Rab Rumah Tipe 36

DAFTAR HARGA UPAH DAN BAHAN PROVINSI

: ACEH

PEKERJAAN

: Pembangunan Rumah Type !

"OKASI

: K#$a Subu%u&&a%am

TAHUN

: '()*

NO+

1 2 3 4 5 6 7 " 9

1 2 3 4 5 6 7 " 9 10 11 12 13 14 15 16 17 1" 19 20 21 22 23 24 25 26 27 2" 29 30 31 32 33

URAIAN UPAH Ma Mandor Kepala Tukang Tukang Kayu Tukang Batu Tukang Besi Tukang ali Tukang !as Tukang #at $eker%a BAHAN &llu'niu' (oil &tap Bittu'en #ellulose 3,00 '' Baut K)usus 2* + 5 * Ba%a $rol Ba%a -ingan$rol  "0/"0/4 Ba%a -ingan$rol # "0/"0/4 (ra'e Ba%a -ingan Batten Ba%a -ingan Batu apung Batu ela) 1520 Batu &ndesit )ita' Batu ata Bata eronggaBatao Bat)tu Buungan Bitu'en #ellulose 3,00 '' Buung enteng Kera'ik palentong Besi eton polos Besi $lat trip Bak stainless steel Buung palentong #at dasar #at penutup #a # at 'eni #at 'eni esi #at 'inyak #apsule Ba%a -ingan e'pul olken kayu  " + 10400 ' oor )older ngsel pintu ngsel %endela ngsel angin (loor drain

Ha,ga -Rp.

72,000.00 90,000.00 55,000.00 55,000.00 60,000.00 55,000.00 55,000.00 55,000.00 50,000.00

50,000.00 95,000.00 1,100.00 23,400.00 ",000.00 ",000.00 27,000.00 19,000.00 97,000.00 11","00.00 154,000.00 600.00 3,"00.00 1,749,600.00 62,000.00 12,500.00 7,300.00 9,"00.00 505,500.00 11,"00.00 22,500.00 21,400.00 20,000.00 20,000.00 32,400.00 1",000.00 14,600.00 30,000.00 9",000.00 10,700.00 ",050.00 11,300.00 27,000.00

34 35 36 37 3" 39 40 41 42 43 44

enteng Kera'ik enteng 'etal ypsu' oard 120 8 240 8 9 '' uper $anel 98122082420'' :%uk ;endela
11,900.00 4",000.00 62,000.00 215,000.00 10,700.00 222,600.00 "6,400.00 100,000.00 14","00.00 132,000.00 10",000.00

34 35 36 37 3" 39 40 41 42 43 44

enteng Kera'ik enteng 'etal ypsu' oard 120 8 240 8 9 '' uper $anel 98122082420'' :%uk ;endela
11,900.00 4",000.00 62,000.00 215,000.00 10,700.00 222,600.00 "6,400.00 100,000.00 14","00.00 132,000.00 10",000.00

45 46 47 4" 49 50 51 52 53 54 55 56 57 5" 59 60 61 62 63 64 65 66 67 6" 69 70 71 72 73 74 75 76 77 7" 79 "0 "1 "2 "3 "4 "5 "6 "7 "" "9 90 91 92 93 94 95 96 97 9" 99 100

Kayu 57 Kayu Klas : eu'antok=lindll Kayu Klas :: Ka'perKruingdll Kayu Klas ::: Borneo dll Kayu ekisting Kayu papan ou>plank Kayu Bulat Bekisting Kayu prol Kayu etakan Ka>at eton Ka>at )ar'onika Kuni tana' 2 slaag Kuni tana' antik Kuni tana' iasa Kuni tana' ka'ar 'andi Kuni selotgrendel Kuas Kloset duduk Kera'ik etara K:& Kloset %ongkok Kera'ik setara K:& Kran ?* atau @* Kait angin Kera'ik !antai 40 8 40 ' Kera'ik !antai 30 8 30 ' Kera'ik !antai 20 8 20 ' &nti lip Kera'ik !antai 10 8 10 ' &nti lip Kera'ik inding 20 8 25 ' Kerikil Beton !ist kayu 24 !e !e' kayu Minyak ekisting Mela'in Minyak at a $ipa $enguras Bak $ipa $C#  2* $ipa $C#  3* $ipa $C#  4* $ipa $C#  5* $aku iasa 2* + 5* $aku iasa 12* + 1* $aku ases $aku skrup 3,5* $aku )ak pan%ang 15 ' $asir urug $asir eton $asir pasang $la'ir $ly>ood 4 '' $ly>ood 9 '' -esidu -ostertera>ang re>

2,000,000.00 3,996,000.00 3,100,000.00 2,700,000.00 2,650,000.00 2,000,000.00 24,000.00 5,000.00 2,650,000.00 9,500.00 13,000.00 96,300.00 110,000.00 75,000.00 6",000.00 9,"00.00 ",500.00 1,263,600.00 97,200.00 30,000.00 11,700.00 ",333.33 4,363.64 1,072.00 1,500.00 2,000.00 120,000.00 2,500,000.00 15,000.00 17,000.00 15,600.00 30,000.00 10,3"3.33 16,666.67 1",4"3.33 22,500.00 24,500.00 10,000.00 11,500.00 16,200.00 27,000.00 40,000.00 11,600.00 11,000.00 9,"00.00 19,000.00 21,400.00 90,"00.00 10","00.00 97,200.00 10,700.00 59,400.00 124,200.00 6,000.00 3,"00.00 350.00

101 102 103 104 105 106 107 10" 109 110 111

e'en portland 40 Kg e'en >arna 40 Kg eng gelo'ang 3* + 5* eng $lat %ls 2" eng $lat %ls 24 eng gelo'ang B;! 32 eng gelo'ang B;! 2" eal Teap ealentperekat )o>er irtu

35,700.00 73,440.00 3",000.00 53,000.00 49,600.00 4",200.00 3",450.00 7,500.00 50,000.00 350,000.00 135,000.00

112 113 114 115 116 117

Tana) Ti'un T 01 sd T10 =r =rinoir Certikals linds DastaEel Dater drain F asesories

43,200.00 14,000.00 "10,000.00 125,000.00 427,000.00 35,000.00

B&<& &#G, 2

SATUAN

Gari Gari Gari Gari Gari Gari Gari Gari Gari

M2 M2 B) Kg 'H 'H 'H 'H M3 M3 M2 B) B) B) lr B) Kg Kg B) B) kg kg kg kg kg MH Kg Btg B) B) B) B) B)

B) !r !r !r Kg B) M2 M2 M2 M2 M3

M3 M3 M3 M3 M3 M3 !r MI MJ Kg M B) B) B) B) B) B) B) B) B) B) B) B) B) B) B) M3 M3 !t !t !t !r MI MI MI MI B) B) MI MI MI MI Kg Kg Kg Kg Kg M3 M3 M3 Kg !r !r !tr B) B)

Lak Lak !r !r !r !r !r et Kg et M3

M3 MH B) M B) B)

14

ANALISA RENCANA ANGGARAN BIAYA SNI 03-2835-2002 - 1 - d Bahan

1 m Pengukuran dan pemasangan !u"p#ank

-

Kayu 5/7 Paku biasa 2" - 5"

0.012  0.020 Kg

x x

Rp. Rp.

2,000,000.00 11,600.00

= =

Rp. Rp.

-

Kayu Papan Bouwplank /20

0.007 

x

Rp.

2,000,000.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )

Rp. Rp. Rp. Rp. Rp. Rp*

50,000.00 72,000.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = )

Rp. Rp. Rp. Rp. Rp*

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = )

Rp. Rp. Rp. Rp. Rp*

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = )

Rp. Rp. Rp. Rp. Rp*

,200.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = =

Rp. Rp. Rp. Rp.

!ula# $1% Tenaga - P&k&'(a - *ukang Kayu - K&pala *ukang - ano'

0.100 )# 0.100 )# 0.010 )# 0.005 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-2835-2002 - 1 - % Tenaga - P&k&'(a - ano'

1 m +emers,%kan #apangan dan peraaan 0.100 )# 0.050 )#

x x

Rp. Rp. !ula#

SNI 03-2835-2002 - 2 - a Tenaga - P&k&'(a - *ukang ali - K&pala *ukang - ano'

1 +3 Ga#,an ana% ,asa seda#am 1 meer 0.00 )# 0.000 )# 0.000 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. $um#a%

SNI 03-2835-2002 - 2 -  Tenaga - P&k&'(a - *ukang ali - K&pala *ukang - ano'

1 +3 Ga#,an ana% ,asa seda#am / meer 0.526 )# 0.000 )# 0.000 )# 0.052 )#

x x x x


SNI 03-2835-2002 - 2 - , Tenaga - P&k&'(a - *ukang ali - K&pala *ukang - ano'

1 +3 rugan kema#, 0.1+2 )# 0.000 )# 0.000 )# 0.01+ )#

x x x x


SNI 03-2835-2002 - 2 - . Bahan -

*ana# *ibun

1 +3 ,munan  Pemadaan ana% 1.200 

x

Rp. !ula# $1%

-

P&k&'(a *ukang ali K&pala *ukang ano'

0.500 )# 0.000 )# 0.000 )# 0.050 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $um#a% &1' ( &2'

= )

Rp. Rp*

SNI 03-2835-2002 - 2 - k Bahan -

Pasi' u'ug

1 +3 rugan pas,r 1.200 

x

Rp.

+0,00.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


!ula# $1% Tenaga - P&k&'(a - *ukang ali - K&pala *ukang - ano'

0.00 )# 0.000 )# 0.000 )# 0.010 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-283-2002 - d Bahan -

Bau b&la# 15/20  3&&n Po'lan

-

Pasi' Pasang

1 +3 Pasang p!ndas, au ka#, 1 P6 7 3 Ps 1.100  202.000 Kg

x x

Rp. Rp.

11,00.00 +2.50

= =

Rp. Rp.

0.5 

x

Rp.

+7,200.00

=

Rp.

=

Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


!ula# $1% Tenaga - P&k&'(a - *ukang Bau - K&pala *ukang - ano'

1.500 )# 0.600 )# 0.060 )# 0.075 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-283-2002 - n Bahan

1 +3 Pasang p!ndas, au k!s!ng

-

Bau b&la# 15/20 

1.200 

x

Rp.

11,00.00

=

Rp.

-

Pasi' u'ug

0.00 

x

Rp.

+0,00.00

=

Rp.

=

Rp.

= = = = = )



0.70 )# 0.+0 )# 0.0+ )# 0.0+ )#

x x x x

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

!ula# $2% $um#a% &1' ( &2' SNI 03-2834-2002 - 1 -  Bahan - Baa &'a# 5 x 11 x 22  - 3&&n po'lan -

Pasi' pasang

1 +2 Pasangan aa mera% ea# 1 aa 1 P6 7 2 Ps 10.000 B# .500 Kg

x x

Rp. Rp.

600.00 +2.50

= =

Rp. Rp.

0.00 

x

Rp.

+7,200.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )



0.650 )# 0.200 )# 0.020 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-2834-2002 - 1 - , Bahan - Baa &'a# 5 x 11 x 22  - 3&&n po'lan -

Pasi' pasang

1 +2 Pasangan aa mera% ea# 12 aa 1 P6 7 2 Ps 70.000 B# 1.+50 Kg

x x

Rp. Rp.

600.00 +2.50

= =

Rp. Rp.

0.0 

x

Rp.

+7,200.00

=

Rp.

=

Rp.

= = = = = )



0.20 )# 0.100 )# 0.010 )# 0.015 )#

x x x x

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

!ula# $2% $um#a% &1' ( &2' SNI 03-2834-2002 - 1 - k Bahan - Baa &'a# 5 x 11 x 22  - 3&&n po'lan -

Pasi' pasang

1 +2 Pasangan aa mera% ea# 12 aa 1 P6 7 / Ps 70.000 B# 11.500 Kg

x x

Rp. Rp.

600.00 +2.50

= =

Rp. Rp.

0.0 

x

Rp.

+7,200.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )



0.20 )# 0.100 )# 0.010 )# 0.015 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-2834-2002 - 2-  Bahan - 3&&n po'lan -

Pasi' pasang

1 +2 P#eseran 1 P6 7 2 Ps ea# 15 mm .520 Kg

x

Rp.

+2.50

=

Rp.

0.017 

x

Rp.

+7,200.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )



0.200 )# 0.150 )# 0.015 )# 0.010 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-2834-2002 - 2- d Bahan - 3&&n po'lan -

Pasi' pasang

1 +2 P#eseran 1 P6 7 / Ps ea# 15 mm 5.200 Kg

x

Rp.

+2.50

=

Rp.



x

Rp.

+7,200.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


0.02 


0.200 )# 0.150 )# 0.015 )# 0.010 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-3/3/-2002 -  Bahan -

Kayu Klas 44, balok

1 +> Pasang kusen p,nu dan .ende#a ka;u <#as II 1.200 

x

Rp.

,100,000.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )



6.000 )# 1.000 )# 2.000 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

An#* A#2 Bahan -

1 +2 Pasang k!nsruks, kuda-kuda a.a r,ngan rangka aap

Ba(a Ringan P'oil ) 0x50x

1.00 

x

Rp.

,000.00

=

Rp.

Ba(a Ringan P'oil  0x50x Bau K#usus 2" - 5"



x x

Rp. Rp.

,000.00 1,100.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


0.600  6.000 B#

!ula# $1% Tenaga - P&k&'(a - *ukang - K&pala *ukang - ano'

0.100 )# 0.200 )# 0.02 )# 0.02 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-3/3/-2002 - am Bahan -

Kayu klas 44, balok Paku biasa 2" - 5"

1 +9 Pasang rangka #ang,-#ang, &100 : 100' m ka;u <#as II 0.012  0.100 Kg

x x

Rp. Rp.

,100,000.00 11,600.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


,100,000.00 11,600.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )



SNI 03-3/3/-2002 - a= Bahan -

Kayu klas 44, balok Paku biasa 2" - 5"

0.150 )# 0.250 )# 0.025 )# 0.075 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% $um#a% &1' ( &2' 1 +9 Pasang #,sp#ang ukuran &3 : 20' 6m ka;u k#as II 0.0072  0.050 Kg

x x

Rp. Rp. !ula# $1%

Tenaga - P&k&'(a - *ukang Kayu - K&pala *ukang - ano'

0.100 )# 0.200 )# 0.025 )# 0.0050 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

Ana#,sa ,a;a k!nsruks, peker.aan e!n SNI 03-3/35-2002 - a Bahan - 3&&n po'lan - Pasi' b&on - Ko'al b&on

1 +> +emua e!n umuk 1 P6 7 3 Ps 7 5
x x x

Rp. Rp. Rp.

+2.50 10,00.00 10,000.00

= = = =

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )



1.650 )# 0.250 )# 0.025 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-3/35-2002 - d Bahan - 3&&n po'lan - Pasi' b&on - Ko'al b&on

1 +> +emua #ana, ker.a e!n umuk 1 P6 7 3 Ps 7 5
x x x

Rp. Rp. Rp.

+2.50 10,00.00 10,000.00

= = = =

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


+2.50 10,00.00 10,000.00

= = = =

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


7,00.00 +,500.00

= = =

Rp. Rp. Rp.

50,000.00 60,000.00 +0,000.00 72,000.00

= = = = = )



SNI 03-3/35-2002 - , Bahan - 3&&n po'lan - Pasi' b&on - Ko'al b&on

1.150 )# 0.020 )# 0.002 )# 0.006 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% $um#a% &1' ( &2' 1 +> +emua e!n dengan muu < 225 .000 Kg 0.650 8 0.650 8

x x x

Rp. Rp. Rp. !ula# $1%

Tenaga - P&k&'(a - *ukang Bau - K&pala ukang - ano'

6.000 )# 1.000 )# 0.100 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-3/35-2002 - ? Bahan - B&si b&on $polos% - Kawa b&on

1
x x

Rp. Rp. !ula# $1%

Tenaga - P&k&'(a - *ukang B&si - K&pala ukang - ano'

SNI 03-3/35-2002 - a

0.007 )# 0.007 )# 0.0007 )# 0.000 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% $um#a% &1' ( &2' 1 +9 Pasang ek,s,ng unuk p!ndas,

Bahan - Kayu &'&nang - Paku biasa 2" - 5" - inyak b&kising

0.00 8 0.00 Kg 0.100 9

x x x

Rp. Rp. Rp.

2,650,000.00 11,600.00 17,000.00 !ula# $1%

= = = =

Rp. Rp. Rp. Rp.

Tenaga - P&k&'(a - *ukang Kayu - K&pala ukang - ano'

SNI 03-3/35-2002 - a6 Bahan - Kayu &'&nang - Paku biasa 2" - 5" - inyak b&kising

0.00 )# 0.260 )# 0.026 )# 0.005 )#

x x x x

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


2,650,000.00 11,600.00 17,000.00

= = = =

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


!ula# $2% $um#a% &1' ( &2' 1 +9 Pasang ek,s,ng unuk s#!!@ 0.05 8 0.00 Kg 0.100 9

x x x

Rp. Rp. Rp. !ula# $1%


0.00 )# 0.260 )# 0.026 )# 0.005 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-3/35-2002 - ad Bahan - Kayu &'&nang - Paku biasa 2" - 5" - inyak b&kising - Balok kayu bo'n&o - Plywoo &bal +  -

:olk&n kayu ;  - 10/ 

1 +9 Pasang ek,s,ng unuk k!#!m 0.00 8 0.00 Kg 0.200 9 0.015 8 0.50 9b'

x x x x x

Rp. Rp. Rp. Rp. Rp.

2,650,000.00 11,600.00 17,000.00 2,700,000.00 12,200.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

2.000 Bg

x

Rp.

0,000.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


!ula# $1% Tenaga - P&k&'(a - *ukang Kayu - K&pala ukang - ano'

0.00 )# 0.0 )# 0.0 )# 0.006 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-3/35-2002 - ae Bahan - Kayu &'&nang - Paku biasa 2" - 5" - inyak b&kising - Balok kayu bo'n&o - Plywoo &bal +  -

:olk&n kayu ;  - 10/ 

1 +9 Pasang ek,s,ng unuk a#!k 0.00 8 0.00 Kg 0.200 9 0.01 8 0.50 9b'

x x x x x

Rp. Rp. Rp. Rp. Rp.

2,650,000.00 11,600.00 17,000.00 2,700,000.00 12,200.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

2.000 Bg

x

Rp.

0,000.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = =

Rp. Rp. Rp. Rp. Rp.


0.00 )# 0.0 )# 0.0 )# 0.006 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2%

Peker.aan #a,n-#a,n - P&k&'(a

$um#a% &1' ( &2' ) Rp* nuk mem!ngkar 6eakan dan men;,ram e!n d,per#ukan .000 )# x Rp. 50,000.00 = Rp. $um#a% &1' ) Rp*

SPLE+EN SNI 03-3/35-2002 a B&on o' K225 P&k&'(aan B&si &akan B&on P&k&'(an lain-lain

SPLE+EN SNI 03-3/35-2002  B&on o' K225 P&k&'(aan B&si &akan B&on P&k&'(an lain-lain

SPLE+EN SNI 03-3/35-2002 6 B&on o' K225 P&k&'(aan B&si &akan B&on P&k&'(an lain-lain SPLE+EN SNI 03-3/35-2002 d B&on o' K225 P&k&'(aan B&si &akan B&on P&k&'(an lain-lain

SPLE+EN SNI 03-3/35-2002 e B&on o' K225 P&k&'(aan B&si &akan B&on P&k&'(an lain-lain SPLE+EN SNI 03-3/35-2002 @ B&on o' K225 P&k&'(aan B&si &akan B&on P&k&'(an lain-lain SPLE+EN SNI 03-3/35-2002 g B&on o' K225 P&k&'(aan B&si &akan B&on P&k&'(an lain-lain SPLE+EN SNI 03-3/35-2002 % B&on o' K225 P&k&'(aan B&si &akan B&on P&k&'(an lain-lain

P!ndas, apak P1 100 : 100 : 20 6m 1.000 8 x Rp. 56.102 Kg x Rp. +.25 2 1.000 )#

x x

Rp. Rp.

1 +3 S#!!@ kuran S1 2025 6m 1.000 8 x Rp. 126.72 Kg x Rp. 1.000 2 1.000 )#

x x

Rp. Rp.

72,10.00 ,662.10

= =

Rp. Rp.

1,10.00 200,000.00

= = =

Rp. Rp. Rp.

72,10.00 ,662.10

= =

Rp. Rp.

+,107.50 200,000.00

= = =

Rp. Rp. Rp.

= =

Rp. Rp.

= = =

Rp. Rp. Rp.

= =

Rp. Rp.

1 +3 Ba#!k Laa, kuran BL1 1313 6m 1.000 8 x Rp. 72,10.00 26.67+ Kg x Rp. ,662.10 2.077 2 1.000 )#

x x

Rp. Rp.

75,665.50 200,000.00

1 +3 Ba#!k Laa, kuran BL2 1520 6m 1.000 8 x Rp. 72,10.00 16.22 Kg x Rp. ,662.10 1. 2 1.000 )#

Rp. Rp.

75,665.50 200,000.00

= = =

Rp. Rp. Rp.

1 +3
72,10.00 ,662.10

= =

Rp. Rp.

Rp. Rp.

7,60.50 200,000.00

= = =

Rp. Rp. Rp.

1 +3
72,10.00 ,662.10

= =

Rp. Rp.

Rp. Rp.

7,60.50 200,000.00

= = =

Rp. Rp. Rp.

1 +3 R,ng Ba#k 2025 6m 1.000 8 x Rp. 10+.116 Kg x Rp.

72,10.00 ,662.10

= =

Rp. Rp.

Rp. Rp.

75,665.50 200,000.00

= = =

Rp. Rp. Rp.

1 +3 !p Geu=e# 1315 6m 1.000 8 x Rp. 2.+1 Kg x Rp.

72,10.00 ,662.10

= =

Rp. Rp.

75,665.50 200,000.00

= = =

Rp. Rp. Rp.

16.000 2 1.000 )#

0.76+ 2 1.000 )#

1.000 2 1.000 )#

22.051 2 1.000 )#

x x

x x

x x

x x

x x

Rp. Rp.

SNI 03-3/3-2002 - ag Bahan - &n&ng &al - Paku biasa 2" - 5"

1 +9 Pasang aap geneng mea# 1.1+0 9b' 0.020 Kg

x x

Rp. Rp.

,000.00 11,600.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


0,000.00 11,000.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


+5,000.00 1,100.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


62,000.00 1,100.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = )


5+,00.00 1+,000.00

= = =

Rp. Rp. Rp.

50,000.00

=

Rp.


SNI 03-3/3-2002 - ak Bahan -
0.120 )# 0.060 )# 0.006 )# 0.006 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% $um#a% &1' ( &2' 1 + Pasang n!k geneng mea# 1.176 9b' 0.00 Kg

x x

Rp. Rp. !ula# $1%


An# *8 Bahan ap Biu&n &llulos& ,00  Bau K#usus

0.100 )# 0.070 )# 0.00 )# 0.006 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% $um#a% &1' ( &2' 1 m2 Aap B,umen Ce##u#!se 300 mm 0.6250 9b' 6.0000 B#

x x

Rp. Rp. !ula# $1%

Tenaga P&k&'(a *ukang K&pala ukang ano'

0.1200 0.0600 0.0060 0.0060

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

An# *10 Bahan Bubungan Biu&n &llulos& ,00  Bau K#usus

1 m Buungan aap B,umen Ce##u#!se 300 mm 1.100 lb' .0000 B#

x x

Rp. Rp. !ula# $1%

Tenaga P&k&'(a *ukang K&pala ukang ano'

0.1500 0.0700 0.000 0.0060

x x x x

Rp. Rp. Rp. Rp. !ula# $2% $um#a% &1' ( &2'

SNI 03-2838-2002- 1 - . Bahan - *'ipl&k $120 x 20 x %  - Paku 3&k'up

1 +9 Lang,-#ang, r,p#ekp#;"!!d ea# / mm 0.6 9b' 0.00 Kg

x x

Rp. Rp. !ula# $1%

Tenaga - P&k&'(a

0.070 )#

x

Rp.

-

*ukang Kayu K&pala ukang ano'

0.100 )# 0.010 )# 0.00 )#

x x x

Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

55,000.00 +0,000.00 72,000.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

SNI 03-2838-2002- / - a Bahan - Kuni ana anik

1 ua% pasang kun6, anam an,k 1.000 B#

x

Rp.

110,000.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.

75,000.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


10,700.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


,050.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


11,700.00

= =

Rp. Rp.

50,000.00 55,000.00

= =

Rp. Rp.


0.060 )# 0.600 )# 0.060 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

SNI 03-2838-2002- / -  Bahan - Kuni ana biasa

1 ua% pasang kun6, anam ,asa 1.000 B#

x

Rp. !ula# $1%


SNI 03-2838-2002- / - e Bahan - ?ngs&l pinu

0.010 )# 0.500 )# 0.010 )# 0.005 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% !ula# $1% > $2% 1 ua% pasang engse# p,nu 1.000 B#

x

Rp. !ula# $1%


0.015 )# 0.150 )# 0.015 )# 0.00075 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

SNI 03-2838-2002- / - @ Bahan - ?ngs&l (&n&la

1 ua% pasang engse# .ende#a kupu-kupu 1.000 B#

x

Rp. !ula# $1%


SNI 03-2838-2002- / - , Bahan - Kai angin

0.010 )# 0.100 )# 0.010 )# 0.0005 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% !ula# $1% > $2% 1 ua% pasang ka, ang,n 1.000 B#

x

Rp. !ula# $1%

Tenaga - P&k&'(a - *ukang Kayu

0.015 )# 0.150 )#

x x

Rp. Rp.

-

K&pala ukang ano'

0.015 )# 0.00075 )#

x x

Rp. Rp. !ula# $2% !ula# $1% > $2%

+0,000.00 72,000.00

= = = =

Rp. Rp. Rp. Rp.

SNI 03-2838-2002- / - k Bahan - Kuni s&lo

1 ua% pasang kun6, se#! 1.000 B#

x

Rp.

+,00.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


+,000.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


6,00.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =



SNI 03-2838-2002- / - # Bahan - :oo' #ol&'

0.020 )# 0.200 )# 0.020 )# 0.001 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% !ula# $1% > $2% 1 ua% pasang pegangan p,nu  d!!r %!#der 1.000 B#

x

Rp. !ula# $1%


SNI 03-2838-2002- / - D Bahan - Kaa  = 5 

0.050 )# 0.500 )# 0.050 )# 0.0025 )#

x x x x

Rp. Rp. Rp. Rp.

!ula# $2% !ula# $1% > $2% 1 +9 pasang ka6a ea# 5 mm 1.100 @

x

Rp. !ula# $1%


0.015 )# 0.150 )# 0.015 )# 0.00075 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

SNI 03-2838-2002- 5 - a1 Bahan - K&'aik 0x0  - 3&&n po'lan -

Pasi' pasang 3&&n wa'na

1 +2 Pasang #ana, keram,k 30 : 30 6m 11.000 B# 11.0 Kg

x x

Rp. Rp.

,6.6 +2.50

= =

Rp. Rp.

0.02  1.500 Kg

x x

Rp. Rp.

+7,200.00 1,6.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


!ula# $1% Tenaga - P&k&'(a - *ukang Bau - K&pala ukang - ano'

0.620 )# 0.50 )# 0.05 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

SNI 03-2838-2002- 5 - a2 Bahan - K&'aik 0x0  - 3&&n po'lan -


1 +2 Pasang #ana, keram,k /0 : /0 6m 7.000 B# 11.0 Kg

x x

Rp. Rp.

,. +2.50

= =

Rp. Rp.

0.02  1.500 Kg

x x

Rp. Rp.

+7,200.00 1,6.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =



0.620 )# 0.50 )# 0.05 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

SNI 03-2838-2002- 5 - au1 Bahan - K&'aik 20x20  ani slip - 3&&n po'lan -


1 + Pasang #ana, keram,k 20 : 20 6m an, s#,p 25.000 B# 11.0 Kg

x x

Rp. Rp.

1,072.00 +2.50

= =

Rp. Rp.

0.02  1.500 Kg

x x

Rp. Rp.

+7,200.00 1,6.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =



0.620 )# 0.50 )# 0.05 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

SNI 03-2838-2002-  - % Bahan - a &ni - Plai' - a asa' - a p&nuup

1 +9 Penge6aan ,dang ka;u aru &1 #ap,s p#am,r' 1 #ap,s 6a d 0.200 Kg 0.150 Kg 0.170 Kg 0.260 Kg

x x x x

Rp. Rp. Rp. Rp.

20,000.00 10,700.00 22,500.00 21,00.00 !ula# $1%

Tenaga - P&k&'(a - *ukang a - K&pala ukang - ano'

SNI 03-2838-2002-  - , Bahan - a &ni - Plai' - a asa' - a p&nuup

Rp. Rp. Rp. Rp. Rp.

0.070 )# 0.00+ )# 0.006 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= Rp. = Rp. = Rp. = Rp. !ula# $2% = Rp. !ula# $1% > $2% = Rp. 1 +9 Penge6aan ,dang ka;u aru &1 #ap,s p#am,r' 1 #ap,s 6a d 0.200 Kg 0.150 Kg 0.170 Kg 0.50 Kg

x x x x

Rp. Rp. Rp. Rp.

20,000.00 10,700.00 22,500.00 21,00.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

50,000.00 55,000.00

= =

Rp. Rp.

!ula# $1% Tenaga - P&k&'(a - *ukang a

= = = = =

0.070 )# 0.105 )#

x x

Rp. Rp.

-

K&pala ukang ano'

0.00 )# 0.00 )#

x x

Rp. Rp. !ula# $2% !ula# $1% > $2%

+0,000.00 72,000.00

= = = =

Rp. Rp. Rp. Rp.

SNI 03-2838-2002-  - # Bahan - R&siu aau &'

1 +9 Pe#auran ,dang ka;u dengan 6a res,du dan er 0.50 9'

x

Rp.

6,000.00

= =

Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


!ula# $1% Tenaga - P&k&'(a - *ukang a - K&pala ukang - ano'

0.100 )# 0.000 )# 0.000 )# 0.006 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

SNI 03-2838-2002-  - n Bahan - Plai' - a asa' - a p&nuup

1 +9 Penge6aan em!k aru &1 #ap,s p#am,r 1 #ap,s 6a dasar 0.100 Kg 0.100 Kg 0.260 Kg

x x x

Rp. Rp. Rp.

10,700.00 22,500.00 21,00.00

= = = =

Rp. Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


20,000.00 ,500.00

= = =

Rp. Rp. Rp.

50,000.00 55,000.00 +0,000.00 72,000.00

= = = = = =


!ula# $1% Tenaga - P&k&'(a - *ukang a - K&pala ukang - ano'

0.020 )# 0.06 )# 0.006 )# 0.00 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

SNI 03-2838-2002-  - 1 Bahan - a &ni b&si - Kuas

1 +9 Penge6aan men, 0.100 Kg 0.010 B#

x x

Rp. Rp. !ula# $1%

Tenaga - P&k&'(a - *ukang a - K&pala ukang - ano'

0.020 )# 0.200 )# 0.020 )# 0.010 )#

x x x x

Rp. Rp. Rp. Rp. !ula# $2% !ula# $1% > $2%

nl. A. P?K?R! *CK< KDC

1 @

9angi - langi ypsu uku'an &bal   > Rangka u'in 0.1 o# x Rp. 60,000.00 = Rp. 0.01 o# x Rp. ,000.00 = Rp. !C9E B = Rp. !ula# $>B% = Rp. )F&'#&a 0G = Rp. *oal = Rp.

2,000.00 22.00 1,000.00 ,22.00 5,000.00 5,500.00 +00.00 60.00 6,760.00 //2*00 Re

5,000.00 ,600.00 ,600.00 Re

20,000.00 0.00 0.00 2,0.00 22880*00 Re

26,00.00 0.00 0.00 ,7.00 300//*00 Re

+,600.00 0.00 0.00 1,6.00 108*00 Re

51,0.00 51,0.00 25,000.00 0.00 0.00 ,600.00

2,600.00 80//0*00

10,+60.00 10,+60.00 15,000.00 0.00 0.00 720.00 15,720.00 12/80*00 Re

10,60.00 10,25.00 7,12.00 5,107.00 75,000.00 ,000.00 5,00.00 5,00.00 11,00.00 /404*00

12,560.00 27,20.00 16+,00.00 +,000.00 21,50.00 ,510.00 2,0.00 66,76.00 2358*00 e

,000.00 ,2.75 7,776.00 10,5++.75 2,500.00 11,000.00 1,00.00 2,160.00 7,60.00 14805*45

2,000.00 16,+12. ,6+.60 62,606. 16,000.00 5,500.00 +00.00 1,00.00 2,0.00 808*/8

2,000.00 10,26.75 ,17+.60 56,.5 16,000.00 5,500.00 +00.00 1,00.00 2,0.00 423*35

7,60.10 1,652.0 +,256.50

10,000.00 ,250.00 1,50.00 720.00 20,20.00 254*50

,61.00 1,+.00 6,55.00

10,000.00 ,250.00 1,50.00 720.00 20,20.00 205*00

,720,000.00 ,720,000.00

00,000.00 ++0,000.00 10,000.00 21,600.00 1,+1,600.00 521100*00

10,00.00 ,00.00 6,600.00 21,00.00 5,000.00 11,000.00 2,0.00 2,0.00 21,1.00 /28/*00 Re

7,200.00 1,160.00 ,60.00

7,500.00 1,750.00 2,250.00 5,00.00 2,+00.00 420*00

22,20.00 50.00 22,+00.00

5,000.00 11,000.00 2,250.00 60.00 1,610.00 /1510*00

Re

1+,565.00 56,576.00 +,+60.00 5,101.00

2,500.00 1,750.00 2,250.00 5,760.00 10,260.00 //31*00 e

,+25.00 2,2.0 ,752.00 16,505.0 57,500.00 1,100.00 10.00 2.00 5+,212.00 45414*80

6,2+0.00 70,720.00 70,200.00 7,210.00

00,000.00 55,000.00 +,000.00 21,600.00 5,600.00 842810*00 e

7,665.00 12.50 7,07.50 50.00 20.00 6.00 21.60 5.60 82*10

106,000.00 ,0.00 1,700.00 111,10.00

15,000.00 1,00.00 2,0.00 60.00 2,000.00 1/3180*00

11+,250.00 ,0.00 1,700.00 12,0.00

15,000.00 1,00.00 2,0.00 60.00 2,000.00 15/30*00 Re

106,000.00 ,60.00 ,00.00 0,500.00 ,70.00 60,000.00 25,010.00

15,000.00 1,150.00 2,+70.00 2.00 6,552.00 2/52*00 Re

106,000.00 ,60.00 ,00.00 ,600.00 ,70.00 60,000.00 266,110.00

15,000.00 1,150.00 2,+70.00 2.00 6,552.00

3022*00 Re 200,000.00 200000*00

72,10.00 5,+5.5 1,06,60.70 200,000.00 2,+65,+.2 Re 72,10.00 1,0+,+77.27 57,505.00 200,000.00 2,71+,2+2.27 Re 72,10.00 2,2,010.77 1,76,126.+2 200,000.00 5,102,+7.6+ 72,10.00 1,2,76.6 1,7,200. 200,000.00 ,,7.2+ e 72,10.00 1,11,7.2 1,17,2.00 200,000.00 ,6,6.2 72,10.00 2,7,+2.55 2,265,61.5 200,000.00 5,676,61.0+ 72,10.00 +5,170.5 1,05+,17.00 200,000.00 ,077,2+7.5 72,10.00 2,026,216.7 1,66,521.2 200,000.00 ,767,5.16

57,12.6 22.00 57,7.6 6,000.00 ,00.00 50.00 2.00 10,272.00 4/*8

5,2+.12 0.00 5,7.12 5,000.00 ,50.00 720.00 2.00 10,002.00 /543*12

5+,75.00 6,600.00 65,+75.00 6,000.00 ,00.00 50.00 2.00 ,272.00 402/4*00

7,160.00 ,00.00 77,560.00 7,500.00 ,50.00 720.00 2.00 5,002.00 8252*00 e

21,621.60 570.00 22,1+1.60 ,500.00

5,500.00 +00.00 252.00 10,152.00 2,.60

110,000.00 110,000.00 ,000.00 ,000.00 5,00.00 216.00 1,616.00 151,616.00 Re

75,000.00 75,000.00

500.00 27,500.00 +00.00 60.00 2+,260.00 10,260.00

10,700.00 10,700.00

750.00 ,250.00 1,50.00 5.00 10,0.00 21,10.00 Re

,050.00 ,050.00 500.00 5,500.00 +00.00 6.00 6,+6.00 1,+6.00

11,700.00 11,700.00 750.00 ,250.00

1,50.00 5.00 10,0.00 22,10.00

+,00.00 +,00.00 1,000.00 11,000.00 1,00.00 72.00 1,72.00 2,672.00

+,000.00 +,000.00

2,500.00 27,500.00 ,500.00 10.00 ,60.00 12,60.00

+5,00.00 +5,00.00

750.00 ,250.00 1,50.00 5.00 10,0.00 105,.00

,000.00 10,156.65 ,02.0 2,75.00 6,++.05

1,000.00 1+,250.00 ,150.00 2,160.00 55,560.00 120,55.05

5,. 10,156.65 ,02.0 2,75.00 75,26.

1,000.00 1+,250.00 ,150.00 2,160.00 55,560.00 10,6. Re

26,00.00 10,156.65 ,02.0 2,75.00 ,7+.05 1,000.00 1+,250.00 ,150.00 2,160.00 55,560.00 ++,5.05 Re sar 2 #ap,s penuup ,000.00 1,605.00 ,25.00 5,56.00 1,++.00

,500.00 +5.00 50.00 10.00 ,715.00 1+,70+.00 sar 3 #ap,s penuup ,000.00 1,605.00 ,25.00 7,+0.00 16,+20.00 ,500.00 5,775.00

60.00 10.00 +,15.00 26,75.00

2,100.00 2,100.00

5,000.00 0.00 0.00 2.00 5,2.00 7,52.00 Re #ap,s 6a penuup' 1,070.00 2,250.00 5,56.00 ,.00

1,000.00 ,65.00 567.00 10.00 5,212.00 1,0+6.00 Re

2,000.00 5.00 2,05.00

1,000.00 11,000.00 1,00.00 720.00 1,520.00 16,605.00 g 6000.00 0.00 7705.00 1572.20 0.00 1572.20

RENCANA ANGGARAN BIAYA P?K?R!< H P?B<C<< RCE *4P? 6 9)K34 H Koa 3ubulussala NF

RAIAN PE
FL+E

ANALISA

1

2

3

5

I

II

III

I



I

II

PE Rangka u'ing 2 9is Poil ypsu PE
6.000  10.000 2

3<4 0-25-2002 - 1 -  3<4 0-25-2002 - 1 - #

1+.+0 .+72 1.61 .21 15.56

    

3<4 0-25-2002 - 2 - a 3<4 0-25-2002 - 2 - i 3<4 0-25-2002 - 2 - k 3<4 0-25-2002 - 2 - k 3<4 0-25-2002 - 2 - (

2.1 +.+0 0.125 1.20 0.+50 0.+60 0.10

      

3<4 0-26-2002 - n 3<4 0-26-2002 -  3<4 0-5-2002 - a 3CP9??< 3<4 0-5-2002  3CP9??< 3<4 0-5-2002  3CP9??< 3<4 0-5-2002  3CP9??< 3<4 0-5-2002 

1.70 .067 2.22 .752

 2 2 2

3<4 0-5-2002 - a

.100 11.00 .100 11.00 .60

2 2 2 2 2

3<4 0-27-2002 - 1 - i 3<4 0-27-2002 - 1 - k 3<4 0-27-2002 - 2- b 3<4 0-27-2002 - 2-  3<4 0-27-2002 - 2- 

.067 2 25.70 

0.50 .000 1.000 1.000 7.000 1.000

 B# B# B# B# B#

?''H50+ *aksi'

3<4 0--2002 - b *aksi' *aksi' *aksi' *aksi' *aksi'

NF

RAIAN PE
FL+E

ANALISA

1

2

3

5

III

PE
11.00 2 .067 2

NF

RAIAN PE
FL+E

ANALISA

1 IJ

2

3

5

J

JI

JII

PE 4nsalasi  3akla' *unggal *&'pasang 5 3akla' ana *&'pasang 6 B 7 100 KJ PE P&ipaan i' Koo' L B&kas PE
1.000 9s 6.000 B# .000 B# 2.000 B# 2.000 B# 1.000 B# 1.000 B#

10.000 1.000 5.000 7.000 7.000 7.000

*aksi' *aksi' *aksi' *aksi' *aksi' *aksi' *aksi'

B# B# B# B# B# B#

*aksi'

1.000 B# 1.000 B# 2.000 B# 1.000 B# 1.000 B#

*aksi' *aksi' *aksi' *aksi' *aksi'

+.750 2 +.750 2 7.00  6.20 2

nl. l2 nl E. nl E.10 3<4 0--2002 - aF

ARGA SAAN

$+LA ARGA

&Rp' 

&Rp' 4 <

,++2.00 ,600.00 Su $um#a%

2,06+,62.00 1,11,000.00 318432*00

22,0.00 10,+6.00 12,60.00 12,60.00 0,0.00 Su $um#a%

55,071.0 5,57.01 12,1+1.0 5,75.+ 1,251,+6.+2 2/44/32*4

26,56.00 76,+07.00 +,61.00 ,,7.2+ 5,676,61.0+ 5,102,+7.6+ 5,102,+7.6+ Su $um#a%

672,17.2 ,716,75.21 56,05.2 ,776,566.7 5,+2,7. ,+,2+.7+ 71,12.6 2051311*/0

+,61.00 120,55.05 ++,5.05 ++,5.05 Su $um#a%

765,17.7 ,+6,27.6 221,1.+ 72,15.2 5///23*4

6,06. 7+,+2.5 2+,576.50 2,016.50 2,016.50 Su $um#a%

52,+5.55 +,175,200.5 121,26.65 ,216,2+.200 2,212.1 1311325*/0

1,572.20 12,000.00 Su $um#a%

1,7,65.1 0,760.000 183/1/*1/

5,211,600.00 600,000.00 520,000.00 75,000.00 00,000.00 00,000.00

2,1,26.000 1,00,000.000 520,000.000 75,000.000 2,00,000.000 00,000.000

ARGA SAAN

$+LA ARGA

&Rp'  Su $um#a%

&Rp' 4 802/*00

1,0+6.00 26,75.00 Su $um#a%

1,61,220.0 ,07.7 2502258*14

ARGA SAAN

$+LA ARGA

&Rp' 

&Rp' 4

1,000,000.00 27,000.00 ,000.00 1,000.00 21,000.00 1,000,000.00 2,000,000.00 Su $um#a%

1,000,000.000 162,000.000 176,000.000 6,000.000 2,000.000 1,000,000.000 2,000,000.000 //1000*00

21,10.00 1,+6.00 151,616.00 22,10.00 2,672.00 11,000.00 Su $um#a%

211,00.00 20+,0.00 75,00.00 15,72.00 165,70.00 77,000.00 15435*00

120,000.00 600,000.00 5,000.00 0,000.00 2,500,000.00 Su $um#a%

120,000.000 600,000.000 70,000.000 0,000.000 2,500,000.000 3320000*00

2,+.00 70,27.00 2,562.00 1,510.00 Su $um#a%

2,1,5.00 ,+,7.25 50,10.6 1,50,+07.0 441450*/1

BANDA ACEH, 2014

PT. Alegerhan

RE
7 ACE 7 Pemangunan Ruma% ;pe 3 7
NF

RAIAN PE
1

2

I

PE
II

PE
III

PE
IV

PE
V

PE
VI

PE
VII

PE
VIII

PE
IX

PE
X

PE
XI

PE
XII

PE
JUMLAH DIBULATKAN

Terbilang : Tujuh Puluh Empat juta Lima Ratus Enam Puluh Satu Ribu

Rab Rumah Tipe 36

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