 50 mm se

50 - 100 mm se


16/103


17/103

HARGA

1+663+080.00

1+385+*00.00

1+034+3*0.00

861+**0.00

53*+670.00

345+770.00

4+100.00

16+070.00

105+060.00

4+447+870.00

3+706+560.00

3+088+800.00

+574+000.00

+145+000.00


18/103

6+415+00.00

5+346+000.00

4+455+000.001+874+400.00

1+6**+500.00

66*+*00.00

*7+000.00

10+454+400.008+71+000.00

7+60+000.00

5+*40+000.00

3+*60+000.00

3+036+000.00

+145+000.00

14+130+600.00

*+446+50.00

3+01*+500.00

1+73+500.00

**0 000 00


19/103

1+74*+000.00

1+188+000.00

7*+000.00

46+000.00

11+0+000.00

8+778+000.00

6+70+000.00

5+610+000.00

3+135+000.00+77+000.00

1+37+500.00

*+*00+000.00

8+316+000.00

5+*40+000.004+*50+000.00

+640+000.00

+7+500.00

1+155+000.00

310 000 00


20/103

57+750+000.00

18+150+000.0010+560+000.00

*+075+000.00

5+80+000.00

1+*80+000.00

6+8*5+000.0016+830+000.00

14+50+000.00

*+40+000.00

4+*0+000.00

+640+000.00

1+30+000.00

54+648+000.00

45+540+000.00

36+05+500.00

6+185+500.00

15 *3* 000 00


21/103

1+450+000.00

18+150+000.00

14+850+000.00

11+550+000.00

8+50+000.00

+640+000.00

+07*+000.00

1+74*+000.00

1+386+000.00**0+000.00

67+000.00

4*+000.00

+835+*40.00+68+750.00

1+815+000.00

1+485+000.00

577+500.00

478+500.00

31+000.00


22/103

46+000.00

313+500.00

13*+45+000.00103+15+000.00

*8+175+000.00

34+*80+000.00

5+080+000.00

0+130+000.00

14+05+000.00

143+550+000.00

11+00+000.00

10+300+000.00

87+450+000.00

80+685+000.00

70+*50+000.00

4+874+70.00

3+8**+410.00

3+11*+530.00

+4*5+630.00

**6 00 00


23/103

+145+000.00

60+000.0055+000.00

50+000.00

45+000.00

40+000.00

30+000.007+500.00

5+000.00

+500.00

0+000.00

35+000.0030+000.00

5+000.00

0+000.00

15+000.00

10+000.00

5+000.00


24/103


25/103

ANALISA HARGA SATUAN PEKERJAAN BANGUNAN GEDUNG

KABUPATEN BANJAR

TAHUN ANGGARAN 2013

Ke4!!+an

/"e Analis Sa!an In"eks

A( PEKERJAAN PERSIAPAN

&na!isa &.8 1 m Mem$ersihkan apangan dan Peraaan

Tenaga erjaPekerja ?= 0.1000

Mandor ?= 0.0500

:um!ah =arga per

B( PEKERJAAN TANAH

&na!isa (.1 Mengga!i 1 M3 Tanah (iasa seda!am 0 - 1 Meer


Mandor ?= 0.050

:um!ah =arga per

&na!isa (. Mengga!i 1 M3 Tanah (iasa seda!am 1 - Meer

Tenaga erjaPekerja ?= 0.*000

Mandor ?= 0.0450

:um!ah =arga per

&na!isa (.3 Mengga!i 1 M3 Tanah (iasa seda!am - 3 Meer


Mandor ?= 0.0670


26/103

&na!isa (.10 Memadakan 1 m 3 anah "per 0 m%


Mandor ?= 0.0500

:um!ah =arga per

&na!isa (.11 Mengurug 1 m3 pasir urug(ahan Pasir @rug M3 1.000


Mandor ?= 0.0100

:um!ah =arga per

&na!isa (.16 Mengurug 1 m 3 siru pada unuk peninggian !anai $angunan

(ahan iru M3 1.000

Tenaga erjaPekerja ?= 0.500Mandor ?= 0.050

:um!ah =arga per

na!isa (.16.aMengurug 1 m 3 anah urug pada unuk peninggian !anai $angunan

(ahan Tanah urug M3 1.000


Mandor ?= 0.050

:um!ah =arga per :( PEKERJAAN P;NDASI

&na!isa .1 Memasang 1 m 3 pondasi $au $e!ah+ ampuran 1 P A 3 PP

(ahan (au $e!ah 15 m>0 m M3 1.1000

emen Por!and g 0.0000

Pasir Pasang M3 0.4850



27/103


Tukang (au ?= 0.6000

epa!a Tukang ?= 0.0600

Mandor ?= 0.0750

:um!ah =arga per &na!isa .5 Memasang 1 m 3 pondasi $au $e!ah+ ampuran 1 P A 8 PP

(ahan (au $e!ah 15 m>0 m M3 1.1000

emen Por!and g *1.0000




epa!a Tukang ?= 0.0600Mandor ?= 0.0750

:um!ah =arga per


28/103

&na!isa .6 Memasang 1 m 3 $au kosong "ansamping%

(ahan (au $e!ah 15 m>0 m M3 1.000

Pasir @rug M3 0.3000


Tukang (au ?= 0.3*00epa!a Tukang ?= 0.03*0

Mandor ?= 0.03*0

:um!ah =arga per

up!.

.6 (ahan (esi :aring aa g 8.330

(au $e!ah hiam 1.000

Tenaga erjaPekerja ?= .030Tukang ?= 0.670

Mandor ?= 0.050

:um!ah =arga per

&na!isa .7 Memasang 1 m 3 pondasi sik!op+ 60# $eon ampuran 1 P A P( A 3 ; d

(ahan (au $e!ah 15 m>0 m M3 0.4800

emen Por!and g 1*4.0000

Pasir (eon M3 0.310ora! (eon M3 0.4680

(esi (eon g 16.0000

aa (eon g 1.8000




Memasang 1 m3(ronjong $au $e!ah hiam

M3


29/103

D( PEKERJAAN DINDING

&na!isa 9.1 Memasang 1 m dinding $aa merah ukuran "5 B 11 B % m e$a! 1 $aa+

(ahan (aa Merah (uah 140.0000


Pasir Pasang M3 0.0800Tenaga erjaPekerja ?= 0.6000

Tukang (au ?= 0.000


Mandor ?= 0.0300

:um!ah =arga per

&na!isa 9. Memasang 1 m dinding $aa merah ukuran "5 B 11 B % m e$a! 1 $aa+

(ahan (aa Merah (uah 140.0000emen Por!and g 3.*500

Pasir Pasang M3 0.0*10


Tukang (au ?= 0.000


Mandor ?= 0.0300

:um!ah =arga per &na!isa 9.3 Memasang 1 m dinding $aa merah ukuran "5 B 11 B % m e$a! 1 $aa+



Pasir Pasang M3 0.0*30


Tukang (au ?= 0.000


30/103



Mandor ?= 0.0150

:um!ah =arga per


31/103

&na!isa 9.8 Memasang 1 m dinding $aa merah ukuran "5 B 11 B % m e$a! 1> $a




Tenaga erjaPekerja ?= 0.3000Tukang (au ?= 0.1000


Mandor ?= 0.0150

:um!ah =arga per

&na!isa 9.* Memasang 1 m dinding $aa merah ukuran "5 B 11 B % m e$a! 1> $a


emen Por!and g 11.5000Pasir Pasang M3 0.0430




Mandor ?= 0.0150

:um!ah =arga per

&na!isa 9.10 Memasang 1 m dinding $aa merah ukuran "5 B 11 B % m e$a! 1> $a(ahan (aa Merah (uah 70.0000

emen Por!and g *.6800






32/103


Tukang (au ?= 0.750


Mandor ?= 0.0830

:um!ah =arga per &na!isa 2. Mem$ua 1 m 3 $eon muu CD E *+8 MPa " 15%+ s!ump "1 F % m+ >

(ahan emen Por!and g 76.0000

Pasir (eon M3 0.70*7

ora! (eon M3 0.74*6

&ir ier 15.0000


Tukang (au ?= 0.750epa!a Tukang ?= 0.080

Mandor ?= 0.0830

:um!ah =arga per

&na!isa 2.3 Mem$ua 1 m 3 $eon muu CD E 1+ MPa " 150%+ s!ump "1 F % m+ >

(ahan emen Por!and g **.0000

Pasir (eon M3 0.684*

ora! $eon M3 0.7533&ir ier 15.0000


Tukang (au ?= 0.750


Mandor ?= 0.0830

:um!ah =arga per


33/103

&na!isa 2.5 Mem$ua 1 m 3 $eon muu CD E 14+5 MPa " 175%+ s!ump "1 F % m+ >


Pasir (eon M3 0.5430

ora! $eon M3 0.760

&ir ier 15.0000Tenaga erjaPekerja ?= 1.6500

Tukang (au ?= 0.750


Mandor ?= 0.0083

:um!ah =arga per

&na!isa 2.6 Mem$ua 1 m 3 $eon muu CD E 16+* MPa " 00%+ s!ump "1 F % m+ >

(ahan emen Por!and g 35.0000Pasir (eon M3 0.666

ora! $eon M3 0.7637

&ir ier 15.0000


Tukang (au ?= 0.750


Mandor ?= 0.0830:um!ah =arga per

&na!isa 2.7 Mem$ua 1 m 3 $eon muu CD E 1*+3 MPa " 5%+ s!ump "1 F % m+ >


Pasir (eon M3 0.5*83

ora! $eon M3 0.7756

&ir ier 15.0000


34/103



ora! $eon M3 1.010

&ir ier 15.0000



Mandor ?= 0.0830

:um!ah =arga per

&na!isa 2.11 Mem$ua 1 m 3 $eon muu CD E 8+8 MPa " 35%+ s!ump "1 F % m+ >

(ahan emen Por!and g 43*.0000

Pasir (eon M3 0.5743ora! (eon M3 0.785

&ir ier 15.0000

Tenaga erjaPekerja ?= .1000



Mandor ?= 0.1050

:um!ah =arga per &na!isa 2.1 Mem$ua 1 m 3 $eon muu CD E 31+ MPa " 350%+ s!ump "1 F % m+ >



ora! $eon M3 0.7407

&ir ier 15.0000

Tenaga erjaPekerja ?= .1000


35/103

Tukang (esi ?= 0.050


Mandor ?= 0.0010

:um!ah =arga per

&na!isa 2.17 Memasang 1 m $ekising unuk pondasi(ahan a)u ke!as "papan% M3 0.0400

Paku 5 m - 10 m g 0.3000

Min)ak (ekising ier 0.1000


Tukang a)u ?= 0.600



&na!isa 2.18 Memasang 1 m $ekising unuk s!ooC

(ahan a)u ke!as "papan% M3 0.0450

Paku 5 m - 10 m g 0.3000



Tukang a)u ?= 0.600epa!a Tukang ?= 0.060

Mandor ?= 0.060

:um!ah =arga per

&na!isa 2.1* Memasang 1 m $ekising unuk ko!om


Paku 5 m - 10 m g 0.4000


36/103

&na!isa 2.1 Memasang 1 m $ekising unuk p!a !anai


Paku 5 m - 1 m g 0.4000


a)u e!as "(a!ok% M3 0.0150P!)ood e$a! * mm em$ar 0.3500

9o!ken a)u e!as 8 - 10>400 m (aang 6.0000


Tukang a)u ?= 0.3300


Mandor ?= 0.0330

:um!ah =arga per &na!isa 2. Memasang 1 m $ekising unuk dinding


Paku 5 m - 1 m g 0.4000


a)u e!as "(a!ok% M3 0.000

P!)ood e$a! * mm em$ar 0.3500

9o!ken a)u e!as 8 - 10>400 m (aang 3.0000ormie>penjaga jarak $egising (uah 4.0000




Mandor ?= 0.0330

:um!ah =arga per


37/103

aa (eon g .500



ora! $eon M3 0.8100





Mandor ?= 0.650

:um!ah =arga per

&na!isa 2.6 Mem$ua 1 m 3 s!ooC $eon $eru!ang "00 kg $esi G $ekising%(ahan a)u ke!as "papan% M3 0.700

Paku 5 m - 1 m g .0000


(esi (eon g 10.0000

aa (eon g 3.0000


Pasir (eon M3 0.5400ora! $eon M3 0.8100


Tukang (au ?= 0.750





38/103

&na!isa 2.7 Mem$ua 1 m 3 ko!om $eon $eru!ang "300 kg $esi G $ekising%


Paku 5 m - 1 m g 4.0000

Min)ak (ekising ier .0000

(esi (eon g 315.0000aa (eon g 4.5000



ora! (eon M3 0.8100

a)u ke!as "$a!ok% M3 0.1500

P!)ood e$a! * mm em$ar 3.5000

9o!ken a)u e!as 8 - 10>400 m (aang 0.0000Tenaga erjaPekerja ?= 7.0500

Tukang (au ?= 0.750


Tukang (esi ?= .1000


Mandor ?= 0.3530

:um!ah =arga per &na!isa 2.8 Mem$ua 1 m 3 $a!ok $eon $eru!ang "00 kg $esi G $ekising%


Paku 5 m - 1 m g 3.000


(esi (eon g 10.0000

aa (eon g 3.0000


39/103

Tukang (au ?= 0.750





&na!isa 2.30


Paku 5 m - 1 m g 3.000


(esi (eon g 157.5000

aa (eon g .500emen Por!and g 336.0000


ora! (eon M3 0.8100

a)u ke!as "$a!ok% M3 0.1600

P!)ood e$a! * mm em$ar .8000

9o!ken a)u e!as 8 - 10>400 m (aang 4.0000





Mandor ?= 0.650

:um!ah =arga per

Mem$ua 1 m3dinding $eon $eru!ang "150 kg $esi G $ekising%


40/103

&na!isa 2.31 Mem$ua 1 m3 dinding $eon $eru!ang "00 kg $esi G $ekising%


Paku 5 m - 1 m g 3.0000


(esi (eon g 10.0000aa (eon g 3.0000



ora! (eon M3 0.8100

a)u ke!as "$a!ok% M3 0.1050

P!)ood e$a! * mm em$ar .5000

9o!ken a)u e!as 8 - 10>400 m (aang 14.0000Tenaga erjaPekerja ?= 5.6500

Tukang (au ?= 0.750




Mandor ?= 0.830

:um!ah =arga per &na!isa 2.3 Mem$ua 1 m' ko!om prakis $eon $eru!ang "11 B 11% m


Paku 5 m - 1 m g 0.0100

(esi (eon g 3.0000

aa (eon g 0.0450



41/103


ora! (eon M3 1.0000




Mandor ?= 0.3000

:um!ah =arga per


42/103

AN PERUMAHAN

Har'a Sa!anBa+an=U#a+ J!%la+

6R#7

70+000.00 7+000.00

8+000.00 4+100.00uan Pekerjaan 11+100.00

70+000.00 5+500.00

8+000.00 +050.00

uan Pekerjaan 54+550.00

70+000.00 63+000.00

8+000.00 3+6*0.00

uan Pekerjaan 66+6*0.00

70+000.00 73+500.00

8+000.00 5+4*4.00


43/103

70+000.00 35+000.00

8+000.00 4+100.00

uan Pekerjaan 3*+100.00

116+000.00 13*+00.00

70+000.00 1+000.00

8+000.00 80.00


116+400.00 13*+680.00

70+000.00 17+500.008+000.00 +050.00

uan Pekerjaan 15*+30.00

80+000.00 *6+000.00

70+000.00 17+500.00

8+000.00 +050.00


17+500.00 18*+750.00

1+540.00 311+080.00

167+000.00 80+**5.00

70+000.00 105+000.00


44/103

70+000.00 105+000.00

74+000.00 44+400.00

8+000.00 4+*0.00

8+000.00 6+150.00


17+500.00 18*+750.00

1+540.00 140+140.00

167+000.00 *3+687.00

70+000.00 105+000.00

74+000.00 44+400.00

8+000.00 4+*0.008+000.00 6+150.00



45/103

17+500.00 07+000.00

116+000.00 34+800.00

70+000.00 54+600.00

74+000.00 8+860.00

8+000.00 3+1*8.00

8+000.00 3+1*8.00


- -

17+500.00 17+500.00

70+000.00 14+100.0074+000.00 4*+580.00

8+000.00 4+100.00


n 40# $au $e!ah

17+500.00 8+800.00

1+540.00 *8+760.00

170+000.00 53+040.005+000.00 105+300.00

17+700.00 +30+00.00

5+300.00 45+540.00

70+000.00 38+000.00

74+000.00 6+*00.00

8+000.00 6+*70.00


46/103

ampuran spesi 1 P A PP

800.00 11+000.00

1+540.00 66+**0.00

167+000.00 13+360.00

70+000.00 4+000.00

74+000.00 14+800.00

8+000.00 1+640.00

8+000.00 +460.00


ampuran spesi 1 P A 3 PP

800.00 11+000.00

1+540.00 50+743.00

167+000.00 15+1*7.00

70+000.00 4+000.00

74+000.00 14+800.00

8+000.00 1+640.00

8+000.00 +460.00

uan Pekerjaan 38+840.00ampuran spesi 1 P A 4 PP

800.00 11+000.00

1+540.00 40+887.00

167+000.00 15+531.00

70+000.00 4+000.00

74+000.00 14+800.00


47/103

74+000.00 7+400.00

8+000.00 80.00

8+000.00 1+30.00

uan Pekerjaan 11+*7*.00


48/103

a+ampuran spesi 1 P A 3 PP

800.00 56+000.00

1+540.00 +1*.80

167+000.00 6+680.00

70+000.00 1+000.00

74+000.00 7+400.00

8+000.00 80.00

8+000.00 1+30.00

uan Pekerjaan 115+5*.80

a+ampuran spesi 1 P A 4 PP

800.00 56+000.00

1+540.00 17+710.00

167+000.00 7+181.00

70+000.00 1+000.00

74+000.00 7+400.00

8+000.00 80.00

8+000.00 1+30.00


a+ampuran spesi 1 P A 5 PP 800.00 56+000.00

1+540.00 14+*07.0

167+000.00 7+515.00

70+000.00 1+000.00

74+000.00 7+400.00

8+000.00 80.00


49/103

70+000.00 115+500.00

74+000.00 0+350.00

8+000.00 +*6.00

8+000.00 6+806.00


0+78

1+540.00 45+040.00

170+000.00 10+64*.00

5*+300.00 1*4+371.8

40.00 8+600.00

70+000.00 115+500.00

74+000.00 0+350.00

8+000.00 +*6.00

8+000.00 6+806.00

uan Pekerjaan 8*3+61.8

E 0+7

1+540.00 460+460.00

170+000.00 116+433.00

5*+300.00 1*5+330.6*

40.00 8+600.00

70+000.00 115+500.00

74+000.00 0+350.00

8+000.00 +*6.00

8+000.00 6+806.00

uan Pekerjaan *5+775.6*


50/103

E 0+66

1+540.00 50+040.00

170+000.00 *+310.00

5*+300.00 1*7+586.60

40.00 8+600.00

70+000.00 115+500.00

74+000.00 0+350.00

8+000.00 +*6.00

8+000.00 680.60

uan Pekerjaan *3*+363.0

E 0+61

1+540.00 54+080.00

170+000.00 106+5.00

5*+300.00 1*8+07.41

40.00 8+600.00

70+000.00 115+500.00

74+000.00 0+350.00

8+000.00 +*6.00

8+000.00 6+806.00

uan Pekerjaan 1+000+181.41

E 0+58

1+540.00 571+340.00

170+000.00 101+711.00

5*+300.00 01+113.08

40.00 8+600.00


51/103

1+540.00 636+00.00

170+000.00 115+770.00

5*+300.00 64+745.30

40.00 8+600.00

70+000.00 115+500.00

74+000.00 0+350.00

8+000.00 +*6.00

8+000.00 6+806.00


E 0+4*

1+540.00 676+060.00

170+000.00 *7+631.00

5*+300.00 03+60.36

40.00 8+600.00

70+000.00 147+000.00

74+000.00 5+*00.00

8+000.00 +870.00

8+000.00 8+610.00


E 0+48

1+540.00 68*+*0.00

170+000.00 *7+18*.00

5*+300.00 1*+063.51

40.00 8+600.00

70+000.00 147+000.00


52/103

74+000.00 1+850.00

8+000.00 164.00

8+000.00 8.00


+145+400.00 85+816.00

7+800.00 8+340.00

3+800.00 380.00

70+000.00 36+400.00

74+000.00 1*+40.00

8+000.00 +13.00

8+000.00 +13.00


+145+400.00 *6+543.00

7+800.00 8+340.00

3+800.00 380.00

70+000.00 36+400.00

74+000.00 1*+40.00

8+000.00 +13.00

8+000.00 +13.00


+145+400.00 85+816.00

7+800.00 11+10.00

3 800 00 760 00


53/103

+145+400.00 85+816.00

7+800.00 11+10.00

3+800.00 760.00

3+334+500.00 50+017.50

15*+000.00 55+650.00

*+300.00 55+800.00

70+000.00 46+00.00

74+000.00 4+40.00

8+000.00 +706.00

8+000.00 +706.00

uan Pekerjaan 335+1*5.50

+145+400.00 64+36.00

7+800.00 11+10.00

3+800.00 760.00

3+334+500.00 66+6*0.00

15*+000.00 55+650.00

*+300.00 7+*00.00

180+000.00 70+000.00

70+000.00 46+00.00

74+000.00 4+40.00

8+000.00 +706.00

8+000.00 +706.00



54/103

5+300.00 56+*5.00

1+540.00 517+440.00

170+000.00 *1+800.00

5*+300.00 10+033.00

70+000.00 371+000.00

74+000.00 0+350.00

74+000.00 *6+00.00

74+000.00 77+700.00

8+000.00 1+484.00

8+000.00 1+730.00


+145+400.00 57*+58.00

7+800.00 55+600.00

3+800.00 +80.00

17+700.00 3+717+000.00

5+300.00 75+*00.00

1+540.00 517+440.00

170+000.00 *1+800.00

5*+300.00 10+033.00

70+000.00 3*5+500.00

74+000.00 0+350.00

74+000.00 115+440.00

74+000.00 103+600.00

8+000.00 6+486.00

8 000 00 3 06 00


55/103

+145+400.00 858+160.00

7+800.00 111+00.00

3+800.00 7+600.00

17+700.00 5+575+500.00

5+300.00 113+850.00

1+540.00 517+440.00

170+000.00 *1+800.00

5*+300.00 10+033.00

3+334+500.00 500+175.00

15*+000.00 556+500.00

*+300.00 186+000.00

70+000.00 4*3+500.00

74+000.00 0+350.00

74+000.00 1+100.00

74+000.00 155+400.00

8+000.00 33+046.00

8+000.00 8+*46.00

uan Pekerjaan *+581+600.00

+145+400.00 686+58.00

7+800.00 88+*60.00

3+800.00 6+080.00

17+700.00 3+717+000.00

5+300.00 75+*00.00

1 540 00 517 440 00


56/103

74+000.00 0+350.00

74+000.00 *6+00.00

74+000.00 77+700.00

8+000.00 1+730.00

8+000.00 1+730.00

uan Pekerjaan 6+1*7+166.00

+145+400.00 514+8*6.00

7+800.00 88+*60.00

3+800.00 6+080.00

17+700.00 +787+750.00

5+300.00 56+*5.001+540.00 517+440.00

170+000.00 *1+800.00

5*+300.00 10+033.00

3+334+500.00 533+50.00

15*+000.00 445+00.00

*+300.00 3+00.00

70+000.00 371+000.0074+000.00 0+350.00

74+000.00 *6+00.00

74+000.00 77+700.00

8+000.00 1+484.00

8+000.00 1+730.00



57/103

+145+400.00 536+350.00

7+800.00 83+400.00

3+800.00 4+560.00

17+700.00 3+717+000.00

5+300.00 75+*00.00

1+540.00 517+440.00

170+000.00 *1+800.00

5*+300.00 10+033.00

3+334+500.00 350+1.50

15*+000.00 3*7+500.00

*+300.00 130+00.00

70+000.00 3*5+500.00

74+000.00 0+350.00

74+000.00 115+440.00

74+000.00 103+600.00

8+000.00 6+486.00

8+000.00 3+06.00

uan Pekerjaan 6+7*8+887.50

+145+400.00 4+*0.80

7+800.00 78.00

17+700.00 53+100.00

5+300.00 1+138.50

1+540.00 6+160.00

170 000 00 1 00 00


58/103

170+000.00 85+000.00

5*+300.00 5*+300.00

70+000.00 40+000.00

74+000.00 37+000.00

8+000.00 4+100.00

8+000.00 4+600.00



59/103

/"e Analis

&na!isa &.8

&na!isa (.1

&na!isa (.

&na!isa (.3

&na!isa (.4

&na!isa (.5&na!isa (.6

&na!isa (.7

&na!isa (.8

&na!isa (.*

&na!isa (.10

&na!isa (.11

&na!isa (.16na!isa (.16.a

&na!isa .1

&na!isa .

&na!isa .3

&na!isa .4

&na!isa .5


60/103

&na!isa 2.18&na!isa 2.1*&na!isa 2.0&na!isa 2.1&na!isa 2.

&na!isa 2.3&na!isa 2.4&na!isa 2.5&na!isa 2.6&na!isa 2.7&na!isa 2.8&na!isa 2.*&na!isa 2.30&na!isa 2.31&na!isa 2.3&na!isa 2.33&na!isa 2.34


61/103

REKAPITULASI ANALISA SATUAN PEKERJAAN

UNTUK PEMBANGUNAN GEDUNG DAN PERUMAHAN

KABUPATEN BANJAR

TAHUN ANGGARAN 2013

URAIAN PEKERJAAN

1 m Mem$ersihkan apangan dan Peraaan

Mengga!i 1 mH Tanah (iasa seda!am 0 - 1 Meer

Mengga!i 1 mH Tanah (iasa seda!am 1 - Meer

Mengga!i 1 mH Tanah (iasa seda!am - 3 Meer

Mengga!i 1 M3 Tanah eras seda!am 0 - 1 Meer

Mengga!i 1 M3 Tanah adas eda!aman 0 - 1 MeerMengga!i 1 M3 Tanah umpur eda!aman 0 - 1 Meer

Mengerjakan 1 M sripping e$ing seinggi 0 -1 meer

Mem$uang 1 m3 anah sejauh 15 meer

Mengurug kem$a!i 1 M3 ga!ian

Memadakan 1 m3 anah "per 0 m%

Mengurug 1 m3 pasir urug

Mengurug 1 m3 siru pada unuk peninggian !anai $angunanMengurug 1 m3 anah urug pada unuk peninggian !anai $angunan

Memasang 1 m 3 pondasi $au $e!ah+ ampuran 1 P A 3 PP






62/103

Memasan 1 m $ekisin unuk s!ooCMemasang 1 m $ekising unuk ko!omMemasan 1 m $ekisin unuk $a!okMemasan 1 m $ekisin unuk !a !anaiMemasang 1 m $ekising unuk dinding

Memasan 1 m $ekisin unuk an aMemasan 1 m $ekisin :em$aan unuk en eoran $eonMem$ua 1 m 3 ondasi $eon $eru!an "150 k $esi G $ekisin %Mem$ua 1 m 3 s!ooC $eon $eru!an "00 k $esi G $ekisin %Mem$ua 1 m 3 ko!om $eon $eru!an "300 k $esi G $ekisin %Mem$ua 1 m 3 $a!ok $eon $eru!an "00 k $esi G $ekisin %Mem$ua 1 m3 p!a $eon $eru!ang "150 kg $esi G $ekising%Mem$ua 1 m3 dindin $eon $eru!an "150 k $esi G $ekisin %Mem$ua 1 m3 dindin $eon $eru!an "00 k $esi G $ekisin %Mem$ua 1 m' ko!om rakis $eon $eru!an "11 B 11% mMem$ua 1 m' rin $a!ok $eon $eru!an "10 B 15% m1 m3 Mem$ua anai er a (eon Tum$uk 1 P A 3 Ps A 5 r


63/103

BIA>A

11+100.00

54+550.00

66+6*0.00

78+**4.00

7+64.00

10*+*0.0087+6*0.00

3+*10.00

3+*0.00

18+156.00

3*+100.00

161+00.00

15*+30.00115+550.00

74+*5.00

688+080.00

650+508.00

64+087.00

584+047.00


64/103

165+167.00*7+**5.50307+***.00335+1*5.50

1+0+514.00

76+351.50*3+34.564+744+71.005+*33+8*3.00*+581+600.007+1*8+57.006+1*7+166.006+084+68.006+7*8+887.50

86+5*1.00116+03.70

-


65/103

TABEL 4.1 REKAPITULASI BIAYA

PEKERJAAN

LOKASI Err:509

T. ANGGARAN : 2014

NO URAIAN KEGIATANJUMLAH

(Rp.)

I BAHAN Err:509II UPAH 32,642,750.00

III Err:509 Err:509

I Err:509 Err:509

PEKERJAAN AIR BERSIH !RE"#

I Err:509 Err:509II Err:509 Err:509

III PE$BUATAN RESEROIR Err:509

I% PEKERJAAN &' $ASYARAKAT !RE"#

SUB TOTAL Err:509

: P*+-/ S*// K+- B**r/ Jr8 P*r ).P*-+ U- K*. $r/-r T+-r

DAFTAR ANALISA HARGA SATUAN


66/103

NO URAIAN PEKERJAAN DAN ANALISA SATUAN (Rp) UPAH (Rp) BAHAN (Rp)

1 G T B S*+ 2;3 $*/*r 1 $3

1.0500 O P**r3 !RE"#

3 Ur-8 T 1 $31.2000 $3 T Ur-8 !RE"# !RE"#

0.3000 O P**r


67/103

!RE"# !RE"#

14 P*/*r, T* 15 ++ '+. 1 : 2 1 $2

9 300 K S !ALUE#


68/103

9.300 K8 S*+* !ALUE#

0.01@ $3 Pr P8

0.260 O P**r20 + 1 $2

1.000 +2 K*r+ R 5@,000.00 R 5@,000.00

10.400 K8 S*+* !RE"# !RE"#

1.620 K8 S*+* &r R 60,000.00 R 97,200.00

0.045 $3 Pr P8

0.620 O P**r


69/103

0.0050 O $r

!ALUE# R 24,200.00

34 P*8--r P8 B- 1 +

0.012 +3 K- 5>7 !RE"# !RE"#

0.020 K8 P-

0.007 +3 P 3>20 !RE"#

0.100 O P**r


70/103

1,012.000 K8 K*r !RE"# !RE"#

@[email protected] K8 Pr !ALUE#

276.000 K8 S*+*

215.000 L/r Ar R ; R ;

1.650 O P**r


71/103

7 P**r


72/103

!ALUE#


73/103

!RE"#

!ALUE#


74/103

!ALUE#

!RE"#

!ALUE#

!ALUE#

!RE"#

!ALUE#

R 5@,000.00

R 97,200.00

!ALUE#

!ALUE#

R 12,000.00

R 1,225.00


75/103

!ALUE#

!RE"#

!ALUE#

!RE"#

!RE"#


76/103

!RE"#

R ;

!ALUE#

!RE"#

!RE"#

R ;

!ALUE#

!RE"#

R 3@,500.00

!ALUE#

!ALUE#

!ALUE#

!RE"#


77/103

!RE"#

!ALUE#

!ALUE#

!ALUE#

!ALUE#

!ALUE#

!RE"#


78/103

Pekerjaan

Su!er Dana "REF#

Ta$un An%%aran

L&ka'

NO. URAIAN PEKERJAANVOLUME SATUAN

HARGA SATUAN

I ###

1 #REF! #REF! Ls Rp 800,000.00

2 34 m' Rp 55,001.00

3 Ls Rp 200,000.00

4 Ls Rp 654,500.00

5 Ls Rp 650,000.00

Jumlah I

II PEKERJAAN SANITAIR

1 #REF! 25 #REF! m Rp 37,781.00

2 bh Rp 30,000.00

3 27 bh Rp 37,037.50

4 28 bh Rp 33,450.005 m Rp 43,500.00

Jumlah II

III ###

#REF! 1 #REF! m3 Rp 78,927.00

bh Rp 10,500.00

3 m3 Rp 117,810.00

38 m3 Rp 853,190.62

Pe!ua*an Sep*+k*ank K&una, Be'er*a Jarn%an Perppaan D'. PeMar*apura Tur

ANALISA

SATUAN


79/103

VI PEKERJAAN LISTRIK

1 amb%$-a$ PL 900 /a #REF! (& Rp 2,600,000.00

B* P$%%p m"a$ Lis"i& 1.00 Bh Rp 125,000.00

Jumlah VI


80/103

VII PEKERJAAN PERPIPAAN

1 Pipa )iam" 4 Pipa A.1 #REF! m #REF!

2 ( P )ia. 4 mm bh

3 ( L P )ia. 4 mm bh

4 P$a$--a Pipa(*$-&a %li$ 510 1m #REF! m3 #REF!

%ai li$ 57 2m m3 #REF!

Pala$- %li$ 57 0,5 m m3

Pa&%, ba%, p$-i&a 1.00 Ls Rp 250,000.00

Jumlah VII

VIII ###

#REF! 1 #REF! m Rp 78,927.00

bh Rp 10,500.00

42 m2 Rp 106,195.003 m3 Rp 117,810.00

38 m3 Rp 853,190.62

14 m2 Rp 63,234.00

10 m3 Rp 6,555,025.50

10 m3 Rp 6,555,025.50

Jumlah VIII

IX PEKERJAAN WASH CLOSET MASYARAKAT

I PEKERJAAN KAYU1 pa% %li$ 510 50 :m 6a 0.10 m3 9,964,750.00

2 %$)%& %li$ 510 50 :m 6a 0.05 m3 9,964,750.00

3 (*$-&a %li$ 1010 2 m 6a 0.14 m3 9,964,750.00

4 l** %li$ 510 6a 0.08 m3 9,964,750.00

5 ;la-a" %li$ 57 6a 0.16 m3 9,964,750.00

6 Ra$-&a ba)a$


81/103


82/103

JUMLAH

#REF!

#RE")

#REF!

#RE")

#REF!

#ALE!

#ALE!

#ALE!

#ALE!

auan U,u Ke+.


83/103

#REF!

Rp 125,000.00

#RE")


84/103

#REF!

#ALE!

#ALE!

#REF!

#ALE!

#ALE!

Rp 250,000.00

#RE")

#REF!

#ALE!

#ALE!#ALE!

#ALE!

#ALE!

#ALE!

#ALE!

#RE")

Rp 996,475.00

Rp 498,237.50

Rp 1,395,065.00

Rp 747,356.25

Rp 1,569,448.13

Rp 2,386,937.00

Rp 350,000.00

R* + ,- /0 00


85/103


86/103

REKAPITULASI BIA>A

P"*i$si +alima$a$ laa$ *. Rab 01RABAABAACDD2015

+ab%pa$ Ba$a" P"*-"am >a$a >sa (A 2015

+:amaa$ Al%hAl%h P&"aa$ @ala$ (iia$

>sa Al%hAl%h Bsa" *l%m>im$si 405.5 m"

NO URAIAN KEGIATANJUMLAH B&!&*

(Rp.) (-)

I BAHAN 215,@76,700.00 @4.09

II ALAT 200,000.00 0.0@

III UPAH 32,642,750.00 12.72

I I'ON>PRASASTI 7,990,050.00 3.11

JU$LAH TOTAL 256,709,500.00 100.00

)IBULATKAN 256,709,000.00

TERBILANG Dua Ratus Juta Enam Ratus Empat Puluh Enam Ribu Rupiah

'// : Hr8 S- T*r+- O8 A8-/, PPN, PPH

A-;A- B*r, )**+*r 2015

)*/-


87/103

Realisasi An''aran Bia,a

Pr : K+/ S*/ N. R : 01>RAB>AAB;AA>%II>

K-/* : B


88/103

2015

Jumlah

Rp 6,548,400.00

Rp 3,252,000.00

Rp

Rp 5,589,000.00

Rp 29,298,000.00

Rp 34,957,500.00

Rp 3,819,600.00

Rp 3,947,400.00

Rp 54,868,100.00

Rp 6,227,400.00

Rp 555,000.00

Rp 4,467,600.00

Rp 42,621,600.00

Rp 13,124,100.00

Rp 2,203,200.00

Rp 1,366,400.00

Rp 1,623,600.00

Rp 725,000.00


89/103

NO. URAIAN PEKERJAAN Ha45a Sa6ua7

KOE"ISIEN SATUAN

1 2 3 4 5 9

I TONG AIR PIPA !AN ASESORIES u786 .$$

Upah

Ha$)*" 0.080 G+ 1.00 #REF!

+pala (%&a$- 0.025 G+ 1.00

(%&a$- 0.250 G+ 1.00

P&"a 1.650 G+ 1.00

BAHAN

1 m$ 12 1.00 B- 5.00 30,000.00

9 amb%$-a$ pipa L ( 1.00 Bh 13.00 5,000.00

10 Hsi$ P*mpa 1.00 Bh 1.00 500,000.00

11 (*$- ai" 1200 li" 1.00 Bh 1.00 1,400,000.00

II PON!ASI MENARA TUTUP "ILTER AIR 9 ATAP TAN!ON

UPAH

1 +pala (%&a$- 1.00 G+ 2.00

2 (%&a$- 1.00 G+ 2.00

ANALISA HARGA SATUANPEKERJAAN VOLUME

PEKERJAAN


90/103

T:6al

12

#REF!

#REF!

#ALE!

#ALE!

40,000.00

#REF!

75,000.00

150,000.00

65,000.00

500,000.00

1,400,000.00

#ALE!


91/103

SUREY HARGA )ESA ALUH;ALUH BESAR KE'. ALUH;ALUH KAB.BANJAR

NA$A BAHAN

G+ 7;@+ P@ @ @ @ @ @ -- U 2>6,5 5 5 5 6,5 P U 1>12 P7


92/103

3.


93/103

10,700.00

54,200.00

17,900.00

@1,000.00

12@,500.00

147,500.00

212,200.00

12,900.00

72,100.00

29,100.001@,500.00

7,300.00

12,900.00

29,100.00

1,700.00

1,400.00

1,200.00

200.00

22,400.00

19,000.00

6,200.00

PE$BULATANR.D


94/103

REKAPITULASI BA:KUP


95/103

REKAPITULASI BA:KUP a$a >sa (A 2015

+:amaa$ Al%hAl%h P&"aa$ @ala$ (iia$>sa Al%hAl%h Bsa" *l%m>im$si 405.5 m"

N: U4a8a7 P;


96/103

Renana An''aran Bia,a

Pr : K+/ S*/ N. R : 01>RAB>AAB;AA>%II>

K-/* : B


97/103

2015

Jumlah

Rp 7,083,400.00

Rp 3,252,000.00

Rp 5,589,000.00

Rp 29,298,000.00

Rp 42,332,500.00

Rp 3,819,600.00

Rp 4,940,700.00

Rp 49,676,900.00

Rp 9,195,600.00

Rp 555,000.00

Rp 876,000.00Rp 43,976,100.00

Rp 12,251,100.00

Rp 1,995,800.00

Rp 2,205,000.00

Rp 2,040,000.00

Rp 1,080,000.00

Rp 672,000.00


98/103

RENCANA ANGGARAN BIAYA

P&"aa$ Pmb%aa$ pi:&a$& +*m%$al Bs"a @a"i$-a$ P"pipaa$ >s. P&a%ma$ l% +:. Ha"ap%"a (im%"

L%as 3 m2

L*&asi #REF!

N: U4a8a7 P;

Ha45a

V:lum; Sa6ua7

R*.

I PEKERJAAN PERSIAPAN

1 pa% %li$ 510 50 :m 6a 0.32 m3 #REF!

2 %$)%& %li$ 510 50 :m 6a 0.16 m3 #REF!

3 (*$-&a %li$ 1010 2 m 6a 0.44 m3

4 l** %li$ 510 6a 0.25 m3

5 ;la-a" %li$ 57 6a 0.50 m3

6 Ra$-&a ba)a$ i$)i$- $- 41a 189.72 m2

6 +a% $%& )i$)i$- ls 79 00 B- 55 000 00


99/103

Jumlah

Ha45a

R*.

#REF!

#REF!

#ALE!

#ALE!

#ALE!

#REF!

#RE")

#REF!

351,630.00

#REF!

#ALE!

#ALE!

4 345 000 00

REALISASI ANGGARAN BI


100/103

Pr : K+/ S*/

K-/* : B12 P7


101/103

1.20 P- G*8r 15.50 8 R 19,000.00

0 ALAT

2.1 P PrF* 1.00 L R 200,000.00

UPAH

1 P**r


102/103

N. R : 01>RAB>AAB;AA>%II>2015

Pr8r+ : ) )* TA 2015

P**r)+* : 405.5 +*/*r

L REALISASI

KETJumlah

Volume Harga satuan Rp.

Jumlah

Harga Harga

Rp Rp

R 7,0@3,400.00 612.00 /8 R 10,700.00 R 6,54@,400.00 BERKURANG

R 3,252,000.00 60.00 /8 R 54,200.00 R 3,252,000.00 TETAP

R 5,5@9,000.00 69.00 /8 R @1,000.00 R 5,5@9,000.00 TETAP

R 29,29@,000.00 [email protected] /8 R 12@,500.00 R 29,29@,000.00 TETAP

R 42,332,500.00 237.00 /8 R 147,500.00 R 34,957,500.00 BERKURANG

R 3,@19,600.00 [email protected] /8 R 212,200.00 R 3,@19,600.00 TETAP

R 4,940,700.00 306.00 /8 R 12,900.00 R 3,947,400.00 BERKURANG

R 49,676,900.00 761.00 /8 R 72,100.00 R 54,@6@,100.00 BERTA$BAH

R 9,195,600.00 214.00 /8 R 29,100.00 R 6,227,400.00 BERKURANG

R 555,000.00 30.00 /8 R 1@,500.00 R 555,000.00 TETAP

R @76,000.00 612.00 8 R 7,300.00 R 4,467,600.00 BERTA$BAH

R 43,976,100.00 3,304.00 8 R 12,900.00 R 42,621,600.00 BERKURANG

R 12,251,100.00 451.00 B R 29,100.00 R 13,124,100.00 BERTA$BAH

R 1,995,@00.00 1,296.00 B R 1,700.00 R 2,203,200.00 BERTA$BAH

R 2,205,000.00 976.00 B R 1,400.00 R 1,366,400.00 BERKURANG

R 2,040,000.00 1,353.00 B R 1,200.00 R 1,623,600.00 BERKURANG


103/103

rab aluh2 besar titian ver 2

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