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MODEL PERHITUNGAN HARGA SATUAN

BANGUNAN GEDUNG NEGARA

KEMENTERIAN PEKERJAAN UMUM

DIREKTORAT JENDERAL CIPTA KARYADIREKTORAT PENATAAN BANGUNAN DAN LINGKUNGAN

Panduan Penggunaan

Pedoman Te Ii Da!a HSBGN Su"a! Ke#u!u Mode& Bang

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PANDUAN PENGGUNAAN

Berikut langkah-langkah penggunaan formula HSBGN:

Formula disusun dengan perangkat lunak Microsoft Excel yang sederhana agar mudahdioperasikan

a Buka "le HSBGNxls dengan soft#are Microsoft Excel

$ %etika layar utama ter$uka& terdapat $e$erapa menu 'pilih salah satu(

i %lik “Pedoman Teknis” untuk mengetahui tentang HSBGN) pengertian& maksud dantu*uan& klasi"kasi& dan tata cara penyusunan HSBGNii %lik “Isi Data Harga Material dan Upah ” untuk memasukkan data harga satuanmaterial dan upah

klasi"kasi apa$ila data telah diisi secara lengkap dan $enari %lik “Surat Keputusan” untuk memperoleh tampilan HSBGN suatu daerah 'setelahdata diisi secara lengkap dan $enar( dalam tampilan. format Surat %eputusan contoh. sample dalam perhitungan program HSBGN

c Bila salah satu menu terse$ut di$uka dan akan kem$ali ke layar utama& klik tom$ol'menu( di sudut atas kiri atau kanan tampilan

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PEDOMAN TEKNIS PENYUSUNAN HARGA SATUANPEMBANGUNAN GEDUNG NEGARA

)* Makud dan Tu+uan

,* K&ai-kai HSBGN

a /ipe 0

$ /ipe B

c /ipe 1 dan 2

a 3agar 2epan

$ 3agar Belakang

c 3agar Samping

.* Ta!a Ca"a Pen/uunan HSBGN

0* Penge"!ian4( Biaya 3em$angunan Bangunan Gedung Negara adalah $iaya yang dikeluarkan untuk mem$angusuatu $angunan gedung $aru $erdasarkan formula yang telah ditetapkan

5( Harga Satuan /ertinggi Bangunan Gedung Negara adalah harga satuan tertinggi pem$angunangedung negara per m5 lantai $angunan gedung

6( 3enyusunan Harga Satuan 3em$angunan Gedung Negara adalah memasukkan harga satuan $ah7 upah kepada Formula pem$angunan gedung negara yang telah ditetapkan8( Gedung Negara adalah $angunan gedung untuk keperluan dinas yang men*adi.akan men*adikekayaan milik negara dan diadakan dengan sum$er pem$iayaan yang $erasal dari dana 03BN.perolehlainnya yang sah& antara lain seperti: gedung kantor& gedung sekolah& gedung rumah sakit& gudang danlain-lain

Makud 2 3edoman ini dimaksudkan se$agai petun*uk pelaksanaan $agi para penyelenggara dalammenyusun harga satuan tertinggi pem$angunan gedung negara per m5 lantai $angunan gedung

Tu+uan 2 0gar pelaksanaan penyusunan harga satuan tertinggi pem$angunan gedung negara per m5lantai $angunan gedung Negara dapat $er*alan terti$& efektif dan e9sien

4( Bangunan Sederhana

5( Bangunan /idak Sederhana

6( umah Negara

8( 3agar Bangunan Negara

4 Model teknis $erupa data gam$ar arsitektur masing-masing klasi"kasi $angunan gedung negaradisiapkan- lihat lampiran 4

5 Menghitung olume peker*aan 'standar( masing-masing model ; lihat lampiran5

6 Menganalisa harga satuan peker*aan

- Mencari data standar SN< untuk peker*aan standar 'nomor sum$er data SN<& uraian peker*aan& sa

- Meng-link harga satuan dan upah dengan lem$ar +input data,

- Meng-link total harga satuan 'pem$ulatan( dengan harga satuan pada lem$ar +0B,

8 Memperoleh 0B total peker*aan standard an harga $angunan .m5 pada lem$ar +0B,

= Harga $angunan .m5 ter-link ke lem$ar HSBGN dan Surat %eputusan

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P"o3ini Ja4a Timu"

Ko!a5Ka6u#a!en Ka6u#a!en Lamongan

Ta7un )809

Nomo" SK* 0::5 5.0,*)8,5KEP5)809

Di!e!a#kan o&e7 BUPATI LAMONGAN

Nama

Di!e!a#kan di LAMONGAN

Tangga& ); Se#!em6e" )809

NO URAIAN KETERANGAN SATUAN HARGA SATUAN

I BATA< BATU DAN PASIR

4 Bata Merah uk = x 44x 55 cm $h 780

5 Bata $eton ringan ex 1elcon uk > x 4> x 6> cm $h 5,300

6 Batu kali Batu $elah pondasi m6 225,000

8 Batu Split 3ecah Mesin 4.5 m6 327,000

= Batu Split 3ecah Mesin 6.= m6 315,000

? Batu %erikil m6 178,000

@ 3asir Beton m6 288,000

A 3asir 3asang m6 235,000

> 3asir rug m6 147,000

4C /anah rug m6 47,000

II BAHAN PEREKAT

4 Semen '=C %g( Semen <ndonesia Dak 70,000

5 Semen arna Semen <ndonesia kg 12,500

III BAHAN BAJA 2

4 Besi Beton -58 %S %g 8,500

5 Besi Beton -6> %S kg 8,900

6 Besi 3lat rata5 %S %g 10,200

8 Besi /empa m5 158,000

= angka atap $a*a ringan Smart truss) 3rima truss m5 147,000

? %a#at $eton %a#at Beton kg 13,500

I= BAHAN KAYU

4 %ayu %las < ati m6 9,850,000

5 %ayu %las << %amper m6 8,700,000

6 %ayu %las <<< Meranti m6 3,700,000

8 %ayu %las < /erentang m6 1,879,200

= 2olken dia A s.d 4C cm p 8 m $tg 17,000

= BAHAN ALMUNIUM

4 %usen 0lmunium 6& 0lexindo mI 78,000

5 angka endela 0lmunium 0lexindo mI 84,000

6 angka 3intu 0lmunium 0lexindo mI 110,000

8 %usen 7 3intu 31 toilet Maspion unt 290,000

= Engsel 6& ex Bos $h 19,500

@ Handle pintu type HE @=C4 ex 1isa $h 325,000

A Selinder type CA=4C ex 1isa $h 101,000

> 2oor Stoper $h 19,000

4C 2oor closer $h 163,000

44 Slot /anam $h 57,000

45 %ait 0ngin $h 13,500

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NO URAIAN KETERANGAN SATUAN HARGA SATUAN

46 Grendel $h 33,000

=I BAHAN PELAPIS 2

4 /riplek t 6 mm k 45Cx58C cm l$r 52,500

5 /riplex t 8 mm k 45Cx58C cm l$r 64,500

6 /riplex t > mm k 45Cx58C cm l$r 115,000

=II BAHAN LANTAI > DINDING KERAMIK

4 %eramik 6C.6C ex Masterina m5 59,000

5 Granite /ile 8C.8C ex Granito tile m5 275,000

6 3lint %eramik 4C.6C cm ex oman $h 10,000

8 3lint Granitetile 4C.8C cm ex Granito $h 13,500

=III BAHAN PENUTUP ATAP

4 Genteng %eramik 5= $h.m5 ex ati#angi $h 4,600

5 Genteng %eramik GlaDur 4= $h.m5 %0NM< $h 9,250

6 Nok Genteng %eramik 8 $h.m ex ati#angi $h 13,5008 Nok Genteng %eramik Glasur 8 $h.m ex %0NM< $h 19,000

= Seng 3lat BJS 6C J >C cm mI 39,500

I? BAHAN KACA 2

4 %aca 3olos 6 mm m5 80,000

5 %aca 3olos = mm m5 100,000

6 %aca 3olos A mm m5 140,000

? BAHAN PAKU DAN MUR BAUT 2

4 3aku 4 s.d 6 cm kg 15,500

5 3aku = s.d 4C cm kg 13,5006 3aku A s.d 45 cm kg 13,500

8 3aku Skrup $h 200

?I BAHAN @INISHING 2

4 1at kayu.Besi ex SE< %g 57,000

5 3lamir %ayu %g 25,000

6 Meni kayu ex Nippon kg 34,000

8 ood Filler <mpra %g 34,500

= /hinner N2 <M30J0 Jtr 27,500

? 0mplas %ayu J$r 5,300

@ %#as cat $h 15,000A 1at /em$ok k#4 ex 2ulux ) arna standard %g 43,500

> 1at /em$ok k#5 ex inilex ) arna standard %g 28,500

4C 3lamir /em$ok %g 7,000

44 Jem %ayu kg 13,000

45 Seal tape $h 4,000

46 Minyak $ekisting Jtr 5,200

?II BAHAN SANITARI

4 astafel J 58C 1 ex /oto& %omplit kran 7 acc unt 265,000

5 %loset duduk 1 ?CC . S ??C %omplit 7 acc unt 1,310,000

6 %loset ongkok type 1E ? ex /oto unt 135,0008 rinoir type =@ M ex /oto unt 2,200,000

= Bak air "$reglass uk ==x==x?C cm $h 250,000

? Sho#er Spray type /HK 5C NB3< ex /oto unt 230,000

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NO URAIAN KETERANGAN SATUAN HARGA SATUAN

@ Sho#er Set type /K 856 SL ex /oto unt 2,300,000

A Floordrain /K 4B ex /oto $h 105,000

> /empat Sa$un S 44 N EK /oto $h 131,000

4C %ran Dink / 6C 046N@N ex /oto $h 135,000

44 %itchenDink H#aco 4J unt 1,500,000

45 %ran dinding type / 56 B46@N ex /oto $h 71,000

?III BAHAN PARTISI DINDING 5PLA@OND

4 Gypsum$oard t> mm ex aya$oard ) uk 45C x 58C cm l$r 58,000

5 Jist 3ro"l = cm Gypsum m 8,500

6 angka plafond Metal furing termasuk paku ripet 7 acc m5 33,000

?I= BAHAN SALURAN AIR

4 3ipa 31 dia 4.5 ex ain ) 3 8 m mI 6,250

5 3ipa 31 dia 6.8 ex ain ) 3 8 m mI 7,500

6 3ipa 31 dia 4 ex ain ) 3 8 m mI 9,500

8 3ipa 31 dia 5 ex ain ) 3 8 m mI 26,000= 3ipa 31 dia 6 ex ain ) 3 8 m mI 42,000

? 3ipa 31 dia 8 ex ain ) 3 8 m mI 69,000

@ Stop kran dia 4 ex nda $h 36,500

A %lep diameter 6.8 ex nda $h 13,500

> /angki air 4CCC liter EKEJ $h 1,340,000

4C /angki air =CC liter EKEJ $h 750,000

44 3elampung otomatis $h 44,500

45 oof 2rain Metal Bh 26,000

46 Mesin et 3ump kap5=C #att Groundfos unt 685,000

48 Mesin 3ompa tekan kap 4=C #att Groundfos unt 480,000

?= PERALATAN ELEKTRIKAL

4 Box panel 31 isi 8 M1B Jegran $h 48,000

5 M1B ? 0 Jegran $h 49,500

6 M1B 8 0 Jegran $h 55,000

8 %a$el NM 5 x 5&= mm5 mI 11,500

= %a$el NM 6 x 5&= mm5 mI 9,300

? %a$el telephone 8 x C= mm mI 9,500

@ <solasi $h 9,500

A Saklar tunggal Broco $h 19,000

> Saklar ganda Broco $h 23,000

4C Stop kontak Broco $h 17,00044 utlet / Broco $h 41,000

45 utlet /elephone Broco $h 54,000

46 2o#n light . 3J1 46 $h 116,000

48 Fitting plafond O lampu SJ 3anasonic $h 49,500

4= Jampu /J 5 x 4A #att grille 3anasonic $h 295,000

4? Jampu /J 5 x 6? #att grille 3anasonic $h 455,000

?=I UPAH PEKERJA 2

4 /ukang Besi %onstruksi rg.Hari 85,000

5 /ukang Besi /ulangan rg.Hari 80,000

6 %epala /ukang Besi rg.Hari 90,0008 /ukang %ayu %asar '3lafond & %uda.Gording& 0tap( rg.Hari 80,000

= /ukang %ayu Halus '%usen( rg.Hari 85,000

? %epala /ukang %ayu rg.Hari 90,000

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NO URAIAN KETERANGAN SATUAN HARGA SATUAN

@ /ukang Batu %asar /ukang Batu %asar rg.Hari 80,000

A /ukang Batu Halus ukang Batu Halus 'Bata&3lester&0cian list5 rg.Hari 85,000

> %epala /ukang Batu rg.Hari 90,000

4C /ukang 1at Biasa rg.Hari 80,000

44 %epala /ukang 1at rg.Hari 90,000

45 /ukang Jistrik rg.Hari 85,00046 %epala /ukang Jistrik rg.Hari 90,000

48 3eker*a rg.Hari 70,000

4= Mandor rg.Hari 100,000

?=II LAIN&AIN

4 <MB m5 5,100

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HARGA SATUAN BANGUNAN GEDUNG NEGAR

Ta7un )809

P"o3ini Ja4a Timu"

Ka6u#a!en Lamongan( dalam Rupiah)

GEDUNG NEGARA

TIDAK SEDERHANA SEDERHANA

.<98<888 ,<08<888

RUMAH NEGARATIPE A TIPE B TIPE C<D<E

RE@ RE@ ,<:,8<888

PAGAR GEDUNG NEGARA

DEPAN BELAKANG SAMPING

BT T* 0<98 M T* , M T* ) M

0<;,8<888 0<,8<888 0<F98<888

PAGAR RUMAH NEGARA

DEPAN BELAKANG SAMPING

BH T* 0<98 M T* )<9 M T* ) M

0<98<888 0<0)8<888 0<8.8<888

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SURAT KEPUTUSAN

BUPATI LAMONGAN

NOMOR 2 0::5 5.0,*)8,5KEP5)809

TENTANG

HARGA SATUAN PEMBANGUNAN

GEDUNG NEGARA< RUMAH NEGARA DAN PAGAR

Menginga! 2

Bah#a $angunan gedung negara merupakan /anggung *a#a$ pemerintah

5

6

Menim6ang 2

5 ndang-ndang < Nomor 5A /ahun 5CC5 tentang Bangunan Gedung

6 ndang-ndang < Nomor 65 /ahun 5CC5 tentang 3emerintah 2aerah

8 ndang-ndang < Nomor 65 /ahun 5CC8 tentang 3emerintah 2aerah

= 33 Nomor 6? /ahun 5CC@ tentang 3elaksanaan BG

? %eputusan 3residen epu$lik <ndonesia Nomor 85 tahun 5CC5 tentang 3elaksanaan 03BN

@

Mene!a#kan 2

Harga Satuan 3em$angunan Gedung Negara 'dalam upiah.m5 $angunan(

Gedung Tidak Sede"7ana Gedung Sede"7ana

8&@=C&CCC 6&@4C&CCC

5 Harga Satuan 3em$angunan umah Negara 'dalam upiah.m5 $angunan(

Ruma7 Ti#e A Ruma7 Ti#e B uma7 Ti#e C<D<E

PEFQ PEFQ 6&A6C&CCC

6 Harga Satuan 3em$angunan 3agar 'dalam upiah.m4 $angunan(

Paga" Gedung Nega"a

Paga" De#an Paga" Be&akangPaga" Sam#ing

4&>6C&CCC 4&@6C&CCC 4&?=C&CCC

Paga" Ruma7 Nega"a

Paga" De#an Paga" Be&akangPaga" Sam#ing

4&@=C&CCC 4&45C&CCC 4&C8C&CCC

4

Bah#a di dalam penyusunan program dan pelaksanaan pem$angunan gedung negaraperlu ditetapkan harga satuan

Bah#a B30/< J0MNG0N perlu mener$itkan harga satuan untuk pem$angunan gedungnegara

4 ndang-ndang < Nomor 5= /ahun 5CCC tentang %e#enangan 3emerintah dan%e#enangan 3roinsi se$agai 2aerah tonomi

3eraturan Menteri 3eker*aan mum Nomor 8=.3/.M.5CCA tanggal 5@ 2esem$er 5CCAtentang 3edoman /eknis 3em$angunan Bangunan Gedung Negara

&

3enyusunan 3rogram 0nggaran 2an 3edoman 3elaksanaan& 2aftar <sian 3elaksanaan%egiatan /ahun 0nggaran 5C4=

4

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8

= 0pa$ila terdapat kerancuan akan diper$aiki se$agaimana mestinya

2itetapkan di : J0MNG0N

3ada /anggal : PPP

BUPATI LAMONGAN

$ %

Harga satuan terse$ut termasuk pa*ak-pa*ak& <MB& *asa kontraktor& oerhead& asuransi&peri*inan& tingkat keselamatan dan kesehatan ker*a

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klik model -------->

MODEL GEDUNG TIDAK SEDERHANA

menu

MODEL GEDUNG TIDAK SEDERHANA

MODEL GEDUNG SEDERHANA

MODEL RUMAH TIPE A

MODEL RUMAH TIPE B

MODEL RUMAH TIPE C

MODEL RUMAH TIPE D

MODEL RUMAH TIPE E

MODEL PAGAR

BACK Spesifikasi Gedung

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MODEL GEDUNG SEDERHANA BACK Spesifikasi Gedung

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MODEL RUMAH NEGARA TIPE A BACK Spesifikasi Rua!

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MODEL RUMAH NEGARA TIPE B BACK Spesifikasi Rua!

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MODEL RUMAH NEGARA TIPE C BACK Spesifikasi Rua!

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MODEL RUMAH NEGARA TIPE D BACK Spesifikasi Rua!

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MODEL RUMAH NEGARA TIPE E BACK Spesifikasi Rua!

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MODEL PAGAR BACK Spesifikasi Pa

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Negara

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Negara

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egara

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egara

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egara

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egara

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egara

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ar

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

I+ PEKER(AAN PERSIAPAN ,

'()I T-12-2002 *2 Pe-ersi!an *apangan . Pera)aan )ana!

Peke!+# o!"! 0.100 70,

*#&do! o!"! 0.005 100,

'()I T-12-2002 * Pengukuran . Pasang -/u0p*ank

/# /#$o 5 7 o!&eo m3 0.012

/# P##& 3 20 o!&eo m3 0.007

P#k 5 $d 10 m k 0.020 13,

Peke!+# o!"! 0.080 70,

Tk#& /# /#$#! o!"! 0.040 80,

/e#l# Tk#& /# o!"! 0.010 90,

*#&do! o!"! 0.005 100,

'()I T-12-2002 *2 Pe-ua)an direksi kee)

/#$o k#me! med#& m3 0.050

T!ile . 4 mm Di&di& l! 0.800 64,

T!ile . 4 mm Pl#o&d l! 0.700 64,

P#k 4 $d 7 m k 0.500

P#k #& " 9.000

T!ile . 9 mm Pi& m2 0.060 115,

C# l#o&d #!li eml$io& /.III m2 1.000

Peke!+# o!"! 1.200 70,

Tk#& /# /#$#! o!"! 0.400 80,

/e#l# Tk#& /# o!"! 0.040 90,

*#&do! o!"! 0.060 100,

B" Pe-ua)an papan naa pr/1ek

/# /#$o 5 7 o!&eo m3 0.025

/# P##& 3 20 o!&eo m3 0.090

P#k 5 $d 10 m k 0.600 13,

*e&i k# k 0.750 34,

enu

HARGA UDAN MATERIA

elom#&:l#o&d #$e$$eme& 3 mm

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

Pl#mi! /# k 0.300 25,Aml#$ /# l! 2.000 5,

/;#$ # " 0.200 15,

C# k#Be$i k 0.400 57,

(eme& 50 / <#k 0.500 70,

P#$i! Beo& m3 0.060 288,

B# (li Pe#" *e$i& 35 m3 0.100 315,

Peke!+# o!"! 0.630 70,

Tk#& /# /#$#! o!"! 1.000 80,

Tk#& C# Bi#$# o!"! 0.500 80,

/e#l# Tk#& /# o!"! 0.100 90,

*#&do! o!"! 0.100 100,

PEKER(AAN TANAH ,

()I DT 91-0006-2007 *2 (!ii& #&#" e#l 20 m

Peke!+# o!"! 0.050 70,

*#&do! o!"! 0.005 100,

()I 2835=2008 - 6.1 *3 #li#& #&#", d#l#m $d 1 m

Peke!+# o!"! 0.750 70,

*#&do! o!"! 0.025 100,

()I 2835=2008 - 6.9 *3 ?!#& #&#" kem#li 13 d#!i "#!# #li#&

Peke!+# o!"! 0.250 70,

*#&do! o!"! 0.008 100,

()I 2835=2008 - 6.11 *3 P#$. ?!#& #$i!

P#$i! ?! m3 1.200 147,

Peke!+# o!"! 0.300 70,

*#&do! o!"! 0.010 100,

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HARGA UDAN MATERIA

()I 2835=2008 - 6.8 *3 B#& #&#" @#!#k #&k :- 15 *

Peke!+# o!"! 0.330 70,

*#&do! o!"! 0.010 100,

()I DT 91-0006-2007 *3 P#$. ?!#& #&#"

T#&#" ?! m3 1.200 47,

Peke!+# o!"! 0.250 70,

*#&do! o!"! 0.025 100,

PEKER(AAN PONDASI ,

()I 7395-2008-6.9 *3 Aans)aping -a)u ka*i

B# k#li m3 1.200 225,

P#$i! Beo& m3 0.432 288,

Peke!+# o!"! 0.780 70,

Tk#& B# /#$#! o!"! 0.390 80,

/e#l# Tk#& B# o!"! 0.039 90,

*#&do! o!"! 0.039 100,

()I 7395-2008-6.2 *3 Pas+ p/ndasi -a)u ka*i 2,3

B# k#li m3 1.200 225,

(eme& 50 / <#k 3.260 70,

P#$i! P#$#& m3 0.520 235,

Peke!+# o!"! 1.500 70,

Tk#& B# /#$#! o!"! 0.750 80,

/e#l# Tk#& B# o!"! 0.075 90,

*#&do! o!"! 0.075 100,

PEKER(AAN BETON ,

()I 7394=2008-6.5 *3 Beo& / - 175 (iemi

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HARGA UDAN MATERIA

(eme& 50 / <#k 6.520 70,P#$i! Beo& m3 0.543 288,

B# (li Pe#" *e$i& 12 m3 0.762 327,

Peke!+# o!"! 1.650 70,

Tk#& B# /#$#! o!"! 0.275 80,

/e#l# Tk#& B# o!"! 0.028 90,

*#&do! o!"! 0.083 100,

()I 7394=2008-6.6 *3 Beo& / - 200 (iemi

(eme& 50 / <#k 7.040 70,

P#$i! Beo& m3 0.522 288,

B# (li Pe#" *e$i& 12 m3 0.764 327,

Peke!+# o!"! 1.650 70,

Tk#& B# /#$#! o!"! 0.275 80,

/e#l# Tk#& B# o!"! 0.028 90,

*#&do! o!"! 0.083 100,

()I 7394=2008-6.7 *3 Beo& / - 225 (iemi

(eme& 50 / <#k 7.420 70,

P#$i! Beo& m3 0.499 288,

B# (li Pe#" *e$i& 12 m3 0.776 327,

Peke!+# o!"! 1.650 70,

Tk#& B# /#$#! o!"! 0.275 80,

/e#l# Tk#& B# o!"! 0.028 90,

*#&do! o!"! 0.083 100,

()I 7394=2008-6.8 *3 Beo& / - 250 (iemi

(eme& 50 / <#k 7.680 70,

P#$i! Beo& m3 0.494 288,

B# (li Pe#" *e$i& 12 m3 0.770 327,

Peke!+# o!"! 1.650 70,

Tk#& B# /#$#! o!"! 0.275 80,

/e#l# Tk#& B# o!"! 0.028 90,

*#&do! o!"! 0.083 100,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

()I 7394=2008-6.17 / Tl#&#& e$i eo& ?-24

Be$i Beo& ?-24 k 1.0500 8,

/#;# eo& k 0.0150 13,

Peke!+# o!"! 0.0070 70,

Tk#& Be$i Tl#&#& o!"! 0.0070 80,

/e#l# Tk#& Be$i o!"! 0.0007 90,

*#&do! o!"! 0.0004 100,

()I 7394=2008-6.17 / Tl#&#& e$i eo& ?-39

Be$i Beo& ?-39 k 1.0500 8,

/#;# eo& k 0.0150 13,

Peke!+# o!"! 0.0070 70,

Tk#& Be$i Tl#&#& o!"! 0.0070 80,

/e#l# Tk#& Be$i o!"! 0.0007 90,

*#&do! o!"! 0.0004 100,

()I 7394=2008-6.21 *2 Beki$i& $loo eo&

/# /l#$ III m3 0.045 3,700,

P#k 5 $d 10 m k 0.300 13,

*i&#k eki$i& l! 0.100 5,

Peke!+# o!"! 0.520 70,

Tk#& /# /#$#! o!"! 0.260 80,

/e#l# Tk#& /# o!"! 0.026 90,

*#&do! o!"! 0.026 100,

()I DT 91-0006-2007 *2 Beki$i& P!#ki$ eo&

/# /l#$ I /# kl#$ I m3 0.002 1,879,

P#k 5 $d 10 m k 0.010 13,

*i&#k eki$i& l! 0.100 5,

Peke!+# o!"! 0.520 70,

Tk#& /# /#$#! o!"! 0.260 80,

/e#l# Tk#& /# o!"! 0.026 90,

*#&do! o!"! 0.026 100,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

()I 7394=2008-6.24 *2 Beki$i& eo& l# l#&#i

T!ile . 9 mm l! 0.350 115,

P#k 5 $d 10 m k 0.400 13,

/# /l#$ II B#lok,/# kl#$ III m3 0.015 8,700,

/# /l#$ III /#$o, /# kl#$ I m3 0.040 3,700,

Dolke& di# 8 $d 10 m 6.000 17,

*i&#k eki$i& l! 0.200 5,

Peke!+# o!"! 0.660 70,

Tk#& /# /#$#! o!"! 0.330 80,

/e#l# Tk#& /# o!"! 0.033 90,

*#&do! o!"! 0.033 100,

()I 7394=2008-6.22 *2 Beki$i& kolom eo&

T!ile . 9 mm l! 0.350 115,

P#k 5 $d 10 m k 0.400 13,

/# /l#$ II B#lok, /# kl#$ I m3 0.015 8,700,

/# /l#$ III /#$o, /# kl#$ I m3 0.040 3,700,

Dolke& di# 8 $d 10 m 2.000 17,

*i&#k eki$i& l! 0.200 5,

Peke!+# o!"! 0.660 70,

Tk#& /# /#$#! o!"! 0.330 80,

/e#l# Tk#& /# o!"! 0.033 90,

*#&do! o!"! 0.033 100,

()I 7394=2008-6.23 *2 Beki$i& #lok eo&

T!ile . 9 mm l! 0.350 115,

P#k 5 $d 10 m k 0.400 13,

/# /l#$ II B#lok,/# kl#$ III m3 0.018 8,700,

/# /l#$ III /#$o, /# kl#$ I m3 0.040 3,700,

Dolke& di# 8 $d 10 m 2.000 17,

*i&#k eki$i& l! 0.200 5,

Peke!+# o!"! 0.660 70,

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HARGA UDAN MATERIA

Tk#& /# /#$#! o!"! 0.330 80,/e#l# Tk#& /# o!"! 0.033 90,

*#&do! o!"! 0.033 100,

*2 P#$. #&#i ke!+# eo& mk 1=3=5 . 10 m

(eme& 50 / <#k 0.300 70,

P#$i! Beo& m3 0.063 288,

B# (li Pe#" *e$i& 12 m3 0.083 327,

Peke!+# o!"! 0.130 70,

Tk#& B# /#$#! o!"! 0.100 80,

/e#l# Tk#& B# o!"! 0.010 90,

*#&do! o!"! 0.010 100,

PEKER(AAN DINDING

()I 6897=2008-6.16 *2 P#$. Di&di& ## eo& !i&#& #d 1=3

B## eo& !i&#& e Celo& " 12.500 5,

(eme& 50 / <#k 0.606 70,

Be$i #&k! d 8 mm k 0.280 10,

P#$i! P#$#& m3 0.728 235,

Peke!+# o!"! 0.350 70,

Tk#& B# /#$#! o!"! 0.150 80,

/e#l# Tk#& B# o!"! 0.015 90,

*#&do! o!"! 0.018 100,

()I 6897=2008-6.17 *2 P#$. Di&di& ## eo& !i&#& #d 1=4

B## eo& !i&#& e Celo& " 12.500 5,

(eme& 50 / <#k 0.485 70,

P#$i! P#$#& m3 0.772 235,

Be$i #&k! d 8 mm k 0.280 10,

Peke!+# o!"! 0.350 70,

Tk#& B# /#$#! o!"! 0.150 80,

/e#l# Tk#& B# o!"! 0.015 90,

*#&do! o!"! 0.018 100,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

()I 6897=2008-6.7 *2 P#$. Di&di& # ## #d 1=2

B## *e!#" " 70.000

(eme& 50 / <#k 0.379 70,

P#$i! P#$#& m3 0.038 235,

Peke!+# o!"! 0.300 70,

Tk#& B# /#$#! o!"! 0.100 80,

/e#l# Tk#& B# o!"! 0.010 90,

*#&do! o!"! 0.015 100,

()I 6897=2008-6.7 *3 P#$. Di&di& # ## #d 1=4

B## *e!#" " 70.000

(eme& 50 / <#k 0.230 70,

P#$i! P#$#& m3 0.043 235,

Peke!+# o!"! 0.300 70,

Tk#& B# /#$#! o!"! 0.100 80,

/e#l# Tk#& B# o!"! 0.010 90,

*#&do! o!"! 0.015 100,

*2 P#$. Di&di& #!i$i $mo#!d '#&k# /#

/# /l#$ III B#lok m3 0.028 3,700,

P#k 8 $d 12 m k 0.150 13,

$mo#!d .9 mm l! 0.860 58,

em /# k 0.560 13,

Peke!+# o!"! 0.028 70,

Tk#& /# #l$ o!"! 0.150 85,

/e#l# Tk#& /# o!"! 0.860 90,

*#&do! o!"! 0.560 100,

*2 P#$. Di&di& #!i$i $mo#!d '#&k# *e#l F!i&

'#&k# l#o&d *e#l !i& e!m#$k !ie m2 1.000 33,

$mo#!d .9 mm l! 0.860 58,

Peke!+# o!"! 0.028 70,

Tk#& /# #l$ o!"! 0.150 85,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

/e#l# Tk#& /# o!"! 0.860 90,*#&do! o!"! 0.560 100,

*2 P#$. Di&di& #!i$i Toile!ilek 9 mm

/# /l#$ III m3 0.028 3,700,

T!ile . 9 mm l! 0.860 115,

P#k (k! " 6.000

em /# k 0.560 13,

Peke!+# o!"! 0.028 70,

Tk#& /# #l$ o!"! 0.150 85,

/e#l# Tk#& /# o!"! 0.860 90,

*#&do! o!"! 0.560 100,

PEKER(AAN PLESTERAN ,

()I 2837=2008-6.2 *2 P#$. Ple$e! #i#& #d. 1=2 .15 mm #&# #

(eme& 50 / <#k 0.204 70,

P#$i! P#$#& m3 0.020 235,

Peke!+# o!"! 0.300 70,

Tk#& B# /#$#! o!"! 0.150 80,

/e#l# Tk#& B# o!"! 0.015 90,

*#&do! o!"! 0.015 100,

()I 2837=2008-6.4 *2 P#$. Ple$e! #i#& #d. 1=4 .15 mm #&# #

(eme& 50 / <#k 0.125 70,

P#$i! P#$#& m3 0.024 235,

Peke!+# o!"! 0.300 70,

Tk#& B# /#$#! o!"! 0.150 80,

/e#l# Tk#& B# o!"! 0.015 90,

*#&do! o!"! 0.015 100,

()I 2837=2008-6.27 *2 P#$. Ai#& PC

(eme& 50 / <#k 0.065 70,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

Peke!+# o!"! 0.200 70,Tk#& B# /#$#! o!"! 0.100 80,

/e#l# Tk#& B# o!"! 0.010 90,

*#&do! o!"! 0.010 100,

PEKER(AAN 'INISHING DINDING

()I DT 91-0012-2007 *2 Pas+ Dinding Grani) Ti*e 3## 4 3##

!#&ie Tile 4040 m2 1.060 275,

(eme& 50 / <#k 0.186 70,

P#$i! P#$#& m3 0.018 235,

(eme& #!&# k 1.940 12,

Peke!+# o!"! 0.600 70,

Tk#& B# /#$#! o!"! 0.450 80,

/e#l# Tk#& B# o!"! 0.045 90,

*#&do! o!"! 0.300 100,

()I DT 91-0012-2007 *2 Pas+ Dinding Keraik 5##45##

/e!#mik 3030 m2 1.060 59,

(eme& 50 / <#k 0.186 70,

P#$i! P#$#& m3 0.018 235,

(eme& #!&# k 1.940 12,

Peke!+# o!"! 0.600 70,

Tk#& B# /#$#! o!"! 0.450 80,

/e#l# Tk#& B# o!"! 0.045 90,

*#&do! o!"! 0.300 100,

* '#ili& T#&# Be$i ollo;

Be$i Pl# !##2 k 15.000 10,

C# k#Be$i m 1.000 57,

Peke!+# o!"! 0.150 70,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

Tk#& B# /#$#! o!"! 0.075 80,/e#l# Tk#& B# o!"! 0.008 90,

*#&do! o!"! 0.008 100,

PEKER(AAN 'INISHING LANTAI

*2 Pas+ Ra-a) -e)/n6 finis! a7ian eo& 1=3=5, . 10 m

(eme& 50 / <#k 0.454 70,

P#$i! Beo& m3 0.054 288,

B# (li Pe#" *e$i& 12 m3 0.091 327,

Peke!+# o!"! 0.300 70,

Tk#& B# /#$#! o!"! 0.100 80,

/e#l# Tk#& B# o!"! 0.010 90,

*#&do! o!"! 0.010 100,

()I 7395=2008-6.9 *2 Pas+ Lan)ai Grani) Ti*e 3##43##

!#&ie Tile 4040 m2 1.061 275,

(eme& 50 / <#k 0.196 70,

P#$i! P#$#& m3 0.045 235,

(eme& #!&# k 1.300 12,

Peke!+# o!"! 0.250 70,

Tk#& B# /#$#! o!"! 0.125 80,

/e#l# Tk#& B# o!"! 0.013 90,

*#&do! o!"! 0.013 100,

()I 7395=2008-6.35 *2 Pas+ Lan)ai Keraik 5##45##

/e!#mik 3030 m2 1.068 59,

(eme& 50 / <#k 0.200 70,

P#$i! P#$#& m3 0.045 235,

(eme& #!&# k 1.500 12,

Peke!+# o!"! 0.700 70,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

Tk#& B# /#$#! o!"! 0.350 80,/e#l# Tk#& B# o!"! 0.035 90,

*#&do! o!"! 0.035 100,

()I DT 91-0012-2007 * P#$. Pli& /e!#mik 100300

Pli& /e!#mik 1030 m " 3.333 10,

(eme& 50 / <#k 0.023 70,

P#$i! P#$#& m3 0.030 235,

(eme& #!&# k 0.025 12,

Peke!+# o!"! 0.090 70,

Tk#& B# /#$#! o!"! 0.090 80,

/e#l# Tk#& B# o!"! 0.090 90,

*#&do! o!"! 0.005 100,

()I 7395=2008-6.24 * P#$. Pli& !#&ieile 100400

Pli& !#&ieile 1040 m " 2.650 13,

(eme& 50 / <#k 0.023 70,

P#$i! P#$#& m3 0.003 235,

(eme& #!&# k 0.100 12,

Peke!+# o!"! 0.090 70,

Tk#& B# /#$#! o!"! 0.090 80,

/e#l# Tk#& B# o!"! 0.090 90,

*#&do! o!"! 0.005 100,

PEKER(AAN LANGIT%LANGIT

*2 Pas+ Rangka P*af/nd Me)a* furing

'#&k# l#o&d *e#l !i& m2 1.050 33,

Peke!+# o!"! 0.200 70,

Tk#& Be$i /o&$!k$i o!"! 0.300 85,

/e#l# Tk#& Be$i o!"! 0.030 90,

*#&do! o!"! 0.010 100,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

()I 3434=2008-6.19 *2 Pas+ Rangka P*af/nd Ka1u Meran)i

/# /l#$ II k#$o m3 0.015 8,700,

P#k 5 $d 10 m k 0.200 13,

Peke!+# o!"! 0.200 70,

Tk#& /# /#$#! o!"! 0.300 80,

/e#l# Tk#& /# o!"! 0.030 90,

*#&do! o!"! 0.075 100,

()I 3434=2008-6.19 *2 Pas+ Rangka P*af/nd Ka1u

/# /l#$ III k#$o m3 0.015 3,700,

P#k 5 $d 10 m k 0.200 13,

Peke!+# o!"! 0.200 70,

Tk#& /# /#$#! o!"! 0.300 80,

/e#l# Tk#& /# o!"! 0.030 90,

*#&do! o!"! 0.075 100,

()I 2839=2008-6.7 *2 Pas+ Penu)up P*af/nd G1psu-/ard )+ 8

$mo#!d .9 mm l! 0.364 58,

P#k (k! k 0.110

Peke!+# o!"! 0.100 70,

Tk#& /# /#$#! o!"! 0.050 80,

/e#l# Tk#& /# o!"! 0.005 90,

*#&do! o!"! 0.005 100,

()I 2839=2008-6.5 *2 Pas+ Penu)up P*af/nd Trip*e4 )+ 3

T!ile . 4 mm l! 0.375 64,

P#k (k! k 0.030

Peke!+# o!"! 0.100 70,

Tk#& /# /#$#! o!"! 0.100 80,

/e#l# Tk#& /# o!"! 0.010 90,

*#&do! o!"! 0.005 100,

()I 2839=2008-6.8 * Pas+ Lis) Pr/fi* G1psu )+ 9 7

7/17/2019 HSBGN LAMONGAN 2015

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URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

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HARGA UDAN MATERIA

i$ P!oil 5 m $m m 1.050 8,P#k (k! k 0.010

Peke!+# o!"! 0.060 70,

Tk#& /# /#$#! o!"! 0.060 80,

/e#l# Tk#& /# o!"! 0.006 90,

*#&do! o!"! 0.003 100,

PEKER(AAN RANGKA . PENUTUP ATAP

*2 Rangka a)ap -a:a ringan Gi&k#lme 147,

'#&k# ## #+# !i&#& m2 1.000 147,

Peke!+# o!"! 0.080 70,

Tk#& /# /#$#! o!"! 0.240 80,

/e#l# Tk#& /# o!"! 0.024 90,

*#&do! o!"! 0.004 100,

()I 3434=2008-6.13 *3 Pas+ Kuda kuda Ka1u /o&e&$io&#l

/# /l#$ II #lok m3 1.100 8,700,

Be$i Pl# !##2 k 15.000 10,

P#k 8 $d 12 m k 5.600 13,

Peke!+# o!"! 4.000 70,

Tk#& /# /#$#! o!"! 12.000 80,

/e#l# Tk#& /# o!"! 1.200 90,

*#&do! o!"! 0.200 100,

()I 3434=2008-6.15 *3 o!di& /#

/# /l#$ II B#lok m3 1.100 8,700,

Be$i Pl# !##2 k 15.000 10,

P#k 8 $d 12 m k 3.000 13,

Peke!+# o!"! 2.400 70,

Tk#& /# /#$#! o!"! 7.200 80,

/e#l# Tk#& /# o!"! 0.720 90,

*#&do! o!"! 0.120 100,

7/17/2019 HSBGN LAMONGAN 2015

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

()I 3434=2008-6.16 *2 '#&k# A# k#

/# /l#$ II k#$o m3 0.014 8,700,

/# /l#$ II !e& 0,036 m3 m3 0.036 8,700,

P#k 5 $d 10 m k 0.250 13,

Peke!+# o!"! 0.100 70,

Tk#& /# /#$#! o!"! 0.100 80,

/e#l# Tk#& /# o!"! 0.010 90,

*#&do! o!"! 0.005 100,

()I 02-3436-1994 *2 Pe& ## e&e& /e!#mik e @#i;#&i

e&e& /e!#mik " 25.000 4,

Peke!+# o!"! 0.150 70,

Tk#& B# /#$#! o!"! 0.075 80,

/e#l# Tk#& B# o!"! 0.008 90,

*#&do! o!"! 0.008 100,

()I 02-3436-1994 *2 Pe& ## e&e& /e!#mik l#<! e /A)*?'I

e&e& /e!#mik l#<! " 14.500 9,

Peke!+# o!"! 0.150 70,

Tk#& B# /#$#! o!"! 0.075 80,

/e#l# Tk#& B# o!"! 0.008 90,

*#&do! o!"! 0.008 100,

()I 02-3436-1994 *2 Bu-ungan Gen)eng Keraik

)ok e&e& /e!#mik " 5.000 13,

(eme& 50 / <#k 0.216 70,

P#$i! P#$#& m3 0.032 235,

Peke!+# o!"! 0.400 70,

Tk#& B# /#$#! o!"! 0.200 80,

/e#l# Tk#& B# o!"! 0.020 90,

*#&do! o!"! 0.002 100,

()I 02-3436-1994 *2 Bu-ungan Gen)eng Keraik G*a;ur

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HARGA UDAN MATERIA

)ok e&e& /e!#mik l#$! " 5.000 19,(eme& 50 / <#k 0.216 70,

P#$i! P#$#& m3 0.032 235,

Peke!+# o!"! 0.400 70,

Tk#& B# /#$#! o!"! 0.200 80,

/e#l# Tk#& B# o!"! 0.020 90,

*#&do! o!"! 0.002 100,

()I DT 91-0011-2007 *1 Pas+ Lisp*ank Ka1u 5<"#

/# /l#$ II ##& k. 320 m3 0.011 8,700,

P#k 5 $d 10 m k 0.100 13,

Peke!+# o!"! 0.100 70,

Tk#& /# /#$#! o!"! 0.200 80,

/e#l# Tk#& /# o!"! 0.020 90,

*#&do! o!"! 0.005 100,

*1 Pas+ '*es!ing seng p*a)

(e& Pl# B@( 30 k. 320 m2 0.450 39,

P#k 5 $d 10 m k 0.100 13,

Peke!+# o!"! 0.100 70,

Tk#& /# /#$#! o!"! 0.200 80,

/e#l# Tk#& /# o!"! 0.020 90,

*#&do! o!"! 0.005 100,

()I 7393=2008-6.19 *1 Pas+ Ta*ang seng p*a)

(e& Pl# B@( 30 k. 320 m2 1.050 39,

P#k 1 $d 3 m k 0.010 15,

Be$i Pl# !##2 k 0.500 10,

Peke!+# o!"! 0.150 70,

Tk#& /# /#$#! o!"! 0.300 80,

/e#l# Tk#& /# o!"! 0.030 90,

*#&do! o!"! 0.008 100,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

PEKER(AAN PENGECATAN PT T-38-2000-C *2 C# di&di& d#l#m #!li eml$io& /.I I&e!io!

Pl#mi! Temok k 0.100 7,

C# Temok k;1 k 0.100 43,

C# Temok k;1 k 0.260 43,

Peke!+# o!"! 0.020 70,

Tk#& C# Bi#$# o!"! 0.063 80,

/e#l# Tk#& C# o!"! 0.006 90,

*#&do! o!"! 0.003 100,

PT T-38-2000-C *2 C# di&di& d#l#m #!li eml$io& /.II I&e!io!

Pl#mi! Temok k 0.100 7,

C# Temok k;2 k 0.100 28,

C# Temok k;2 k 0.260 28,

Peke!+# o!"! 0.020 70,

Tk#& C# Bi#$# o!"! 0.063 80,

/e#l# Tk#& C# o!"! 0.006 90,

*#&do! o!"! 0.003 100,

PT T-38-2000-C *2 C# di&di& l#! ;e#"e!$"iled /.I Ek$e!io!

Pl#mi! Temok k 0.100 7,

C# Temok k;1 k 0.100 43,

C# Temok k;1 k 0.260 43,

Peke!+# o!"! 0.020 70,

Tk#& C# Bi#$# o!"! 0.063 80,

/e#l# Tk#& C# o!"! 0.006 90,

*#&do! o!"! 0.003 100,

PT T-38-2000-C *2 C# di&di& l#! ;e#"e!$"iled /.II Ek$e!io!

Pl#mi! Temok k 0.100 7,

C# Temok k;2 k 0.100 28,

C# Temok k;2 k 0.260 28,

Peke!+# o!"! 0.020 70,

#i$ C# D#$#! : 2#i$ : 2 #i$ C#

Pe&

#i$ C# D#$#! : 2

#i$ : 2 #i$ C#Pe&

#i$ C# D#$#! : 2#i$ : 2 #i$ C#

Pe&

#i$ C# D#$#! : 2#i$ : 2 #i$ C#

Pe&

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HARGA UDAN MATERIA

Tk#& C# Bi#$# o!"! 0.063 80,/e#l# Tk#& i$!ik o!"! 0.006 90,

*#&do! o!"! 0.003 100,

PT T-38-2000-C *2 C# l#o&d #!li eml$io& /.I I&e!io!

Pl#mi! Temok k 0.100 7,

C# Temok k;1 k 0.100 43,

C# Temok k;1 k 0.260 43,

Peke!+# o!"! 0.020 70,

Tk#& C# Bi#$# o!"! 0.063 80,

/e#l# Tk#& C# o!"! 0.006 90,

*#&do! o!"! 0.003 100,

PT T-38-2000-C *2 C# l#o&d #!li eml$io& /.II I&e!io!

Pl#mi! Temok k 0.100 7,

C# Temok k;2 k 0.100 28,

C# Temok k;2 k 0.260 28,

Peke!+# o!"! 0.020 70,

Tk#& C# Bi#$# o!"! 0.063 80,

/e#l# Tk#& C# o!"! 0.006 90,

*#&do! o!"! 0.003 100,

PT T-38-2000-C *2 C# k# $&"ei

Pl#mi! /# k 0.150 25,

*e&i k# k 0.200 34,

C# k#Be$i C# d#$#! 1 k 0.170 57,

C# k#Be$i C# #k"i! 2 k 0.260 57,

Peke!+# o!"! 0.070 70,

Tk#& C# Bi#$# o!"! 0.090 80,

/e#l# Tk#& C# o!"! 0.060 90,

*#&do! o!"! 0.025 100,

#i$ C# D#$#! : 2#i$ : 2 #i$ C#

Pe&

#i$ C# D#$#! : 2#i$ : 2 #i$ C#

Pe&

1 #i$ Pl#mi! : 1#i$ C# D#$#! : 2#i$ C# Pe&

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HARGA UDAN MATERIA

PT T-38-2000-C *2 C# e$i $&"ei Pl#mi! /# k 0.150 25,

*e&i k# k 0.200 34,

C# k#Be$i C# d#$#! 1 k 0.170 57,

C# k#Be$i C# #k"i! 2 k 0.260 57,

Peke!+# o!"! 0.070 70,

Tk#& C# Bi#$# o!"! 0.090 80,

/e#l# Tk#& C# o!"! 0.060 90,

*#&do! o!"! 0.025 100,

PEKER(AAN KUSEN

()I 7393=2008-6.11 * /$e& Pi& d#& @e&del# Alm&im CA 133.333

/$e& Alm&im m 1.100 78,

P#k (k! " 2.000

Peke!+# o!"! 0.043 70,

Tk#& /# #l$ o!"! 0.043 85,

/e#l# Tk#& /# o!"! 0.004 90,

*#&do! o!"! 0.002 100,

()I 7393=2008-6.11 * /$e& Pi& d#& @e&del# Alm&im PC 133.333

/$e& Alm&im m 1.100 78,

P#k (k! " 2.000

Peke!+# o!"! 0.043 70,

Tk#& /# #l$ o!"! 0.043 85,

/e#l# Tk#& /# o!"! 0.004 90,

*#&do! o!"! 0.002 100,

& /$e& H Pi& PC oile 133.333

/$e& H Pi& PC oile m 1.000 290,

P#k (k! " 6.000

Peke!+# o!"! 0.045 70,

Tk#& /# #l$ o!"! 0.135 85,

1 #i$ Pl#mi! : 1

#i$ C# D#$#! : 2#i$ C# Pe&

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HARGA UDAN MATERIA

/e#l# Tk#& /# o!"! 0.014 90,*#&do! o!"! 0.002 100,

()I 7393=2008-6.11 * '#&k#Pi& Alm&im CA 133.333

'#&k# Pi& Alm&im m 1.100 110,

P#k (k! " 2.000

Peke!+# o!"! 0.043 70,

Tk#& /# #l$ o!"! 0.043 85,

/e#l# Tk#& /# o!"! 0.004 90,

*#&do! o!"! 0.002 100,

()I 7393=2008-6.11 * '#&k# Pi& Alm&im PC 133.333

'#&k# Pi& Alm&im m 1.100 110,

P#k (k! " 2.000

Peke!+# o!"! 0.043 70,

Tk#& B# #l$ o!"! 0.043 85,

/e#l# Tk#& /# o!"! 0.004 90,

*#&do! o!"! 0.002 100,

* '#&k# @e&del# Alm&im 133.333

'#&k# @e&del# Alm&im m 1.050 84,

P#k (k! " 1.000

Peke!+# o!"! 0.045 70,

Tk#& /# #l$ o!"! 0.135 85,

/e#l# Tk#& /# o!"! 0.014 90,

*#&do! o!"! 0.002 100,

* '#&k# @e&del# Alm&im 133.333

'#&k# Pi& Alm&im m 1.050 110,

P#k (k! " 1.000

Peke!+# o!"! 0.045 70,

Tk#& /# #l$ o!"! 0.135 85,

/e#l# Tk#& /# o!"! 0.014 90,

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HARGA UDAN MATERIA

*#&do! o!"! 0.002 100,

()I 3434=2008-6.1 *3 /$e& Pi& d#& @e&del# /# /.I

/# /l#$ I B#lok m3 1.100 9,850,

P#k 5 $d 10 m k 1.250 13,

em /# k 1.000 13,

Peke!+# o!"! 7.000 70,

Tk#& /# #l$ o!"! 21.000 85,

/e#l# Tk#& /# o!"! 2.100 90,

*#&do! o!"! 0.350 100,

()I 3434=2008-6.2 *3 /$e& Pi& d#& @e&del# /# /.II

/# /l#$ II #lok m3 1.200 8,700,

P#k 5 $d 10 m k 1.250 13,

em /# k 1.000 13,

Peke!+# o!"! 6.000 70,

Tk#& /# #l$ o!"! 18.000 85,

/e#l# Tk#& /# o!"! 1.800 90,

*#&do! o!"! 0.300 100,

()I 3434=2008-6.2 *3 /$e& Pi& d#& @e&del# /# /.III

/# /l#$ III #lok m3 1.200 3,700,

P#k 5 $d 10 m k 1.250 13,

em /# k 1.000 13,

Peke!+# o!"! 6.000 70,

Tk#& /# #l$ o!"! 18.000 85,

/e#l# Tk#& /# o!"! 1.800 90,

*#&do! o!"! 0.300 100,

()I 3434=2008-6.6 *2 D#& Pi& d#& @e&del# /# /.I Pi& H +e&del# k##

/# /l#$ I P##& m3 0.024 9,850,

em /# k 0.300 13,

Peke!+# o!"! 0.800 70,

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HARGA UDAN MATERIA

Tk#& /# #l$ o!"! 2.400 85,/e#l# Tk#& /# o!"! 0.240 90,

*#&do! o!"! 0.040 100,

()I 3434=2008-6.6 *2 D#& Pi& d#& @e&del# /# /.II Pi& H +e&del# k##

/# /l#$ II P##& m3 0.024 8,700,

em /# k 0.300 13,

Peke!+# o!"! 0.800 70,

Tk#& /# #l$ o!"! 2.400 85,

/e#l# Tk#& /# o!"! 0.240 90,

*#&do! o!"! 0.040 100,

()I 3434=2008-6.4 *2 D#& Pi& d#& @e&del# /# /.III Pi& H +e&del# k##

/# /l#$ III P##& m3 0.040 3,700,

P#k 5 $d 10 m k 0.500 13,

Peke!+# o!"! 0.350 70,

Tk#& /# #l$ o!"! 1.050 85,

/e#l# Tk#& /# o!"! 0.011 90,

*#&do! o!"! 0.018 100,

()I 3434=2008-6.5 *2 D#& Pi& P#&el /.I

/# /l#$ I ##& m3 0.040 9,850,

em /# k 0.500 13,

Peke!+# o!"! 1.000 70,

Tk#& /# #l$ o!"! 3.000 85,

/e#l# Tk#& /# o!"! 0.300 90,

*#&do! o!"! 0.050 100,

()I 3434=2008-6.5 *2 D#& Pi& P#&el /.II

/# /l#$ II ##& m3 0.040 8,700,

em /# k 0.500 13,

Peke!+# o!"! 1.000 70,

Tk#& /# #l$ o!"! 3.000 85,

/e#l# Tk#& /# o!"! 0.300 90,

7/17/2019 HSBGN LAMONGAN 2015

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HARGA UDAN MATERIA

*#&do! o!"! 0.050 100,

()I DT 91-0011-2007 *2 D#& Pi& P#&el /.III

/# /l#$ III ##& m3 0.040 3,700,

em /# k 0.500 13,

Peke!+# o!"! 1.000 70,

Tk#& /# #l$ o!"! 3.000 85,

/e#l# Tk#& /# o!"! 0.300 90,

*#&do! o!"! 0.050 100,

()I 3434=2008-6.8 *2 D#& Pi& dole e#k;ood !#&k# k# /.II e!

/# /l#$ II ##& m3 0.025 8,700,

em /# k 0.500 13,

P#k 1 $d 3 m k 0.030 15,

T!ilek . 3 mm k. 90220 l! 1.000 52,

Peke!+# o!"! 0.700 70,

Tk#& /# #l$ o!"! 2.100 85,

/e#l# Tk#& /# o!"! 0.210 90,

*#&do! o!"! 0.350 100,

()I DT 91-0011-2007 *2 D#& Pi& dole !ile !#&k# k# /.III e!

/# /l#$ III ##& m3 0.025 3,700,

em /# k 0.500 13,

P#k 1 $d 3 m k 0.030 15,

T!ile . 4 mm k. 90220 l! 2.000 64,

Peke!+# o!"! 0.800 70,

Tk#& /# #l$ o!"! 2.400 85,

/e#l# Tk#& /# o!"! 0.240 90,

*#&do! o!"! 0.040 100,

()I 7393=2008-6.4 *2 Pi& e$i l# #+# . 2 mm !#&k# !#&k# e$i $ik

Be$i Pl# !##2 e$i $ik 30.30.3 k 15.000 10,

Be$i Pl# !##2 e$i l# k 32.800 10,

/#;# eo& k 0.050 13,

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HARGA UDAN MATERIA

Peke!+# o!"! 1.050 70,Tk#& Be$i /o&$!k$i o!"! 1.050 85,

/e#l# Tk#& Be$i o!"! 0.105 90,

*#&do! o!"! 0.052 100,

*2 P##! Be$i

Be$i Pl# !##2 k 25.000 10,

/#;# eo& k 0.050 13,

Peke!+# o!"! 1.050 70,

Tk#& Be$i /o&$!k$i o!"! 1.050 85,

/e#l# Tk#& Be$i o!"! 0.105 90,

*#&do! o!"! 0.052 100,

*2 P##! Be$i Tem#

Be$i Tem# m2 1.200 158,

/#;# eo& k 0.050 13,

Peke!+# o!"! 1.050 70,

Tk#& Be$i /o&$!k$i o!"! 1.050 85,

/e#l# Tk#& Be$i o!"! 0.105 90,

*#&do! o!"! 0.052 100,

PEKER(AAN KUNCI DAN PENGGANTUNG

PT T-30-2000-C B P#$. /&i i& !#&#&

#&dle i& " 1.000 325,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.500 85,

/e#l# Tk#& /# o!"! 0.050 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. /&i #&#m i#$#

#&dle i& " 1.000 325,

Peke!+# o!"! 0.000 70,

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HARGA UDAN MATERIA

Tk#& /# #l$ o!"! 0.500 85,/e#l# Tk#& /# o!"! 0.050 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. /&i #&#m i& Alm&im

#&dle i& " 1.000 325,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.500 85,

/e#l# Tk#& /# o!"! 0.050 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. (ili&de! i& Alm&im

(eli&de! " 1.000 101,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.500 85,

/e#l# Tk#& /# o!"! 0.050 90,

*#&do! o!"! 0.000 100,

B P#$. /&i k&o i& k#m#! m#&di

#&dle i& " 1.000 325,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.600 85,

/e#l# Tk#& /# o!"! 0.060 90,

*#&do! o!"! 0.000 100,

B P#$. Doo! (oe!

Doo! (oe! " 1.000 19,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.600 85,

/e#l# Tk#& /# o!"! 0.060 90,

*#&do! o!"! 0.000 100,

B P#$. Doo! Clo$e!

Doo! lo$e! " 1.000 163,

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HARGA UDAN MATERIA

Peke!+# o!"! 0.000 70,Tk#& /# #l$ o!"! 0.600 85,

/e#l# Tk#& /# o!"! 0.060 90,

*#&do! o!"! 0.000 100,

* 'el i& #&&

'el Pi& i# 4 Pi& Gi&k#lme ok#l " 1.000 2,750,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 3.000 85,

/e#l# Tk#& /# o!"! 0.300 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. !e&del Pi&

!e&del " 1.000 33,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.250 85,

/e#l# Tk#& /# o!"! 0.025 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. !e&del @e&del#

!e&del " 1.000 33,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.250 85,

/e#l# Tk#& /# o!"! 0.025 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. (lo #&#m i& dole

(lo T#&#m " 1.000 57,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.250 85,

/e#l# Tk#& /# o!"! 0.025 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. 'el i& li# 4 i&

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HARGA UDAN MATERIA

'EFJ " 1.000 Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.125 85,

/e#l# Tk#& /# o!"! 0.013 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. E&$el i&

E&$el " 1.000 19,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.125 85,

/e#l# Tk#& /# o!"! 0.013 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. E&$el +e&del#

E&$el " 1.000 19,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.100 85,

/e#l# Tk#& /# o!"! 0.010 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. /#i #&i& +e&del#

/#i A&i& " 1.000 13,

Peke!+# o!"! 0.000 70,

Tk#& /# #l$ o!"! 0.100 85,

/e#l# Tk#& /# o!"! 0.010 90,

*#&do! o!"! 0.000 100,

PT T-30-2000-C B P#$. /## olo$ 3 mm

/## Polo$ 3 mm m2 1.050 80,

Peke!+# o!"! 0.160 70,

Tk#& /# #l$ o!"! 0.160 85,

/e#l# Tk#& /# o!"! 0.016 90,

*#&do! o!"! 0.008 100,

7/17/2019 HSBGN LAMONGAN 2015

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

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HARGA UDAN MATERIA

PT T-30-2000-C B P#$. /## olo$ 5 mm /## Polo$ 5 mm m2 1.050 100,

Peke!+# o!"! 0.160 70,

Tk#& /# #l$ o!"! 0.160 85,

/e#l# Tk#& /# o!"! 0.016 90,

*#&do! o!"! 0.008 100,

PT T-30-2000-C B P#$. /## 8 mm

/## Polo$ 8 mm m2 1.050 140,

Peke!+# o!"! 0.160 70,

Tk#& /# #l$ o!"! 0.160 85,

/e#l# Tk#& /# o!"! 0.016 90,

*#&do! o!"! 0.008 100,

PEKER(AAN SANITER

'()I T-15-2002 B P#$. #$"#el ke!#mik

#$#el " 1.000 265,

(e#l #e " 1.000 4,

Peke!+# o!"! 1.200 70,

Tk#& B# #l$ o!"! 1.450 85,

/e#l# Tk#& B# o!"! 0.150 90,

*#&do! o!"! 0.100 100,

'()I T-15-2002 B P#$. /lo$e Ddk /e!#mik

/lo$e ddk " 1.000 1,310,

Peke!+# o!"! 3.300 70,

Tk#& B# #l$ o!"! 1.100 85,

/e#l# Tk#& B# o!"! 0.110 90,

*#&do! o!"! 0.016 100,

'()I T-15-2002 B P#$. ?!i&oi! /e!#mik

?!i&oi! " 1.000 2,200,

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

Peke!+# o!"! 3.300 70,Tk#& B# #l$ o!"! 1.100 85,

/e#l# Tk#& B# o!"! 0.110 90,

*#&do! o!"! 0.016 100,

'()I T-15-2002 B P#$. /lo$e @o&kok /e!#mik

/lo$e @o&kok " 1.000 135,

(eme& 50 / <#k 0.120 70,

Peke!+# o!"! 0.000 70,

Tk#& B# #l$ o!"! 1.100 85,

/e#l# Tk#& B# o!"! 0.110 90,

*#&do! o!"! 0.016 100,

Pe!le&k##&

'()I T-15-2002 B P#$. B#k Ai! Fie!l#$$

B#k #i! i!el#$$ " 1.000 250,

Peke!+# o!"! 1.800 70,

Tk#& B# #l$ o!"! 2.700 85,

/e#l# Tk#& B# o!"! 0.540 90,

*#&do! o!"! 0.110 100,

Pe!le&k##& "#!# 0.180

'()I T-15-2002 B P#$. ("o;e! $!#

("o;e! (!# " 1.000 230,

(e#l #e " 0.025 4,

Peke!+# o!"! 0.000 70,

Tk#& B# #l$ o!"! 0.100 85,

/e#l# Tk#& B# o!"! 0.010 90,

*#&do! o!"! 0.000 100,

'()I T-15-2002 B P#$. ("o;e! $e

("o;e! (e " 1.000 2,300,

(e#l #e " 0.025 4,

Peke!+# o!"! 0.000 70,

7/17/2019 HSBGN LAMONGAN 2015

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

Tk#& B# #l$ o!"! 1.100 85,/e#l# Tk#& B# o!"! 0.110 90,

*#&do! o!"! 0.016 100,

'()I T-15-2002 B P#$. Tem# $#& ke!#mik

Tem# (#& " 1.000 131,

(eme& 50 / <#k 0.120 70,

Peke!+# o!"! 0.000 70,

Tk#& B# #l$ o!"! 0.250 85,

/e#l# Tk#& B# o!"! 0.010 90,

*#&do! o!"! 0.000 100,

'()I T-15-2002 B P#$. /i"e&<i&k $#i&lee$ $ell 1 l#&

/i"e&<i&k " 1.000 1,500,

Fii&, (o #le H $o! $e 0.300 1,500,

Peke!+# o!"! 1.000 70,

Tk#& B# #l$ o!"! 1.000 85,

/e#l# Tk#& B# o!"! 0.100 90,

*#&do! o!"! 0.100 100,

'()I T-15-2002 B P#$. /!#& <i&k

/!#& <i&k " 1.000 135,

(e#l #e " 0.025 4,

Peke!+# o!"! 0.000 70,

Tk#& B# #l$ o!"! 0.100 85,

/e#l# Tk#& B# o!"! 0.010 90,

*#&do! o!"! 0.000 100,

'()I T-15-2002 B P#$. /!#& di&di&

/!#& di&di& " 1.000 71,

(e#l #e " 0.025 4,

Peke!+# o!"! 0.000 70,

Tk#& B# #l$ o!"! 0.100 85,

/e#l# Tk#& B# o!"! 0.010 90,

7/17/2019 HSBGN LAMONGAN 2015

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

*#&do! o!"! 0.000 100,

'()I T-15-2002 B P#$. Floo! D!#i&

Floo!d!#i& " 1.000 105,

(eme& 50 / <#k 0.120 70,

Peke!+# o!"! 0.000 70,

Tk#& B# #l$ o!"! 1.100 85,

/e#l# Tk#& B# o!"! 0.110 90,

*#&do! o!"! 0.016 100,

'()I T-15-2002 B P#$. 'oo D!#i&

'oo D!#i& *e#l " 1.000 26,

(eme& 50 / <#k 0.120 70,

Peke!+# o!"! 0.000 70,

Tk#& B# #l$ o!"! 1.100 85,

/e#l# Tk#& B# o!"! 0.110 90,

*#&do! o!"! 0.016 100,

& Pas+ Me:a Pan)r1 uk+ =##4 29##

Beo& / - 200 m3 0.090 1,145,

Tl#&#& e$i eo& ?-24 k 9.000 11,

Beki$i& eo& l# l#&#i m2 0.990 556,

P#$. Di&di& /e!#mik 300300 m2 0.990 237,

PEKER(AAN PIPA

'()I T-15-2002 *1 Pi# PC di#. 4K

Pi# PC di# 4K m 1.200 69,

Pe!le&k##& m 0.350 69,

Peke!+# o!"! 0.081 70,

Tk#& B# #l$ o!"! 0.135 85,

/e#l# Tk#& B# o!"! 0.014 90,

*#&do! o!"! 0.004 100,

7/17/2019 HSBGN LAMONGAN 2015

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

'()I T-15-2002 *1 Pi# PC di#. 3K

Pi# PC di# 3K m 1.200 42,

Pe!le&k##& m 0.350 42,

Peke!+# o!"! 0.081 70,

Tk#& B# #l$ o!"! 0.135 85,

/e#l# Tk#& B# o!"! 0.014 90,

*#&do! o!"! 0.004 100,

'()I T-15-2002 *1 Pi# PC di#. 2K

Pi# PC di# 2K m 1.200 26,

Pe!le&k##& m 0.350 26,

Peke!+# o!"! 0.054 70,

Tk#& B# #l$ o!"! 0.090 85,

/e#l# Tk#& B# o!"! 0.009 90,

*#&do! o!"! 0.003 100,

'()I T-15-2002 *1 Pi# PC di#. 1K

Pi# PC di# 1K m 1.200 9,

Pe!le&k##& m 0.350 9,

Peke!+# o!"! 0.036 70,

Tk#& B# #l$ o!"! 0.060 85,

/e#l# Tk#& B# o!"! 0.006 90,

*#&do! o!"! 0.002 100,

'()I T-15-2002 *1 Pi# PC di#. 34K

Pi# PC di# 34K m 1.200 7,

Pe!le&k##& m 0.350 7,

Peke!+# o!"! 0.036 70,

Tk#& B# #l$ o!"! 0.060 85,

/e#l# Tk#& B# o!"! 0.006 90,

*#&do! o!"! 0.002 100,

7/17/2019 HSBGN LAMONGAN 2015

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

'()I T-15-2002 *1 Pi# PC di#. 12K

Pi# PC di# 12K m 1.200 6,

Pe!le&k##& m 0.350 6,

Peke!+# o!"! 0.036 70,

Tk#& B# #l$ o!"! 0.060 85,

/e#l# Tk#& B# o!"! 0.006 90,

*#&do! o!"! 0.002 100,

*1 (o k!#& di#. 1K

(o k!#& di# 1K " 1.000 36,

Pe!le&k##& " 0.350 36,

Peke!+# o!"! 0.036 70,

Tk#& B# #l$ o!"! 0.060 85,

/e#l# Tk#& B# o!"! 0.006 90,

*#&do! o!"! 0.002 100,

*1 /le di#mee! 34K

/le di#mee! 34K m 1.200 13,

Pe!le&k##& m 0.350 13,

Peke!+# o!"! 0.036 70,

Tk#& B# #l$ o!"! 0.060 85,

/e#l# Tk#& B# o!"! 0.006 90,

*#&do! o!"! 0.002 100,

'()I T-15-2002 *1 'ood!#i&

'oo D!#i& *e#l m 1.200 26,

(eme& 50 / <#k 0.120 70,

Peke!+# o!"! 0.000 70,

Tk#& B# #l$ o!"! 1.100 85,

/e#l# Tk#& B# o!"! 0.110 90,

*#&do! o!"! 0.016 100,

7/17/2019 HSBGN LAMONGAN 2015

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

*1 *e$i& @e Pm k#.250 ;#

*e$i& @e Pm k#.250 ;# m 1.200 685,

Peke!+# o!"! 1.000 70,

Tk#& i$!ik o!"! 0.500 85,

/e#l# Tk#& i$!ik o!"! 0.110 90,

*#&do! o!"! 0.016 100,

*1 *e$i& om# k#.150 ;#

*e$i& Pom# ek#& k#. 150 ;# m 1.200 480,

Peke!+# o!"! 1.000 70,

Tk#& i$!ik o!"! 0.500 85,

/e#l# Tk#& i$!ik o!"! 0.110 90,

*#&do! o!"! 0.016 100,

*1 T#&ki #i! 1000 lie!

T#&ki #i! 1000 lie! " 1.000 1,340,

Pel#m& oom#i$ " 1.000 44,

Peke!+# o!"! 1.000 70,

Tk#& i$!ik o!"! 0.500 85,

/e#l# Tk#& i$!ik o!"! 0.110 90,

*#&do! o!"! 0.016 100,

*1 T#&ki #i! 500 lie!

T#&ki #i! 500 lie! " 1.000 750,

Pel#m& oom#i$ " 1.000 44,

Peke!+# o!"! 1.000 70,

Tk#& i$!ik o!"! 0.500 85,

/e#l# Tk#& i$!ik o!"! 0.110 90,

*#&do! o!"! 0.016 100,

*1 Ddk#& #&ki #i!

Be$i Pl# !##2 Be$i $ik 50.50.5 k 70.000 10,

Peke!+# o!"! 1.000 70,

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

Tk#& i$!ik o!"! 0.500 85,/e#l# Tk#& i$!ik o!"! 0.110 90,

*#&do! o!"! 0.016 100,

?)IT (ei#&k Bi$ eo& : 'eme$#&

#li#& #&#", d#l#m $d 1 m k!#& L1,2M 1,5 m m3 2.000 60,

P#$. ?!#& #$i! m3 0.200 198,

P#$. #&#i ke!+# eo& mk 1=3=5 m2 1.766 72,

Beo& / - 200 B#lok H T m#& m3 0.203 1,145,

Pi# PC di#. 4K A mN 5.400

Pi# PC di#. 1K A mN 1.200

#li#& #&#", d#l#m $d 1 m m3 3.375 60,

B# /e!ikil !#& m3 1.050 178,

Pi# PC di#. 4K A e!lo#& mN 9.000

?!#& #&#" kem#li m3 1.125 20,

?)IT (ei#&k P#$. B## k#. 3,00 m3 : 'eme$#k. 2 M 1,5 M 1 m : 'eme$#&

#li#& #&#", d#l#m $d 1 m 3 m3 3.000 60,

P#$. ?!#& #$i! m3 0.300 198,

P#$. #&#i ke!+# eo& mk 1=3=5 m2 3.000 72,

P#$. Di&di& # ## #d 1=2 m2 10.500 133,

P#$. Ple$e! #i#& #d. 1=2 m2 12.000 60,

Beo& / - 200 B#lok H T m#& m3 0.360 1,145,

Pi# PC di#. 4K A mN 5.400

Pi# PC di#. 1K A mN 1.200

#li#& #&#", d#l#m $d 1 m m3 3.375 60,

B# /e!ikil !#& m3 1.050 178,

Pi# PC di#. 4K A e!o!#ed mN 9.000

?!#& #&#" kem#li m3 1.125 20,

?)IT (ei#&k P#$. B## : 'eme$#& k#. 6,00 m3 k. 2 M 1,5 M 2 m : 'eme$#&

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

#li#& #&#", d#l#m $d 1 m 6 m3 6.000 60,P#$. ?!#& #$i! m3 0.300 198,

P#$. #&#i ke!+# eo& mk 1=3=5 m2 3.000 72,

P#$. Di&di& # ## #d 1=2 m2 17.000 133,

P#$. Ple$e! #i#& #d. 1=2 m2 20.000 60,

Beo& / - 200 B#lok H T m#& m3 0.360 1,145,

Pi# PC di#. 4K A mN 5.400

Pi# PC di#. 1K A mN 1.200

#li#& #&#", d#l#m $d 1 m m3 3.375 60,

B# /e!ikil !#& m3 1.050 178,

Pi# PC di#. 4K A e!lo#& mN 9.000

?!#& #&#" kem#li m3 1.125 20,

PEKER(AAN ELEKTRIKAL

TT/ TT/ P#$. Bo P#&el

Bo #&el PC i$i 4 *CB e!#& " 1.000 48,

*CB 6 A " 2.000 49,

*CB 4 A " 2.000 55,

/#el )* 3 2,5 mm2 m 6.000 9,

Peke!+# o!"! 0.500 70,

Tk#& i$!ik o!"! 1.000 85,

/e#l# Tk#& i$!ik o!"! 1.000 90,

*#&do! o!"! 0.000 100,

TT/ TT/ P#$. I&$#l#$i $o ko&#k

/#el )* 3 2,5 mm2 m 6.000 9,

I$ol#$i " 0.500 9,

/lem " 3.000

Peke!+# o!"! 0.050 70,

Tk#& i$!ik o!"! 0.020 85,

/e#l# Tk#& i$!ik o!"! 0.100 90,

*#&do! o!"! 0.100 100,

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

TT/ TT/ P#$. I&$#l#$i l#m

/#el )* 2 2,5 mm2 m 6.000 11,

I$ol#$i " 0.500 9,

/lem " 3.000

Peke!+# o!"! 0.050 70,

Tk#& i$!ik o!"! 0.020 85,

/e#l# Tk#& i$!ik o!"! 0.100 90,

*#&do! o!"! 0.100 100,

TT/ TT/ P#$. I&$#l#$i #&e&# T

'EFJ m 10.000

I$ol#$i " 0.500 9,

/lem " 3.000

Peke!+# o!"! 0.050 70,

Tk#& i$!ik o!"! 0.020 85,

/e#l# Tk#& i$!ik o!"! 0.100 90,

*#&do! o!"! 0.100 100,

TT/ TT/ P#$. I&$#l#$i ele"o&e

/#el ele"o&e 4 0.5 mm m 10.000 9,

I$ol#$i " 0.500 9,

/lem " 3.000

Peke!+# o!"! 0.050 70,

Tk#& i$!ik o!"! 0.020 85,

/e#l# Tk#& i$!ik o!"! 0.100 90,

*#&do! o!"! 0.100 100,

B B P#$. (#kl#! e&kel

(#kl#! &#l " 1.000 19,

*#&kok i$!ik " 1.000 1,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

Tk#& i$!ik o!"! 0.100 85,

7/17/2019 HSBGN LAMONGAN 2015

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Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

/e#l# Tk#& i$!ik o!"! 0.050 90,*#&do! o!"! 0.025 100,

B B P#$. (#kl#! dole

(#kl#! #&d# " 1.000 23,

*#&kok i$!ik " 1.000 1,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

Tk#& i$!ik o!"! 0.100 85,

/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

B B P#$. (o ko&#k

(o ko&#k " 1.000 17,

*#&kok i$!ik " 1.000 1,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

Tk#& i$!ik o!"! 0.100 85,

/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

B B P#$. Ole T

Ole T " 1.000 41,

*#&kok i$!ik " 1.000 1,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

Tk#& i$!ik o!"! 0.100 85,

/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

B B P#$. Ole ele"o&e

Ole Tele"o&e " 1.000 54,

*#&kok i$!ik " 1.000 1,

I$ol#$i " 0.250 9,

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

Peke!+# o!"! 0.100 70,Tk#& i$!ik o!"! 0.100 85,

/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

B B P#$. Ole e"#$e#&

Ole e"#$e#& " 1.000 1,

*#&kok i$!ik " 1.000 1,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

Tk#& i$!ik o!"! 0.100 85,

/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

B B P#$. Do;& li" H PC 13

Do;& li" PC 13 e " 1.000 116,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

Tk#& i$!ik o!"! 0.100 85,

/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

B B P#$. Fii& l#o&d : #m (

Fii& l#o&d : l#m ( e " 1.000 49,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

Tk#& i$!ik o!"! 0.100 85,

/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

B B P#$. #m T 2 18 ;# !ille

#m T 2 18 ;# !ille e " 1.000 295,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

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ANALISA HARSA SATUAN

Berdasarkan SNI "##$ % "##&

URAIAN SATUAN KOE'ISIENSUMBER DATA UNIT

enu

HARGA UDAN MATERIA

Tk#& i$!ik o!"! 0.100 85,/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

B B P#$. #m T 2 36 ;# !ille

#m T 2 36 ;# !ille e " 1.000 455,

I$ol#$i " 0.250 9,

Peke!+# o!"! 0.100 70,

Tk#& i$!ik o!"! 0.100 85,

/e#l# Tk#& i$!ik o!"! 0.050 90,

*#&do! o!"! 0.025 100,

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SPESIFIKASI BG BERTINGKAT

TABEL A2

SPESI'IKASI TEKNIS BANGUNAN GEDUNG NEGARA

NO+ URAIAN

GE

BERTINGKAT

TIDAK SEDERHANA SEDERHANA

A+ PERS>ARATAN TATA BANGUNAN DAN LINGKUNGAN

1. @#!#k A&#! B#&&#&mi&im

di"i& e!d#$#!k#& e!im#&#& ke$el#m##&, ke$e"##& d#& ke&#m#&#&

2. /ei&i#& B#&&#&

m#k$imm 8 l#&#i mi&im#l 2 l#&#i

3. /ei&i#& #&i-l#&i mi&im#

4. /oei$ie& D#$#! B#&&#&

(e$#i kee&#& Pe5. /oei$ie& #&#i B#&&#&

6. /oei$ie& D#$#! i+#

7. #!i$ (em#d#&

8. +d A!$iek!$e$#i &$i d#& k#id#" #!$iek! $e$#i &$i d#& k#id#" #!$iek! $ede!"#

9. P##! #l#m#& *e&&#k#& di&di& # ## ##ko le$e! de&#& komi&#$i e$i, #+#, k#

- de#& i&i

- $#mi& i&

- el#k#& i&

10. T#&do& Ai! Be!$i" 'e$e!oi! k

11. /ele&k##& (#!#&# d#& P!#$#!#&# i&k&#&

- #!ki! ke&d#!##& mi&im#l 1 #!ki! ke&d#!##&

- #k$e$iili#$ e!$edi# $#!#&# #k$e$i

- d!#i&#$e e!$edi# d!#i&#$e

- em#&#& $#m#" e$edi# em# em

- em#&#& lim#" e!$edi# $#!#&# e&ol#"#& lim#

- e&e!#&#& "#l#m#& e$edi# e&

menu

HSBGN

Model

kei&i#& >8 l#&#i "#!$ me&d##!ekome&d#$i *e&e!i Peke!+##& ?mm

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N/ Uraian Peker:aan Ke)erangan ?/*ueSa)uan

A PEKER(AAN SRUKTUR

A+2 Peker:aan P/ndasi

1 P#$. ?!#& #&#" Pe&i&i#& l#&#i m3 824.72

2 #li#& #&#", d#l#m $d 1 m m3 58.723 P#$. ?!#& #$i! . 10 m Po&d#$i m3 11.81

4 A#&$#mi& # k#li . 15 m m3 96.90

5 P#$. o&d#$i # k#li 1=4 m3 14.14

6 P#$. #&#i ke!+# eo& mk 1=3=5 . 5 m m3 5.91

7 Beki$i& $loo eo& m2 66.00

8 Tl#&#& e$i eo& ?-39 Be$i eo& di# 19 k 1,856.61

9 Tl#&#& e$i eo& ?-39 Be$i eo& di# 13 k 755.47

0 Tl#&#& e$i eo& ?-24 Be$i eo& 10 k 135.52

10 Beo& / - 250 m3 39.46

12 Beki$i& $loo eo& m2 118.30

13Tl#&#& e$i eo& ?-39

Be$i eo& di# 16 k 1,832.2114 Tl#&#& e$i eo& ?-24 Be$i eo& di# 10 k 826.06

15 Beo& / - 225 m3 21.13

A+" PEKER(AAN STRUKTUR

A+"+2 LANTAI DASAR

Peker:aan K/*/

1 Beki$i& kolom eo& m2 133.20

2 Tl#&#& e$i eo& ?-39 Be$i eo& di# 16 k 1,121.76

3Tl#&#& e$i eo& ?-39

Be$i eo& di# 13 k 153.564 Tl#&#& e$i eo& ?-24 Be$i eo& di# 10 k 591.85

5 Beo& / - 250 m3 10.37

Peker:aan Ba*/k B/rdes

1 Beki$i& #lok eo& m2 3.90

2 Tl#&#& e$i eo& ?-39 Be$i eo& di# 13 k 11.90

3 Tl#&#& e$i eo& ?-24 Be$i eo& di# 10 k 18.48

4 Beo& / - 250 m3 0.36

Peker:aan Tangga

1 Beki$i& eo& l# l#&#i m2 24.16

2 Tl#&#& e$i eo& ?-39 Be$i eo& di# 13 k 202.67

3 Tl#&#& e$i eo& ?-24 Be$i eo& di# 10 k 186.14

4 Beo& / - 250 m3 3.86

Peker:aan Ba*/k

1 Beki$i& #lok eo& m2 198.49

2 Tl#&#& e$i eo& ?-39 Be$i eo& di# 19 k 259.56

3 Tl#&#& e$i eo& ?-39 Be$i eo& di# 16 k 2,604.10

4 Tl#&#& e$i eo& ?-39 Be$i eo& di# 13 k 101.66

5 Tl#&#& e$i eo& ?-24 Be$i eo& di# 10 k 1,050.53

6 Beo& / - 250 m3 26.40

Peker:aan P*a) *an)ai

1 Beki$i& eo& l# l#&#i m2 14.10

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N/ Uraian Peker:aan Ke)erangan ?/*ueSa)uan

2 Tl#&#& e$i eo& ?-39 Be$i eo& di# 13 k 9,334.12

3 Beo& / - 250 m3 62.96

A+"+" LANTAI ATAS

Peker:aan K/*/1 Beki$i& kolom eo& m2 131.60

2 Tl#&#& e$i eo& ?-39 Be$i eo& di# 16 k 942.28

3 Tl#&#& e$i eo& ?-39 Be$i eo& di# 13 k 144.83

4 Tl#&#& e$i eo& ?-24 Be$i eo& di# 10 k 678.96

5 Beo& / - 250 m3 11.20

Peker:aan Ring-a*k

1 Beo& / - 250 m3 11.81

2 Tl#&#& e$i eo& ?-39 Be$i eo& di# 16 k 1,101.19

3 Tl#&#& e$i eo& ?-39 Be$i eo& di# 13 k 257.52

4Tl#&#& e$i eo& ?-24

Be$i eo& di# 10 k 665.285 Beki$i& P!#ki$ eo& m2 148.36

Peker:aan P*a) *an)ai

1 Beo& / - 250 m3 51.85

2 Tl#&#& e$i eo& ?-24 Be$i eo& di# 10 k 4,666.41

3 Beki$i& eo& l# l#&#i m2 344.00

B PEKER(AAN ARSITEKTUR

B+2 Peker:aan Lan)ai

B+2+2 Peker:aan Lan)ai @Lan)ai dasar

1 P#$. ?!#& #$i! . 10 m Pe&e#l#& l#&#i m3 43.88

2 P#$. #&#i ke!+# eo& mk 1=3=5 . 5 m #&#i #&&#& m3 21.94

3 P#$. #&#i !#&i ile 400400 e !#&io l#&#i Toile m2 17.00

4 P#$. #&#i !#&i ile 400400 e !#&io m2 470.71

5 P#$. #&#i !#&i ile 400400 e !#&io l#&#i #&# m2 26.61

B+2+" Peker:aan Lan)ai@ Lan)ai A)as

1 P#$. #&#i !#&i Tile 400400 e !#&io l#&#i Toile m2 18.45

2 P#$. #&#i !#&i Tile 400400 e !#&io m2 350.55

3 P#$. Pli& !#&ieile 100400 e !#&io m2 272.10

B+" Peker:aan Dinding

B"+2 Peker:aan Dinding Lan)ai Dasar

1 P#$. Di&di& ## eo& !i&#& #d 1=3 B## eo& !i&#& e Celo& m2 34.95

2 P#$. Di&di& ## eo& !i&#& #d 1=4 B## eo& !i&#& e Celo& m2 455.44

3 P#$. Ple$e! #i#& #d. 1=4 . 15 mm Pe&e#l#& di&di& m2 63.72

4 P#$. Ple$e! #i#& #d. 1=4 . 15 mm I&e!io! m2 870.37

5 P#$. Di&di& /e!#mik 300300 m 16.00

6 P#$. Di&di& !#&i Tile 400 400 e !#&io m2 50.10

7 P#$. Di&di& #!i$i $mo#!d '#&k# /# m2 66.00

B"+" Peker:aan Dinding Lan)ai a)as

1 P#$. Di&di& # ## #d 1=2 B# ## me!#" m2 49.84

2 P#$. Di&di& # ## #d 1=4 B# ## me!#" m2 666.12

3 P#$. Ple$e! #i#& #d. 1=4 . 15 mm Pe&e#l#& di&di& m2 61.37

4 P#$. Ple$e! #i#& #d. 1=4 . 15 mm I&e!io! m2 1,246.55

5 P#$. Di&di& /e!#mik 300300 m 29.00

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N/ Uraian Peker:aan Ke)erangan ?/*ueSa)uan

6 P#$. Di&di& !#&i Tile 400 400 e !#&io m2 56.70

7 P#$. Di&di& #!i$i $mo#!d '#&k# *e#l F!i& m2 62.90

B+5 Peker:aan P*af/nd

B+5+2 Peker:aan P*af/nd Lan)ai Dasar1 P#$. '#&k# Pl#o&d *e#l !i& *e#l !i& m2 342.90

2 P#$. Pe& Pl#o&d $mo#!d . 9 mm e @##o#!d m2 342.90

B+5+" Peker:aan P*af/nd Lan)ai A)as

1 P#$. '#&k# Pl#o&d *e#l !i& *e#l !i& m2 489.00

2 P#$. Pe& Pl#o&d $mo#!d . 9 mm e @##o#!d m2 489.00

B+3 Peker:aan A)ap

1 '#&k# ## #+# !i&#& e (m#!!$$ m2 606.98

2 Pe& ## e&e& /e!#mik l#<! e /#&m!i m2 606.98

3 B&#& e&e& /e!#mik l#<! e /#&m!i m 112.00

4P#$. T#l#& $e& l# (e& +l$ 35

m 46.005 P#$. i$l#&k /# 320 mm /# k#me! med#& m 123.50

B+9 Peker:aan Kusen

B+9+2 Peker:aan Kusen *an)ai dasar

1 /$e& i& P1 A &i 9.00

2 /$e& i& P 1 B &i 6.00

3 /$e& i& P 2 A &i 2.00

4 /$e& i& P @ 1 &i 1.00

5 /$e& Pi& +e&del# @ 1 A &i 8.00

6 /$e& Pi& +e&del# @ 2 A &i 10.00

7 /$e& Pi& +e&del# @ 3 A &i 4.008 /$e& Pi& +e&del# @ 4 A &i 2.00

9 /$e& Pi& +e&del# @ 5 A &i 1.00

B+9+" Peker:aan Kusen *an)ai a)as

1 /$e& i& P 1 A &i 9.00

2 /$e& i& P 1 B &i 4.00

3 /$e& i& P 2 A &i 1.00

4 /$e& Pi& +e&del# @ 1 A &i 6.00

5 /$e& Pi& +e&del# @ 1 C &i 2.00

6 /$e& Pi& +e&del# @ 2 B &i 12.00

7 /$e& Pi& +e&del# @ 3 A &i 2.00

8 /$e& Pi& +e&del# @ 3 B &i 2.00

9 /$e& Pi& +e&del# @ 5 A &i 2.00

C+ PEKER(AAN UTILITAS

C+2 Peker:aan P*u-ing

C+2+" Peker:aan Sani)ar1@ Lan)ai dasar

1 P#$. /lo$e Ddk /e!#mik TOTO C 660 @ ( 660 @ &i 4.00

2 P#$. ?!i&oi! /e!#mik TOTO ? 57 * mi 2.00

3 P#$. Floo! D!#i& TOTO TM 1 B) " 7.00

4 P#$. /!#& di&di& TOTO T 23 B 13 " 4.00

5 P#$. *e+# P#&! k. 600 1500 mm Beo& e!l#& : ke!#mik 200200 &i 1.00

C+2+" Peker:aan Sani)ar1@ Lan)ai a)as

1 P#$. /lo$e Ddk /e!#mik TOTO C 660 @ ( 660 @ &i 2.00

2 P#$. /lo$e @o&kok /e!#mik TOTO CE 7 " 2.00

3 P#$. Floo! D!#i& TOTO TM 1 B) " 6.00

4 P#$. /!#& di&di& TOTO T 23 B 13 " 10.00

C+2+5 SUMUR DALAM

/$e&, Pi& H @e&del# Alm. PC /## .6mm I!o&mo&e!ie$ e CI(A

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N/ Uraian Peker:aan Ke)erangan ?/*ueSa)uan

1 Pe&eo!#& $m! mN 36.00

2 Pi# PC di#. 3K C#$i& e #i& mN 28.00

3 Pi# PC di#. 2K C#$i& e #i& mN 8.00

4 Pi# PC di#. 34K e #i& mN 64.00

5 /le di#mee! 34K " 1.006 (o k!#& di#. 1K " 1.00

7 *e$i& @e Pm k#.250 ;# !o&do$ mN 1.00

C+2+3 TANKI AIR

1 Pi# PC di#. 1K (#!i& #m e #i& mN 12.00

2 Pi# PC di#. 1K I&$. d om# ke #&ki #i! e #i& mN 8.00

3 Pi# PC di#. 34K e #i& mN 4.00

4 T#&ki #i! 1000 lie! Eel " 1.00

5 Ddk#& #&ki #i! Be$i $ik " 1.00

6 (o k!#& di#. 1K e O&d# " 2.00

7 (o k!#& di#. 1K e O&d# " 1.00

8(o k!#& di#. 1K e O&d# " 1.00

C+2+9 BAK PENAMPUNGAN AIR RESER?OIR

1 #li#& #&#", d#l#m $d 1 m m3 5.63

2 P#$. ?!#& #$i! . 10 m m3 0.12

3 P#$. #&#i ke!+# eo& mk 1=3=5 . 5 m m2 3.75

4 Beki$i& eo& l# l#&#i m2 21.00

5 Tl#&#& e$i eo& ?-24 k 315.00

6 Beo& / - 200 m3 2.10

C+2+= Ins)a*asi Air Bersi!@ Lan)ai dasar

1 Pi# PC di#. 2K e #i& m 45.00

2 Pi# PC di#. 1K e #i& m 37.00

3Pi# PC di#. 34K e #i&

m 10.00

C+2+$ Ins)a*asi Air K/)/r . air -ekas@ Lan)ai dasar

1 Pi# PC di#. 3K Ai! koo! e #i& m 6.00

2 Pi# PC di#. 4K Ai! koo! e #i& m 12.00

3 Pi# PC di#. 3K Ai! "+#& e #i& m 48.00

4 Pi# PC di#. 4K Ai! "+#& e #i& m 75.00

C+2+& Ins)a*asi Air Bersi!@ *an)ai a)as

1 Pi# PC di#. 1K e #i& m 45.00

2 Pi# PC di#. 34K e #i& m 28.00

C+2+8 Ins)a*asi Air K/)/r . air -ekas@ *an)ai a)as

1 Pi# PC di#. 3K Ai! koo! e #i& m 3.00

2 Pi# PC di#. 4K Ai! koo! e #i& m 45.00

3 Pi# PC di#. 3K Ai! "+#& e #i& m 28.00

C+2+2# Peker:aan Sep)i7)ank

1 (ei#&k P#$. B## : 'eme$#& k#. 6,00 m3 &i 2.00

C+" Peker:aan E*ek)rika*

C+"+2 Peker:aan E*ek)rika*@ *an)ai dasar

1 P#$. Bo P#&el &i 1.00

2 P#$. I&$#l#$i l#m e B!oo k 43.00

3 P#$. I&$#l#$i $o ko&#k e B!oo k 14.00

4 P#$. (#kl#! e&kel e B!oo k 43.00

5 P#$. (o ko&#k e B!oo k 14.00

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N/ Uraian Peker:aan Ke)erangan ?/*ueSa)uan

6 P#$. #m T 2 36 ;# !ille e P#&#$o&i " 13.00

7 P#$. Do;& li" H PC 13 e P#&#$o&i " 24.00

C+"+" Peker:aan E*ek)rika*@ *an)ai a)as

1 P#$. Bo P#&el m 1.002 P#$. I&$#l#$i l#m e B!oo k 30.00

3 P#$. I&$#l#$i $o ko&#k e B!oo k 15.00

4 P#$. (#kl#! e&kel e B!oo k 30.00

5 P#$. (o ko&#k e B!oo k 75.00

6 P#$. #m T 2 36 ;# !ille e P#&#$o&i " 18.00

7 P#$. Do;& li" H PC 13 e P#&#$o&i " 27.00

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Harga Sa)uan (u*a

Rp+

84,000 69,276,060

60,500 3,552,705198,400 2,344,040

536,400 51,977,160

879,600 12,440,623

72,900 430,647

256,500 16,929,000

11,800 21,907,998

11,800 8,914,517

11,300 1,531,376

1,187,900 46,869,782

256,500 30,343,950

11,800 21,620,05411,300 9,334,433

1,171,400 24,745,825

(u*a! A+2 ++++ Rp

481,900 64,189,080

11,800 13,236,768

11,800 1,812,02711,300 6,687,937

1,187,900 12,318,523

510,600 1,991,340

11,800 140,467

11,300 208,824

1,187,900 427,644

556,700 13,448,480

11,800 2,391,454

11,300 2,103,345

1,187,900 4,582,235

510,600 101,346,441

11,800 3,062,808

11,800 30,728,355

11,800 1,199,583

11,300 11,870,948

1,187,900 31,360,560

556,700 7,849,470

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Harga Sa)uan (u*a

Rp+

11,800 110,142,673

1,187,900 74,793,154

481,900 69,125,664

11,800 12,119,585

11,800 1,862,829

11,300 8,362,691

1,187,900 14,501,883

1,187,900 15,285,487

11,800 14,163,562

11,800 3,312,263

11,300 8,194,25473,200 11,837,547

1,187,900 67,134,656

11,300 57,476,172

556,700 208,738,715

(u*a! A+" ++++ Rp

198,400 8,704,800

72,900 1,599,244

398,500 6,774,500

398,500 187,577,935

398,500 10,604,085

398,500 8,014,034

398,500 152,266,651

67,600 20,049,416

(u*a! B+2 ++++ Rp

354,500 12,389,775

356,600 162,408,834

55,200 3,517,344

55,200 48,044,645

237,700 3,803,200

489,600 24,528,960

342,000 22,572,000

133,600 7,257,900

123,400 89,597,675

55,200 3,692,510

55,200 75,002,300

237,700 7,513,697

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Harga Sa)uan (u*a

Rp+

489,600 30,258,749

254,100 17,421,350

(u*a! B+" ++++ Rp

85,600 29,352,240

36,400 12,481,560

85,600 45,625,656

36,400 19,401,564

(u*a! B+5 ++++ Rp

191,800 126,895,407

167,400 110,752,300

180,000 21,974,400

93,200 4,673,048132,700 17,863,411

(u*a! B+3 ++++ Rp

2,690,000 24,210,000

338,000 2,028,000

3,948,000 7,896,000

7,030,200 7,030,200

1,306,800 10,454,400

3,382,700 33,827,000

4,950,700 19,802,8002,948,200 5,896,400

9,249,800 9,249,800

2,690,000 26,388,900

338,000 1,473,680

3,948,000 4,303,320

1,306,800 8,546,472

3,382,700 7,374,286

4,950,700 64,755,156

2,948,200 6,427,076

3,817,900 8,323,022

9,249,800 20,164,564

(u*a! B+9 ++++ Rp

1,810,600 7,242,400

2,789,600 5,579,200

240,200 1,681,400

88,600 354,400

1,090,400 1,090,400

1,810,600 3,947,108

273,200 595,576

240,200 1,570,908

88,600 965,740

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RAB BG BERTINGKAT SEDERHANA 127/296

Harga Sa)uan (u*a

Rp+

75,000 2,700,000

92,200 2,581,600

58,100 464,800

22,000 1,408,000

32,200 32,20063,400 63,400

1,040,600 1,040,600

25,400 304,800

25,400 203,200

22,000 88,000

1,659,400 1,659,400

921,800 921,800

63,400 126,800

63,400 63,400

60,500 340,615

198,400 23,808

72,900 273,375

556,700 11,690,700

11,300 3,559,500

1,145,400 2,405,340

58,100 2,614,500

25,400 939,800

22,000 220,000

92,200 553,200

138,300 1,659,600

92,200 4,425,600

138,300 10,372,500

25,400 1,245,870

22,000 671,440

92,200 301,494

138,300 6,783,615

92,200 2,813,944

5,439,000 10,878,000

(u*a! C+2 ++++ Rp

575,100 575,100

108,200 4,652,600

93,700 1,311,800

49,400 2,124,200

47,200 660,800

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RAB BG BERTINGKAT SEDERHANA 128/296

Harga Sa)uan (u*a

Rp+

527,900 6,862,700

155,000 3,720,000

575,100 626,859108,200 3,538,140

93,700 1,531,995

49,400 1,615,380

47,200 3,858,600

527,900 10,357,398

155,000 4,561,650

(u*a! C+" ++++ Rp

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ANALISA HARGA SATUAN KUSEN

BANGUNAN GEDUNG BETINGKAT TIDAK SEDERHANA

NO ITEM PEKER(AAN PAN(ANG LEBAR LEBAR

a)as -a0a!

PINTU . KUSEN

2 P 2 A

/$e& #lm&im 3K PC 2.52

1.00

'#&k# i& #lm&im 4K PC 2.40

0.90

/## 8 mm 2.40 0.90

E&$el 4K

#&dle i& e 'E 75.01 e CI(A

(eli&de! CI(A e 08510 e CI(A

Doo! (oe!

Doo! lo$e!

(lo T#&#m i& dole 1.00

" P 2 B

/$e& H Pi& PC oile 1.00

5 P 2 C

/$e& H Pi& PC oile 1.00

3 P " A

/$e& #lm&im 3K PC 2.52

1.90

Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 2.08

1.80

menu

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/## 8 mm 2.40 1.80

E&$el 4K

#&dle i& e 'E 75.01 e CI(A

(eli&de! CI(A e 08510 e CI(A

Doo! (oe!

Doo! lo$e!

(lo #&#m 1.00

9 P ( 2

Alm&im $#&d#! 3K PC 3.20

0.65

2.30

2.52

0.50

Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 2.40

0.40

0.65

0.90

/## 8 mm 2.40 1.80

0.60 2.30

E&$el i&

#&dle i& e 'E 75.01 e CI(A(eli&de! CI(A e 08510 e CI(A

Doo! (oe!

Doo! lo$e!

(lo #&#m 1.00

6 ( 2 A

Alm&im $#&d#! 3K PC 0.62

0.45

Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 0.60

0.45

/## 8 mm 0.62 0.45

!e&del 2.00

/#i #&i& 2.00

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$ ( 2 B

Alm&im $#&d#! 3K PC 1.62

0.62

Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 1.60

0.60

/## 8 mm 1.60 0.60

!e&del 2.00

/#i #&i& 2.00

& ( 2 CAlm&im $#&d#! 3K PC 1.67

0.62

Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 1.67

0.60

/## 8 mm 1.60 0.60

!e&del 2.00

/#i #&i& 2.00

9 ( " A

Alm&im $#&d#! 3K PC 1.67

1.35

Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 1.67

1.35

/## 8 mm 1.60 1.30

!e&del 4.00

/#i #&i& 4.00

2# ( " B

Alm&im $#&d#! 3K PC 1.60

1.35

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Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 1.60

1.35

/## 8 mm 1.60 1.30

!e&del 4.00

/#i #&i& 4.00

22 ( 5 A

Alm&im $#&d#! 3K PC 1.67

2.00

Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 1.67

2.00

/## 8 mm 1.60 1.90

!e&del 6.00

/#i #&i& 6.00

2" ( 5 B

Alm&im $#&d#! 3K PC 1.90

2.00

Alm&im $#&d#! 3K PC !#&k# d#& +e&del# 0.43

0.61

/## 8 mm 1.80 1.90

!e&del 6.00

/#i #&i& 6.00

25 ( 3 A

Alm&im $#&d#! 3K PC 1.67

3.40

/## 8 mm 1.60 3.40

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23 ( 9 A

Alm&im $#&d#! 3K PC 1.90

4.52

Alm&im $#&d#! 3K !#&k# d#& +e&del# 0.43

0.60

/## 8 mm 1.90 4.50

!e&del 10.00

/#i #&i& 10.00

ANALISA HARGA SATUAN KUSEN

BANGUNAN GEDUNG BETINGKAT SEDERHANA

NO ITEM PEKER(AAN PAN(ANG LEBAR LEBAR

a)as -a0a!

2 P 2 A

/$e& #lm&im 3K CA 2.52

1.00

F!#me i& #lm&im 4K CA 2.40

0.90

/## 8 mm 2.40 0.90

E&$el 4K

#&dle i& e 'E 75.01 e CI(A

(eli&de! CI(A e 08510 e CI(A

Doo! (oe!

Doo! lo$e!

(lo e&&i 1.00

" P 2 B

/$e& H Pi& PC oile 1.00

5 P 2 C

/$e& H Pi& PC oile 1.00

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3 P " A

Alm&im $#&d#! 3K CA 2.52

1.90

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 2.08

1.80

/## 8 mm 2.40 1.80

E&$el 4K

#&dle i& e 'E 75.01 e CI(A

(eli&de! CI(A e 08510 e CI(A

Doo! (oe!

Doo! lo$e!(lo e&&i 1.00

9 P ( 2

Alm&im $#&d#! 3K CA 3.20

0.65

2.30

2.52

0.50

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 2.40

0.40

0.65

0.90

/## 8 mm 2.40 1.80

0.60 2.30

E&$el 4K

#&dle i& e 'E 75.01 e CI(A

(eli&de! CI(A e 08510 e CI(A

(lo e&&i 1.00

6 ( 2 A

Alm&im $#&d#! 3K CA 0.62

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0.45

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 0.60

0.45

/## 8 mm 0.62 0.45

!e&del 2.00

/#i #&i& 2.00

$ ( 2 B

Alm&im $#&d#! 3K CA 1.62

0.62

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 1.600.60

/## 8 mm 1.60 0.60

!e&del 2.00

/#i #&i& 2.00

& ( 2 C

Alm&im $#&d#! 3K CA 1.67

0.62

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 1.67

0.60

/## 8 mm 1.60 0.60

!e&del 2.00

/#i #&i& 2.00

9 ( " A

Alm&im $#&d#! 3K CA 1.67

1.35

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 1.67

1.35

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/## 8 mm 1.60 1.30

!e&del 4.00

/#i #&i& 4.00

2# ( " B

Alm&im $#&d#! 3K CA 1.60

1.35

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 1.60

1.35

/## 8 mm 1.60 1.30

!e&del 4.00

/#i #&i& 4.00

22 ( 5 A

Alm&im $#&d#! 3K CA 1.67

2.00

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 1.67

2.00

/## 8 mm 1.60 1.90!e&del 6.00

/#i #&i& 6.00

2" ( 5 B

Alm&im $#&d#! 3K CA 1.90

2.00

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 0.43

0.61

/## 8 mm 1.80 1.90

!e&del 6.00

/#i #&i& 6.00

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25 ( 3 A

Alm&im $#&d#! 3K CA 1.67

3.40

/## 8 mm 1.60 3.40

23 ( 9 A

Alm&im $#&d#! 3K CA 1.90

4.52

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 0.43

0.60

/## 8 mm 1.90 4.50!e&del 10.00

/#i #&i& 10.00

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TINGGI (ML ?OLUME SAT HARGA (UMLAH

BERAT SATUAN HARGA

2.00 5.04

2.00 2.00

7.04 m1 102,800 723,712

2.00 4.80

4.00 3.60

8.40 m1 141,500 1,188,600

1.00 2.16 m2 191,400 413,424

3.00 " 34,400 103,200

1.00 " 409,200 409,200

1.00 " 162,800 162,800

1.00 " 82,900 82,900

1.00 " 241,300 241,300

1.00 $e 88,600 88,600

:u*a! "@=8#@#"3

di -u*a)kan "@=8#@###

1.00 1.00 &i 338,000 338,000

:u*a! 55&@###

di -u*a)kan 55&@###

1.00 1.00 &i 338,000 338,000

:u*a! 55&@###

di -u*a)kan 55&@###

-

2.00 5.04

2.00 3.80

8.84 m1 102,800 908,752

2.00 4.16

2.00 3.60

7.76 m1 144,900 1,124,424

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1.00 4.32 m2 191,400 826,848

3.00 $e 34,400 103,200

1.00 " 409,200 409,200

1.00 " 162,800 162,800

1.00 " 82,900 82,900

1.00 " 241,300 241,300

1.00 $e 88,600 88,600

:u*a! 5@83&@#"3

di -u*a)kan 5@83&@###

2.00 6.40

2.00 1.30

2.00 4.60

2.00 5.04

1.00 0.5017.84 m1 102,800 1,833,952

4.00 9.60

8.00 3.20

4.00 2.60

4.00 3.60

19.00 m1 144,900 2,753,100

1.00 4.32 m2 191,400 826,848

2.00 2.76 m2 191,400 528,264

3.00 $e 34,400 103,200

1.00 " 409,200 409,2001.00 " 162,800 162,800

1.00 " 82,900 82,900

1.00 " 241,300 241,300

1.00 $e 88,600 88,600

:u*a! $@#5#@2=3

di -u*a)kan $@#5#@"##

4.00 2.48

4.00 1.80

4.28 m1 102,800 439,984

4.00 2.40

4.00 1.80

4.20 m1 144,900 608,580

2.00 0.56 m2 191,400 106,801

2.00 $e 62,200 124,400

2.00 $e 13,500 27,000

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:u*a! 2@5#=@$=9

di -u*a)kan 2@5#=@&##

2.00 3.24

3.00 1.86

5.10 m1 102,800 524,280

2.00 3.20

4.00 2.40

5.60 m1 144,900 811,440

1.00 0.96 m2 191,400 183,744

2.00 $e 62,200 124,400

2.00 $e 13,500 27,000

:u*a! 2@=$#@&=3

di -u*a)kan 2@=$#@8##

2.00 3.34

4.00 2.48

5.82 m1 102,800 598,296

2.00 3.34

4.00 2.40

5.74 m1 144,900 831,726

1.00 0.96 m2 191,400 183,744

2.00 $e 62,200 124,400

2.00 $e 13,500 27,000

:u*a! 2@$=9@2==di -u*a)kan 2@$=9@2==

3.00 5.01

3.00 4.05

9.06 m1 102,800 931,368

4.00 6.68

4.00 5.40

12.08 m1 144,900 1,750,392

1.00 2.08 m2 191,400 398,112

4.00 $e 62,200 248,800

4.00 $e 13,500 54,000

:u*a! 5@5&"@=$"

di -u*a)kan 5@5&"@$##

3.00 4.80

4.00 5.40

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10.20 m1 102,800 1,048,560

3.00 4.80

4.00 5.40

10.20 m1 144,900 1,477,980

1.00 2.08 m2 191,400 398,112

4.00 $e 62,200 248,800

4.00 $e 13,500 54,000

:u*a! 5@""$@39"

di -u*a)kan 5@""$@9##

4.00 6.68

3.00 6.00

12.68 m1 102,800 1,303,504

6.00 10.02

4.00 8.0018.02 m1 144,900 2,611,098

1.00 3.04 m2 191,400 581,856

6.00 $e 62,200 373,200

6.00 $e 13,500 81,000

:u*a! 3@89#@=9&

di -u*a)kan 3@89#@$##

4.00 7.60

5.00 10.0017.60 m1 102,800 1,809,280

6.00 2.55

6.00 3.66

6.21 m1 144,900 899,829

1.00 3.42 m2 191,400 654,588

6.00 $e 62,200 373,200

6.00 $e 13,500 81,000

:u*a! 5@&2$@&8$

di -u*a)kan 5@&2$@8##

5.00 8.35

3.00 10.20

18.55 m1 102,800 1,906,940

1.00 5.44 m2 191,400 1,041,216

:u*a! "@83&@29=

di -u*a)kan "@83&@"##

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8.00 15.20

5.00 22.60

37.80 m1 102,800 3,885,840

20.00 8.50

20.00 12.00

20.50 m1 144,900 2,970,450

1.00 8.55 m2 191,400 1,636,470

10.00 $e 62,200 622,000

10.00 $e 13,500 135,000

:u*a! 8@"38@$=#

di -u*a)kan 8@"38@&##

TINGGI (ML ?OLUME SAT HARGA (UMLAH

BERAT SATUAN HARGA

2.00 5.04

2.00 2.00

7.04 m1 102,800 723,712

2.00 4.80

4.00 3.60

8.40 m1 141,500 1,188,6001.00 2.16 m2 191,400 413,424

3.00 " 34,400 103,200

1.00 " 409,200 409,200

1.00 " 162,800 162,800

1.00 " 82,900 82,900

1.00 " 241,300 241,300

1.00 $e 88,600 88,600

:u*a! 5@325@$5=

di -u*a)kan 5@325@$##

1.00 1.00 &i 338,000 338,000

:u*a! 55&@###

di -u*a)kan 55&@###

1.00 1.00 &i 338,000 338,000

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:u*a! 55&@###

di -u*a)kan 55&@###

-

2.00 5.04

2.00 3.80

8.84 m1 102,800 908,752

2.00 4.16

2.00 3.60

7.76 m1 114,900 891,624

1.00 4.32 m2 191,400 826,848

3.00 " 34,400 103,200

1.00 " 409,200 409,200

1.00 " 162,800 162,800

1.00 " 82,900 82,900

1.00 " -1.00 $e 88,600 88,600

:u*a! 5@3$5@8"3

di -u*a)kan 5@3$5@8##

2.00 6.40

2.00 1.30

2.00 4.60

2.00 5.04

1.00 0.5017.84 m1 102,800 1,833,952

4.00 9.60

8.00 3.20

4.00 2.60

4.00 3.60

19.00 m1 114,900 2,183,100

1.00 4.32 m2 191,400 826,848

2.00 2.76 m2 191,400 528,264

3.00 " 34,400 103,200

1.00 " 409,200 409,200

1.00 " 162,800 162,800

1.00 $e 88,600 88,600

:u*a! =@259@8=3

di -u*a)kan =@25=@###

4.00 2.48

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4.00 1.80

4.28 m1 102,800 439,984

4.00 2.40

4.00 1.80

4.20 m1 114,900 482,580

2.00 0.56 m2 191,400 106,801

2.00 $e 62,200 124,400

2.00 $e 13,500 27,000

:u*a! 2@2&#@$=9

di -u*a)kan 2@2&#@&##

2.00 3.24

3.00 1.86

5.10 m1 102,800 524,280

2.00 3.204.00 2.40

5.60 m1 84,000 470,400

1.00 0.96 m2 191,400 183,744

2.00 $e 62,200 124,400

2.00 $e 13,500 27,000

:u*a! 2@5"8@&"3

di -u*a)kan 2@5"8@&##

2.00 3.34

4.00 2.485.82 m1 102,800 598,296

2.00 3.34

4.00 2.40

5.74 m1 84,000 482,160

1.00 0.96 m2 191,400 183,744

2.00 $e 62,200 124,400

2.00 $e 13,500 27,000

:u*a! 2@329@=##

di -u*a)kan 2@329@=##

3.00 5.01

3.00 4.05

9.06 m1 102,800 931,368

4.00 6.68

4.00 5.40

12.08 m1 84,000 1,014,720

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1.00 2.08 m2 191,400 398,112

4.00 $e 62,200 248,800

4.00 $e 13,500 54,000

:u*a! "@=3$@###

di -u*a)kan "@=3$@###

3.00 4.80

4.00 5.40

10.20 m1 102,800 1,048,560

3.00 4.80

4.00 5.40

10.20 m1 84,000 856,800

1.00 2.08 m2 191,400 398,112

4.00 $e 62,200 248,800

4.00 $e 13,500 54,000

:u*a! "@=#=@"$"di -u*a)kan "@=#=@5##

4.00 6.68

3.00 6.00

12.68 m1 102,800 1,303,504

6.00 10.02

4.00 8.00

18.02 m1 84,000 1,513,680

1.00 3.04 m2 191,400 581,8566.00 $e 62,200 373,200

6.00 $e 13,500 81,000

:u*a! 5@&95@"3#

di -u*a)kan 5@&95@"##

4.00 7.60

5.00 10.00

17.60 m1 102,800 1,809,280

6.00 2.55

6.00 3.66

6.21 m1 84,000 521,640

1.00 3.42 m2 191,400 654,588

6.00 $e 62,200 373,200

6.00 $e 13,500 81,000

:u*a! 5@358@$#&

di -u*a)kan 5@358@$##

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5.00 8.35

3.00 10.20

18.55 m 102,800 1,906,940

1.00 5.44 m2 191,400 1,041,216

:u*a! "@83&@29=

di -u*a)kan "@83&@"##

8.00 15.20

5.00 22.60

37.80 m 102,800 3,885,840

20.00 8.50

20.00 12.00

20.50 m 84,000 1,722,000

1.00 8.55 m2 191,400 1,636,47010.00 $e 62,200 622,000

10.00 $e 13,500 135,000

:u*a! &@##2@52#

di -u*a)kan &@##2@5##

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

I PE/E'@AA) PE'(IAPA)

1 *oili$#$i H Demoili$#$i

2 Di!ek$i kee H d#& 5 3

3 P##& &#m# !oek

4 (ei& O d#& Pe&k!#& 32 15

5 Bo;l#&k 100

6 Peme!$i"#& l#"#& 32 15

7 P##! $eme&#!# $e& : !#&k# k#$o 50

8 Dokme& /o&!#k, oo !o!e$, A$ Bil D!#;i&, l#o!#&-l#o!#&

II PE/E'@AA) BA)?)A)

A PE/E'@AA) TA)A

1 ?!#& #&#" me!#" k#&o! 14.9 41 1.35

2 #li#& #&#" &k o&d#$i P 1 (-1001 2.04 1.2 0.75

P 2 1.42 2.04 0.75

TB 10 0.5 0.5

18 0.5 0.5

B PE/E'@AA) PO)DA(I

1 PE/E'@AA) TIA) PA)CA)

1.01 Pe&#d##& i#& #&#& 280280m280 13 m P2 13 2

P3 13 3

1.02 Pem#&#&#& i#& #&#& P2 13 2

P3 13 3

2.02 (#m&#& i#& #&#& Q 30m $lie #& 2 2

2 2

3.02 Pe&el#$#& i#& #&#& 2 2

2 2

1.03 Pemoo&#& ke#l# i#& #&#& P2 2

P3 3

2 ?!#& $i! e#l 10 m P 2 (-1001 2.04 1.2 0.1

P 3 1.42 2.04 0.1

T B1 30 0.3 0.1

12 0.3 0.1

3 #&#i ke!+# #d. 1=3=5, e#l 5 m P 2 (-1001 2.04 1.2 0.05

P 3 1.42 2.04 0.05

T B1 30 0.3 0.05

12 0.3 0.05

4 Pile#

Beo& / 250 P2 1.54 0.7 0.75

P3 1.54 0.5 0.75

0.95 0.92 0.75

enu

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

1.94 2.25

1.35 2.25

Be$i eo& di# 13 P2 3.04 0.992

2.2 0.992

P3 2.9 0.992

2.6 0.992

2.3 0.992

2 0.992

3.04 0.992

2.45 0.992

Be$i eo& 10 P2 4.48 0.616

P3 5.1 0.616

Beki$i& P2 4.48 0.6

P3 5.1 0.6

5 Po&d#$i # k#li # 8 0.6 0.15

8 0.45 0.65

3.5 0.6 0.15

3.5 0.45 0.65

3.5 0.6 0.15

3.5 0.45 0.65

4 13 0.6 0.15

13 0.45 0.65

1.075 0.6 0.15

1.075 0.45 0.65

1 0.6 0.15

1 0.45 0.65d 1 0.6 0.15

1 0.45 0.65

1.075 0.6 0.15

1.075 0.45 0.65

/olom Pede$#l

Beo& / 225 P 1 P 2 0.35 0.35 1.3

Be$i eo& di# 16 P 1 P 2 1.7 1.558

Be$i eo& di# 10 P 1 P 2 1.4 0.616

0.8 0.616

Beki$i& P 1 P 2 1.4 1.3

6 (loo TB 1

Beo& / 225 A - F 10.5 0.25 0.5

1 - 4 26.5 0.25 0.5

Be$i eo& di# 16 A - F 12.4 1.558

1 - 4 30.4 1.558

Be$i eo& di# 10 A - F 1.5 0.616

1 - 4 1.5 0.616

Beki$i& A - F 10.5 0.7

1 - 4 26.5 0.7

C PE/E'@AA) (T'?/T?'

1 A)TAI DA(A'

1.01 /olom

Beo& / 250 / 1 0.35 0.35 3.5

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

Be$i eo& di# 10 / 1 1.4 0.616

/ 1 0.8 0.616

o!de$ 0.8 0.616

Beki$i& / 1 1.4 3.5

ode$ 0.8 2

!#ki$ 0.4 3.5

1.02 Pl# l#&#i

?!#& #$i! e#l 10 m 32 14 0.1

- 14 1 0.1

13 1 0.1

6 1 0.1

dik!#&i 10.5 0.25 0.1

26.5 0.25 0.1

#&#i ke!+# #d 1=3=5, e#l 5 m 32 14 0.05

14 1 0.05

13 1 0.05

6 1 0.05

dik!#&i 10.5 0.25 0.05

26.5 0.25 0.05

Beo& / 250 32 14 0.15

14 1 0.15

dik!#&i 10.5 0.25 0.15

26.5 0.25 0.15

Be$i eo& di# 13 32 0.992

15 0.992

8 0.992

14.15 0.992

15.15 0.992

16.15 0.992

Beki$i& 32 0.15

15 0.15

1.03 B#lok o!de$

Beo& / 250 6 0.2 0.3

Be$i eo& di# 13 6 0.992

Be$i eo& di# 10 1 0.616

Beki$i& 6 0.65

1.04 T#&#

Beo& / 250 l# 3.6 1.625 0.13

o!de$ 3.35 1.675 0.13

!# 1.625 0.0225

Be$i eo& di# 13 l# 4.1 0.992

1.5 0.992

o!de$ 2.25 0.992

Be$i eo& di# 10 l# 1.625 0.616

l# 1.625 0.616

1.625 0.616

o!de$ 3.35 0.616

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

2.01 B#lok

Beo& / 250 A 4.65 0.25 0.5

2 0.25 0.5

B 4.65 0.25 0.5

C 6.55 0.25 0.5

4.65 0.25 0.5

D 6.55 0.25 0.5

4.65 0.25 0.5

6 0.25 0.5E 4.65 0.25 0.5

F 4.65 0.25 0.5

2 0.25 0.5

0 6 0.25 0.5

1 28.25 0.3 0.5

2 28.25 0.3 0.5

3 28.25 0.3 0.5

4 28.25 0.3 0.5

Be$i eo& di# 19 C 3.6 2.25

D 3.6 2.25

1 2.27 2.25

3.15 2.252 2.27 2.25

3.15 2.25

3 2.27 2.25

3.15 2.25

4 2.27 2.25

3.15 2.25

Be$i eo& di# 16 A 6.17 1.558

B 6.17 1.558

C 8.245 1.558

6.17 1.558

D 8.245 1.558

6.17 1.558

E 6.17 1.558F 6.17 1.558

3.17 1.558

0 7 1.558

1 31.17 1.558

4 1.558

2 31.17 1.558

4 1.558

3 31.17 1.558

4 1.558

4 31.17 1.558

4 1.558

Be$i eo& di# 13 A 3.17 0.992D 7.17 0.992

F 3.17 0.992

0 7 0.99

Be$i eo& di# 10 A 1.5 0.616

1.5 0.616

B 1.5 0.616

C 1.5 0.616

1.5 0.616

D 1.5 0.616

1.5 0.616

E 1.5 0.616

F 1.5 0.6161.5 0.616

0 1.5 0.616

1 1.6 0.616

2 1.6 0.616

3 1.6 0.616

4 1.6 0.616

Beki$i& A 4.65 1.1

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

0 6 1.1

1 28.25 1.15

2 28.25 1

3 28.25 1

4 28.25 1.15

2.02 /olom

Beo& / 250 0.35 0.35 3.50.13 0.2 3.5

Be$i eo& di# 16 3.15 1.558

Be$i eo& di# 13 P!#ki$ 3.65 0.992

Be$i eo& di# 10 / 1 1.4 0.616

/ 1 0.8 0.616

P!#ki$ 0.66 0.616

Beki$i& 1.4 3.5

0.4 3.5

2.03 Pl# l#&#i

Beo& / 250 1 5.75 4.7 0.15

2 2.45 4.7 0.15

- 3 6 1.82 0.15

4 30 2 0.15

5 13 1 0.15

6 3.5 1 0.15

Be$i eo& di# 10 3.25 0.992

3.25 0.992

1.6 0.99

Be$i eo& di# 10 1 18 0.6166.7 0.616

30 0.616

14 0.616

6 0.616

3 0.616

4 0.616

3 0.616

1.5 0.616

A 12 0.616

1.125 0.616

2.1 0.616

3 0.616

4 0.6164 0.616

51.849

Beki$i& 1 5.75 4.7

2 2.45 4.7

3 6 1.82

4 30 2

5 13 1.125

6 3.3 1.125

2.04 'i& B#lok

Beo& / 250 A 4.65 0.2 0.4

2 0.2 0.4

B 1 0.15 0.25

1.075 0.15 0.25

C 2.075 0.15 0.25

1.075 0.15 0.25

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

3 28.25 0.2 0.4

4 28.25 0.2 0.4

13 0.15 0.25

Be$i eo& di# 16 A 6.17 1.558

F 6.17 1.558

1 31.17 1.558

4 1.5582 31.17 1.558

4 1.558

3 31.17 1.558

4 1.558

4 31.17 1.558

4 1.558

Be$i eo& di# 13 A 3.17 0.992

B 1 0.992

1.08 0.992

C 2.08 0.992

1.08 0.992

D 2.08 0.9921.08 0.992

1.08 0.992

F 3.17 0.992

1K 8 0.992

3.5 0.992

1 4 0.992

2 4 0.992

3 4 0.992

4 4 0.992

13 0.992

Be$i eo& di# 10 A 1.2 0.616

1.2 0.616B 0.8 0.616

0.8 0.616

C 0.8 0.616

0.8 0.616

D 0.8 0.616

0.8 0.616

F 1.2 0.616

1.2 0.616

1N 0.8 0.616

0.8 0.616

1 1.2 0.616

2 1.2 0.6163 1.2 0.616

4 1.2 0.616

0.8 0.616

Beki$i& A 4.65 1

2 1

B 1 0.5

1.075 0.5

C 2.075 0.5

1.075 0.5

D 2.075 0.5

1.075 0.5

1.075 0.5F 4.65 1

2 1

1N 8 0.5

3.5 0.5

1 28.25 1

2 28.25 1

3 28.25 1

4 28.25 1

13 0.5

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

1.01 P#$#&#& 12 # ## #d 1=2 5 1.5

4.2 1.5

4 1.5

2 1.5

1.3 1.5

2 1.35

1.02 P#$#&#& 12 # ## #d 1=4 # 10 3.6

2 3.6

0.5 3.6

5 3.6

1 3.6

d 5 3.6

5 3.6

1 3.6

e 5 3.6

5 3.6

2 3.6

2 3.6 10 3.6

0 0.75 3.6

1 12 3.6

12 3.6

6 3.6

4 3.6

1.7 3.6

2 8.5 3.6

4.58 3.6

1 3.6

3 26 3.6

2 3.6

1.2 3.6

4 8.5 3.68.5 3.6

13 3.6

dik!#&i

P1A i& 1 2.5

P1B 0.8 2.1

P2A 1.9 2.5

P@1 1.9 2.5

0.65 2.3

@1A 0.4 0.62

@2A 1.6 1.35

@3A 1.6 2

@4A 1.6 3.4

@5A 1.9 4.52

P#$ 1=2 32.25 1

1.03 Di&di& #!i$i dole $m e!m#$k !#&k# 5 3

6 3

3 3

1.04 Di&di& #!i$i Toile 1.5 2

1.05 Pe&e#l#& le$e! d& 0.62 4

0.815 4

lk 0.3 4

0.54 4

1.45 4

0.62 4

1.06 Ple$e! #i #d 1=4 1 455.437

3.2 4

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

+#&i 5 1.5

oile 25.1 1.5

1.08 Ple$e! mo!#! !i 1 1 4

Oe!$ek 1 82 13

3 8

8

4 8

1 0.8

2.08 C# emok

le$e! 1=2 870.374

Di&di& #!i$i dole $m 5 3

6 3

3 3

2 PE/E'@AA) /?(E) PI)T? DA) @E)DEA

2.01 /$e& i& P1 A

2.02 /$e& i& P 1 B

2.03 /$e& i& P 2 A

2.04 /$e& i& P @ 1

2.05 /$e& Pi& +e&del# @ 1 A

2.06 /$e& Pi& +e&del# @ 2 A

2.07 /$e& Pi& +e&del# @ 3 A

2.08 /$e& Pi& +e&del# @ 4 A

2.09 /$e& Pi& +e&del# @ 5 A

3 PE/E'@AA) A)TAI

3.01 #&#i ke!#mik 20 20 2 5

2 3.5

3.02 #&#i ke!#mik 3030 14.5 32

15 1

6.7 1.3

17

?!#& #$i! 14.5 32 0.05

15 1 0.05

6.7 1.3 0.05

#&#i ke!+# #d. 1=3=5 #l#$ ke!#mik, e#l 3 m 487.71 0.03

Pli& ke!#mik 1030 e 'om#& # 10

2

5

1

1d 6

6

1

e 5

5

2

5

0 3.5

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

P3 0.9

3.03 'ol#" ## 16.45

32

4 PE/E'@AA) PAFO)D

4.01 Pl#o&d #l$i o#!d : !#&k# "ollo; : # 5 2

3.5 2

4.02 Pl#o&d $m o#!d : !#&k# "ollo; : # 13.5 1

12 30

dik!#&i #l$i 17 1

& 6 1

& 2 0.9

& 6 3.5

4.03 C#&o 6 6

5 PE/E'@AA) TA)A

5.01 /e!#mik #&# 3.5 6

1.7 0.15

5.02 '#ili& 4

2

5.03 Pe&e##& 3.5 7.5

6 PE/E'@AA) (A)ITA(I

6.01 Clo$ed +o&kok CE - 7 e Too6.02 ?!i&oi! ? 57 * e!m#$k #e$o!ie$&#

#$#el

6.03 Floo! d!#i& TM 1B)

6.04 /!#& di&di& T 23 B 13

6.05 *e+# P#&!

6.06 (ei#&k

6.07 'eme$#&

A)TAI D?A

1 PE/E'@AA) DI)DI)

1.01 P#$#&#& 12 # ## #d 1=2 oile #m# 1.5 1.5

2 1.5

1.1 1.5

oile k#! 5 1.5

3 1.5

1.2 1.5

1.5 1.5

2.5 1.5

2.5 0.5

1 1.5

1.5 0.83

1.02 P#$#&#& 12 # ## #d 1=4 # 5 4

2 4

1.5 41.5 4

1 5

7 5

5 5

d 7 5

5 4

6 4

1 5

e 5 4

1 5 4

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

GAMBAR a)as -a0a! BERAT

enu

0.5 6

4 8.5 4

13 5

dik!#&i

P1A 1 2.5

P1 0.8 2.1

P2A 1.9 2.5

@1A 0.4 0.62@1C 0.62 1.6

@2B 1.35 1.6

@3A 2 1.6

@3B 2 1.9

@5A 4.52 1.9

P#$ 1=2 47.35 1

1.03 Di&di& #!i$i dole $m e!m#$k !#&k# 5 3.4

3.5 3.4

1.04 Pe&e#l#& Ple$e! d& 0.62 40.815 3.5

6.15 1.5

0.3 4

0.54 4

1.45 2

1.05 Ple$e! #i #d 1=4 1 666.124

3.2 4

ke!#mik 56.7

!i 29

1.06 /e!#mik di&di& 2025 iole m 12.4 1.5

+#&i 6 1.5

oile 25.4 1.5

2.5 0.37

1.07 Ple$e! mo!#! !i 3.5 1.5

1 2

3.5 0.6

Oe!$ek 1 8.5

2 5

3 8.5

8.5

4 5

8.5

1.08 C# emok i&e!io!

le$e! 1=2 1246.548

Di&di& #!i$i dole $m 5 3.6

4 3.6

2 PE/E'@AA) /?(E) PI)T? DA) @E)DEA

2.01 /$e& i& P 1 A

2.02 /$e& i& P 1 B

2.03 /$e& i& P 2 A

2.04 /$e& Pi& +e&del# @ 1 A

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NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (

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3 PE/E'@AA) A)TAI

3.01 #&#i ke!#mik 2020 4 1.5

4.15 3

3.02 #&#i ke!#mik 3030 12 30

13 1

3.5 1

6 2

2020 18.45 1

3.5 5

2 0.5

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2

3.5

1.5

1

5

65

d 6

5

1

5

e 5

0.5

2

5

0 6

3.5

8.5

4

2 17

63 12

9

4 30

1.8

0.8

4 PE/E'@AA) PAFO)D

4.01 Pl#o&d #l$i o#!d : !#&k# "ollo; : # 13 1

1 1

9.5 1

12 12 0.5

1 1

4 1

1 1

8 1

4 1.5

4.15 3

4.02 Pl#o&d $m o#!d : !#&k# "ollo; : # 12 30

13 1

6 1

dik!#&i 18.45 1

2 0.5

5 PE/E'@AA) ATAP

5.01 '#&k# ## #+# !i&#& 1 $m 14.15 4

2 8.5 6.5

9 1.5

3 15.15 4.25

1.5 11

7/17/2019 HSBGN LAMONGAN 2015

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5.04 )ok 10

7.5

11

5

2

1

5.05 i$l#&k 15.52

10

14

4

1.5

7

6 PE/E'@AA) (A)ITA'

6.01 Clo$ed ddk C 660 @( 660@ e!m#$k #e$o!ie$&#

6.02 Clo$ed +o&kok

?!i&oi! ? 57 * e!m#$k #e$o!ie$&#

6.03 Floo! d!#i& TM 1B)

6.04 /!#& di&di& T 23 B 13

E PE/E'@AA) * H E

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1 Peke!+##& i$!ik

1.01 I&$#l#$i e&e!#&#& 43

1.02 I&$#l#$i $o ko&#k 14

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1.04 l#m T 2M18 ;# 13

1.05 #m Do;&li" 24

1.06 Bo P#&el 1

2 Peke!+##& lmi&

2.01 I&#$l#$i #i! e!$i"

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Fii&

@e Pm

#e! T#&k

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Pi# PC di# 100 A 6

Pi# PC di# 150 A 12

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Pi# PC di# 80 A 48

Pi# PC di# 150 A 75

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1.01 I&$#l#$i e&e!#&#& 30

1.02 I&$#l#$i $o ko&#k 15

1.03 (o ko&#k 15

1.04 l#m T 2M18 ;# 18

1.05 #m Do;&li" 27

1.06 Bo P#&el 1

2 Peke!+##& lmi&

2.01 I&#$l#$i #i! e!$i"

Pi# PC di# 32 A

Pi# PC di# 25 A 45Pi# PC di# 15 A 28

Fii&

2.02 I&$#l#$i #i! koo!

Pi# PC di# 100 A 3

Pi# PC di# 150 A 45

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2.03 I&$#l#$i #i! ek#$ koo! H Ai! "+#&

Pi# PC di# 80 A 28

Pi# PC di# 150 A

7/17/2019 HSBGN LAMONGAN 2015

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NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TINGGI (M

GAMBAR a)as -a0a! BERAT

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7/17/2019 HSBGN LAMONGAN 2015

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1

15

1

480

100

480

50

1

824.715

58.7224

676

96

52

11.81472

5.90736

39.456

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1856.61

755.46752

135.52

66

14.1435

3.822

508.5312

195.1488

43.68

21.125

1832.208

826.056

118.3

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QTY-GTS

UANTIT>

153.5616

591.8528

133.2

43.875

21.9375

62.9625

9334.1248

14.1

0.36

11.904

18.48

3.9

3.857425

202.6656

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

26.4

259.56

2604.09792

101.6596

1050.5264

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

198.485

11.2

942.2784

144.832

678.9552

131.6

51.849

643.68

4666.41

343.9975

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

11.8051875

1101.1944

257.5232

665.28

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

34.95

455.437

66

6

63.72

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

50.1

16

45

870.374

66

9

6

2

1

8

10

4

2

1

17

470.71

24.3855

14.6313

#!i$i

eo&

#!i$i

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

196.2

96.9

17

325.9

36

26.61

10

26.25

42

2

7

4

1

2

47.35

49.84

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

666.124

62.9

61.37

1246.548

56.7

29

44

1246.548

68.4

9

4

1

6

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

18.45

350.55

272.1

117.45

371.55

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

112

123.5

2

3

6

10

43

14

13

24

1

45

37

10

1

6

12

1

48

75

1

42

30

15

75

18

27

1

45

28

1

3

45

1

28

7/17/2019 HSBGN LAMONGAN 2015

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QTY-GTS

UANTIT>

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RAB BG TDK BERTINGKAT SEDERHANA 173 / 296

RINCIAN BIA>A PEKER(AAN STANDAR BANGUNAN GEDUNG NEGARA SEDERHANA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan

Rp+Sa)uan

A PEKER(AAN STRUKTUR

A+2 Peker:aan P/ndasi

1 #li#& #&#", d#l#m $d 1 m m3 99.68 60,500

2 P#$. ?!#& #$i! m3 6.23 198,400

3 A#&$#mi& # k#li m3 22.59 536,400

4 P#$. o&d#$i # k#li 1=4 m3 68.45 879,600

5 ?!#& #&#" kem#li (i$i o&d#$i m3 25.01 20,200

6 B#& #&#" Did#l#m $ie m3 97.26 26,500

(u

A+" Peker:aan S)ruk)ur

A.2.1 pekerjaan sloof beton

1 Beki$i& $loo eo& /# e!e&#& m2 71.20 256,500

2 Tl#&#& e$i eo& ?-39 k 730.11 11,800

3 Tl#&#& e$i eo& ?-24 k 382.47 11,300

4 Beo& / - 175 m3 5.34 1,111,300

A.2.2 Pekerjaan Kolom Praktis

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 78.32 73,200

2 Tl#&#& e$i eo& ?-39 k 856.29 11,800

3 Tl#&#& e$i eo& ?-24 k 494.38 11,300

4 Beo& / - 175 m3 5.09 1,111,300

A.2.3 Pekerjaan Ringbalk

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 96.74 73,200

2 Tl#&#& e$i eo& ?-39 k 755.51 11,800

3 Tl#&#& e$i eo& ?-24 k 478.57 11,300

4 Beo& / - 175 m3 7.21 1,111,300

A.2.4 Pekerjaan Plat lantai

1 Beki$i& eo& l# l#&#i /# e!e&#& m2 3.00 556,700

2 Tl#&#& e$i eo& ?-24 k 63.52 11,300

3 Beo& / - 175 m3 0.34 1,111,300

(u

B PEKER(AAN ARSITEKTUR

B+2 Peker:aan Lan)ai

1 P#$. ?!#& #$i! . 10 m m3 17.70 198,400

2 P#$. #&#i ke!+# eo& mk 1=3=5 . 5 m m3 7.56 72,900

3 P#$. #&#i /e!#mik 300300 e *#$e!i&# m2 243.40 209,000

4 P#$. '## eo& i&i$" #i#& Beo& $e$i 1 = 3 = 5 m2 54.87 118,800

5 P#$. Di&di& # ## #d 1=4 'ol#" ## m 66.56 123,400

(u

B+" Peker:aan Dinding

1 P#$. Di&di& # ## #d 1=2 B# ## me!#" m2 21.50 133,600

2 P#$. Di&di& # ## #d 1=4 B# ## me!#" m2 484.21 123,400

3 P#$. Di&di& #!i$i $mo#!d '#&k# /# m2 28.50 342,000

4 P#$. Di&di& # ## #d 1=4 Pe&e#l#& kolom m3 1.60 123,400

5 P#$. Ple$e! #i#& #d. 1=4 . 15 mm I&e!io! m2 947.13 55,200

(u

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RINCIAN BIA>A PEKER(AAN STANDAR BANGUNAN GEDUNG NEGARA SEDERHANA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan

Rp+Sa)uan

B+5 Peker:aan P*af/nd

1 P#$. '#&k# Pl#o&d *e#l !i& *e#l !i& m2 335.46 85,600

2 P#$. Pe& Pl#o&d $mo#!d . 9 mm e @##o#!d m2 335.46 36,400

(u

B+3 Peker:aan A)ap

1 '#&k# ## #+# !i&#& e (m#!!$$ m2 397.87 191,800

2 Pe& ## e&e& /e!#mik e @#i;#&i m2 397.87 146,300

3 B&#& e&e& /e!#mik e @#i;#&i m 75.25 149,800

4 P#$. i$l#&k /# 320 mm /# k#me! med#& m 102.50 132,700

5 P#$. T#l#& $e& l# (e& +l$ 35 m 42.00 93,200

(u

B+9 Peker:aan Kusen

1 /$e& i& P1 &i 7.00 3,586,600

2 /$e& i& P2 &i 4.00 3,142,500

3 /$e& i& P3 &i 3.00 290,000

4 /$e& i& P @ 1 &i 1.00 7,355,000

5 /$e& i& P @ 2 &i 1.00 4,243,700

6 /$e& Pi& +e&del# @-1 &i 2.00 4,610,000

7 /$e& Pi& +e&del# @-2 &i 5.00 5,580,100

8 /$e& Pi& +e&del# @-3 &i 1.00 2,753,984

9 /$e& Boe&li" B1 &i 8.00 744,000

10 /$e& Boe&li" B2 &i 3.00 1,233,300

11 /$e& Boe&li" B3 &i 3.00 1,878,400

12 Boe&li" ' 1 &i 2.00 744,000

13 Boe&li" ' 2 &i 2.00 1,233,300

14 Boe&li" ' 3 &i 2.00 1,878,400

(u

C PEKER(AAN UTILITAS

C+2 Peker:aan P*u-ing

C+2+2 Peker:aan Sani)ar1

1 P#$. /lo$e Ddk /e!#mik TOTO C 660 @ ( 660 @ &i 1.00 1,810,600

2 P#$. /lo$e @o&kok /e!#mik TOTO CE 7 &i 2.00 273,200

3 P#$. Floo! D!#i& TOTO TM 1 B) " 3.00 240,200

4 P#$. /!#& di&di& TOTO T 23 B 13 " 3.00 88,600

5 P#$. B#k Ai! Fie!l#$$ Fi!e l#$$ " 1.00 731,600

C+2+" Peker:aan Suur Da*a

1 Pe&eo!#& (m! mN 24.00 75,000

2 Pi# PC di#. 3K C#$i& #i& mN 24.00 92,200

3 Pi# PC di#. 2K C#$i& #i& mN 6.00 58,100

4 Pi# PC di#. 34K e #i& mN 24.00 22,000

5 /le di#mee! 34K " 1.00 32,200

6 (o k!#& di#. 1K " 1.00 63,400

7 *e$i& @e Pm k#.250 ;# !o&do$ " 1.00 1,040,600

C+2+5 Tanki Air

1 Pi# PC di#. 1K (#!i& #m e #i& mN 12.00 25,400

2 Pi# PC di#. 1K &$. d om# ke #&ki #i! e #i mN 8.00 25,400

3 Pi# PC di#. 34K e #i& mN 4.00 22,000

4 T#&ki #i! 500 lie! Eel " 1.00 1,010,400

5 Ddk#& #&ki #i! Be$i $ik " 1.00 921,800

6 (o k!#& di#. 1K e O&d# " 2.00 63,400

/$e&, Pi& H @e&del# Alm. /## .6 mm I!o&mo&e!ie$ e

CI(A

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RAB BG TDK BERTINGKAT SEDERHANA 175 / 296

RINCIAN BIA>A PEKER(AAN STANDAR BANGUNAN GEDUNG NEGARA SEDERHANA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan

Rp+Sa)uan

7 (o k!#& di#. 1K e O&d# " 1.00 63,400

8 (o k!#& di#. 1K e O&d# " 1.00 63,400

C+2+3 Ins)a*asi Air Bersi!

1 Pi# PC di#. 2K m 40.00 58,100

2 Pi# PC di#. 1K m 35.00 25,400

3 Pi# PC di#. 34K m 8.00 22,000

C+2+9 Ins)a*asi Air K/)/r . air -ekas

1 Pi# PC di#. 4K m 40.00 138,300

2 Pi# PC di#. 4K m 63.50 138,300

3 Pi# PC di#. 2K m 9.00 58,100

C+2+= Peker:aan Reser/ir

1 #li#& #&#", d#l#m $d 1 m m3 5.63 60,500

2 P#$. ?!#& #$i! m3 0.12 198,400

3 P#$. #&#i ke!+# eo& mk 1=3=5 m2 3.75 72,900

4 Beki$i& eo& l# l#&#i m2 21.00 556,700

5 Tl#&#& e$i eo& ?-24 k 315.00 11,300

6 Beo& / - 200 m3 2.10 1,145,400

C+2+$ Peker:aan Sep)i7)ank

1 (ei#&k P#$. B## k#. 3,00 m3 : 'eme$#& " 1.00 3,753,500

(u

C+" Peker:aan E*ek)rika*

C+"+2 Pane*

1 P#$. Bo P#&el &i 1.00 575,100

E+"+" Ins)a*asi

1 P#$. I&$#l#$i l#m k 37.00 108,200

2 P#$. I&$#l#$i $o ko&#k k 18.00 93,700

C+"+5 Ara)ure

1 P#$. (#kl#! e&kel e B!oo k 18.00 49,400

2 P#$. (#kl#! dole e B!oo k 19.00 53,800

3 P#$. (o ko&#k e B!oo k 18.00 47,200

4 P#$. #m T 2 18 ;# !ille e P"#&#$o&i " 8.00 351,900

5 P#$. #m T 2 36 ;# !ille e P"#&#$o&i " 8.00 527,900

6 P#$. Do;& li" H PC 13 e P"#&#$o&i " 21.00 155,000

(u

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RAB BG TDK BERTINGKAT SEDERHANA 176 / 296

RINCIAN BIA>A PEKER(AAN STANDAR BANGUNAN GEDUNG NEGARA SEDERHANA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+Sa)uan

A PEKER(AAN STRUKTUR

A+2 Peker:aan P/ndasi

1 #li#& #&#", d#l#m $d 1 m m3 99.68 60,500 6,030,640

2 P#$. ?!#& #$i! m3 6.23 198,400 1,236,032

3 A#&$#mi& # k#li m3 22.59 536,400 12,115,586

4 P#$. o&d#$i # k#li 1=4 m3 68.45 879,600 60,204,222

5 ?!#& #&#" kem#li (i$i o&d#$i m3 25.01 20,200 505,101

6 B#& #&#" Did#l#m $ie m3 97.26 26,500 2,577,439

(u*a! A+2 ++++ Rp

A+" Peker:aan S)ruk)ur

A.2.1 pekerjaan sloof beton

1 Beki$i& $loo eo& /# e!e&#& m2 71.20 256,500 18,262,800

2 Tl#&#& e$i eo& ?-39 k 730.11 11,800 8,615,322

3 Tl#&#& e$i eo& ?-24 k 382.47 11,300 4,321,961

4 Beo& / - 175 m3 5.34 1,111,300 5,934,342

A.2.2 Pekerjaan Kolom Praktis

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 78.32 73,200 5,733,024

2 Tl#&#& e$i eo& ?-39 k 856.29 11,800 10,104,274

3 Tl#&#& e$i eo& ?-24 k 494.38 11,300 5,586,460

4 Beo& / - 175 m3 5.09 1,111,300 5,657,406

A.2.3 Pekerjaan Ringbalk

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 96.74 73,200 7,081,368

2 Tl#&#& e$i eo& ?-39 k 755.51 11,800 8,914,985

3 Tl#&#& e$i eo& ?-24 k 478.57 11,300 5,407,846

4 Beo& / - 175 m3 7.21 1,111,300 8,009,695

A.2.4 Pekerjaan Plat lantai

1 Beki$i& eo& l# l#&#i /# e!e&#& m2 3.00 556,700 1,670,100

2 Tl#&#& e$i eo& ?-24 k 63.52 11,300 717,728

3 Beo& / - 175 m3 0.34 1,111,300 375,064

(u*a! A+"++++ Rp

B PEKER(AAN ARSITEKTUR

B+2 Peker:aan Lan)ai

1 P#$. ?!#& #$i! . 10 m m3 17.70 198,400 3,512,666

2 P#$. #&#i ke!+# eo& mk 1=3=5 . 5 m m3 7.56 72,900 551,124

3 P#$. #&#i /e!#mik 300300 e *#$e!i&# m2 243.40 209,000 50,870,600

4 P#$. '## eo& i&i$" #i#& Beo& $e$i 1 = 3 = 5 m2 54.87 118,800 6,518,508

5 P#$. Di&di& # ## #d 1=4 'ol#" ## m 66.56 123,400 8,213,504

(u*a! B+2++++ Rp

B+" Peker:aan Dinding

1 P#$. Di&di& # ## #d 1=2 B# ## me!#" m2 21.50 133,600 2,872,400

2 P#$. Di&di& # ## #d 1=4 B# ## me!#" m2 484.21 123,400 59,750,897

3 P#$. Di&di& #!i$i $mo#!d '#&k# /# m2 28.50 342,000 9,747,000

4 P#$. Di&di& # ## #d 1=4 Pe&e#l#& kolom m3 1.60 123,400 197,415

5 P#$. Ple$e! #i#& #d. 1=4 . 15 mm I&e!io! m2 947.13 55,200 52,281,576

(u*a! B+"++++ Rp

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RAB BG TDK BERTINGKAT SEDERHANA 177 / 296

RINCIAN BIA>A PEKER(AAN STANDAR BANGUNAN GEDUNG NEGARA SEDERHANA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+Sa)uan

B+5 Peker:aan P*af/nd

1 P#$. '#&k# Pl#o&d *e#l !i& *e#l !i& m2 335.46 85,600 28,715,376

2 P#$. Pe& Pl#o&d $mo#!d . 9 mm e @##o#!d m2 335.46 36,400 12,210,744

(u*a! B+5++++ Rp

B+3 Peker:aan A)ap

1 '#&k# ## #+# !i&#& e (m#!!$$ m2 397.87 191,800 76,310,987

2 Pe& ## e&e& /e!#mik e @#i;#&i m2 397.87 146,300 58,208,015

3 B&#& e&e& /e!#mik e @#i;#&i m 75.25 149,800 11,272,450

4 P#$. i$l#&k /# 320 mm /# k#me! med#& m 102.50 132,700 13,601,750

5 P#$. T#l#& $e& l# (e& +l$ 35 m 42.00 93,200 3,914,400

(u*a! B+3++++ Rp

B+9 Peker:aan Kusen

1 /$e& i& P1 &i 7.00 3,586,600 25,106,200

2 /$e& i& P2 &i 4.00 3,142,500 12,570,000

3 /$e& i& P3 &i 3.00 290,000 870,000

4 /$e& i& P @ 1 &i 1.00 7,355,000 7,355,000

5 /$e& i& P @ 2 &i 1.00 4,243,700 4,243,700

6 /$e& Pi& +e&del# @-1 &i 2.00 4,610,000 9,220,000

7 /$e& Pi& +e&del# @-2 &i 5.00 5,580,100 27,900,500

8 /$e& Pi& +e&del# @-3 &i 1.00 2,753,984 2,753,984

9 /$e& Boe&li" B1 &i 8.00 744,000 5,952,000

10 /$e& Boe&li" B2 &i 3.00 1,233,300 3,699,900

11 /$e& Boe&li" B3 &i 3.00 1,878,400 5,635,200

12 Boe&li" ' 1 &i 2.00 744,000 1,488,000

13 Boe&li" ' 2 &i 2.00 1,233,300 2,466,600

14 Boe&li" ' 3 &i 2.00 1,878,400 3,756,800

(u*a! B+9++++ Rp

C PEKER(AAN UTILITAS

C+2 Peker:aan P*u-ing

C+2+2 Peker:aan Sani)ar1

1 P#$. /lo$e Ddk /e!#mik TOTO C 660 @ ( 660 @ &i 1.00 1,810,600 1,810,600

2 P#$. /lo$e @o&kok /e!#mik TOTO CE 7 &i 2.00 273,200 546,400

3 P#$. Floo! D!#i& TOTO TM 1 B) " 3.00 240,200 720,600

4 P#$. /!#& di&di& TOTO T 23 B 13 " 3.00 88,600 265,800

5 P#$. B#k Ai! Fie!l#$$ Fi!e l#$$ " 1.00 731,600 731,600

C+2+" Peker:aan Suur Da*a

1 Pe&eo!#& (m! mN 24.00 75,000 1,800,000

2 Pi# PC di#. 3K C#$i& #i& mN 24.00 92,200 2,212,800

3 Pi# PC di#. 2K C#$i& #i& mN 6.00 58,100 348,600

4 Pi# PC di#. 34K e #i& mN 24.00 22,000 528,000

5 /le di#mee! 34K " 1.00 32,200 32,200

6 (o k!#& di#. 1K " 1.00 63,400 63,400

7 *e$i& @e Pm k#.250 ;# !o&do$ " 1.00 1,040,600 1,040,600

C+2+5 Tanki Air

1 Pi# PC di#. 1K (#!i& #m e #i& mN 12.00 25,400 304,800

2 Pi# PC di#. 1K &$. d om# ke #&ki #i! e #i mN 8.00 25,400 203,200

3 Pi# PC di#. 34K e #i& mN 4.00 22,000 88,000

4 T#&ki #i! 500 lie! Eel " 1.00 1,010,400 1,010,400

5 Ddk#& #&ki #i! Be$i $ik " 1.00 921,800 921,800

6 (o k!#& di#. 1K e O&d# " 2.00 63,400 126,800

/$e&, Pi& H @e&del# Alm. /## .6 mm I!o&mo&e!ie$ e

CI(A

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RAB BG TDK BERTINGKAT SEDERHANA 178 / 296

RINCIAN BIA>A PEKER(AAN STANDAR BANGUNAN GEDUNG NEGARA SEDERHANA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+Sa)uan

7 (o k!#& di#. 1K e O&d# " 1.00 63,400 63,400

8 (o k!#& di#. 1K e O&d# " 1.00 63,400 63,400

C+2+3 Ins)a*asi Air Bersi!

1 Pi# PC di#. 2K m 40.00 58,100 2,324,000

2 Pi# PC di#. 1K m 35.00 25,400 889,000

3 Pi# PC di#. 34K m 8.00 22,000 176,000

C+2+9 Ins)a*asi Air K/)/r . air -ekas

1 Pi# PC di#. 4K m 40.00 138,300 5,532,000

2 Pi# PC di#. 4K m 63.50 138,300 8,782,050

3 Pi# PC di#. 2K m 9.00 58,100 522,900

C+2+= Peker:aan Reser/ir

1 #li#& #&#", d#l#m $d 1 m m3 5.63 60,500 340,615

2 P#$. ?!#& #$i! m3 0.12 198,400 23,808

3 P#$. #&#i ke!+# eo& mk 1=3=5 m2 3.75 72,900 273,375

4 Beki$i& eo& l# l#&#i m2 21.00 556,700 11,690,700

5 Tl#&#& e$i eo& ?-24 k 315.00 11,300 3,559,500

6 Beo& / - 200 m3 2.10 1,145,400 2,405,340

C+2+$ Peker:aan Sep)i7)ank

1 (ei#&k P#$. B## k#. 3,00 m3 : 'eme$#& " 1.00 3,753,500 3,753,500

(u*a! C+2 ++++ Rp

C+" Peker:aan E*ek)rika*

C+"+2 Pane*

1 P#$. Bo P#&el &i 1.00 575,100 575,100

E+"+" Ins)a*asi

1 P#$. I&$#l#$i l#m k 37.00 108,200 4,003,400

2 P#$. I&$#l#$i $o ko&#k k 18.00 93,700 1,686,600

C+"+5 Ara)ure

1 P#$. (#kl#! e&kel e B!oo k 18.00 49,400 889,200

2 P#$. (#kl#! dole e B!oo k 19.00 53,800 1,022,200

3 P#$. (o ko&#k e B!oo k 18.00 47,200 849,600

4 P#$. #m T 2 18 ;# !ille e P"#&#$o&i " 8.00 351,900 2,815,200

5 P#$. #m T 2 36 ;# !ille e P"#&#$o&i " 8.00 527,900 4,223,200

6 P#$. Do;& li" H PC 13 e P"#&#$o&i " 21.00 155,000 3,255,000

(u*a! C+" ++++ Rp

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PEREN!ANAAN TEKNIS PE"BANG#NA

NO ITEM PEKER(AAN PAN(ANG LEBAR LEBAR TINGGI (ML ?OLUME SAT HARGA

a)as -a0a! BERAT SATUAN

PINTU . KUSEN

2+## P 2 uk+ 2@## 4 "@=#

Alm&im $#&d#! 3K CA 1.00 2.00 2.00

2.60 2.00 5.20

7.20 m1 102,800.0

Alm&im $#&d#! 4K CA !#&k# d#& i& 2.40 2.00 4.80

0.90 4.00 3.60

8.40 m1 141,500.0

/## 6 mm 2.40 0.90 1.00 2.16 m2 145,200.0

/#!e 5.00 2.00 10.00

0.90 4.00 3.60

1.85 13.60 m1 20,000.0

#&dle i& e 'E 75.01 e CI(A 1.00 " 409,200.0

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/#i #&i& 1.00 1.00 $e 25,200.0

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6.80 m1 102,800.0Alm&im $#&d#! 4K CA !#&k# Pi& 2.40 2.00 4.80

0.80 4.00 3.20

8.00 m1 141,500.0

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/#!e 5.00 2.00 10.00

0.80 4.00 3.20

13.20 m1 20,000.0

#&dle i& e 'E 75.01 e CI(A 1.00 " 409,200.0

(eli&de! CI(A e 08510 e CI(A 1.00 " 162,800.0

#&dle 1.00 1.00 $e 25,200.0

/#i #&i& 1.00 1.00 $e 82,900.0

(lo #&#m 1.00 1.00 $e 88,600.0

:u*a!

di -u*a)kan

5+## P 5 uk+ &# 4 "2#

/$e& H Pi& PC oile 1.00 1.00 1.00 &i 290,000.0

:u*a!

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3+## P ( 2 uk+ 2=# 4 "=#

Alm&im $#&d#! 3K CA 3.20 2.00 6.40

0.65 6.00 3.90

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2.60 2.00 5.200.50 1.00 0.50

19.20 m1 102,800.0

Alm&im $#&d#! 4K CA !#&k# d#& i& 2.15 4.00 8.60

0.40 8.00 3.20

0.65 8.00 5.20

0.95 4.00 3.80

20.80 m1 141,500.0

/## 6 mm 2.40 0.90 2.00 4.32 m2 145,200.0

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PEREN!ANAAN TEKNIS PE"BANG#NA

NO ITEM PEKER(AAN PAN(ANG LEBAR LEBAR TINGGI (ML ?OLUME SAT HARGA

a)as -a0a! BERAT SATUAN

2.60 2.00 5.20

12.42 m1 102,800.0

Alm&im $#&d#! 4K CA !#&k# d#& i& 2.15 2.00 4.30

0.40 4.00 1.60

0.74 4.00 2.96

0.82 2.00 1.64

10.50 m1 141,500.0

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/#!e 0.60 1.60 2.00 1.20

1.20 m1 20,000.0

#&dle i& e 'E 75.01 e CI(A 1.00 " 409,200.0

(eli&de! CI(A e 08510 e CI(A 1.00 " 162,800.0

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6.00 ( 2 uk+ 2=# 4 "##

Alm&im $#&d#! 3K CA 2.00 5.00 10.00

1.60 4.00 6.40

16.40 m1 102,800.0

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 2.00 4.00 8.00

0.50 12.00 6.00

14.00 m1 114,900.0

/## 6 mm 1.60 2.00 1.00 3.20 m2 145,200.0

/#!e 3.00 4.00 12.00

2.18 6.00 13.08

25.08 m1 20,000.0

!e&del 6.00 6.00 $e 33,000.0

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$+## ( " uk+ 2=# 4 "##

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1.60 6.00 9.60

17.60 m1 114,900.0

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/#!e 3.00 6.00 18.00

0.50 18.00 9.00

27.00 m1 20,000.0

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11.20 m1 114,900.0

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PEREN!ANAAN TEKNIS PE"BANG#NA

NO ITEM PEKER(AAN PAN(ANG LEBAR LEBAR TINGGI (ML ?OLUME SAT HARGA

a)as -a0a! BERAT SATUAN

:u*a!

di -u*a)kan

2#+## B? " uk+ 9# 4 2"#

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3.90 m1 102,800.00

Alm&im $#&d#! 3K CA !#&k# d#& +e&del# 1.20 2.00 2.40

0.50 4.00 2.00

4.40 m1 114,900.00

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/#!e 1.20 4.00 4.80

0.45 4.00 1.80

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7.00 m1 114,900.00

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0.45 8.00 3.60

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QTY-GS

TAKING O'' PERHITUNGAN ?OLUME

BANGUNAN GEDUNG TIDAK BERTINGKAT

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR

GAMBAR a)as -a0a!

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B PEKER(AAN PONDASI

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QTY-GS

TAKING O'' PERHITUNGAN ?OLUME

BANGUNAN GEDUNG TIDAK BERTINGKAT

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR

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TAKING O'' PERHITUNGAN ?OLUME

BANGUNAN GEDUNG TIDAK BERTINGKAT

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR

GAMBAR a)as -a0a!

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QTY-GS

TAKING O'' PERHITUNGAN ?OLUME

BANGUNAN GEDUNG TIDAK BERTINGKAT

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TAKING O'' PERHITUNGAN ?OLUME

BANGUNAN GEDUNG TIDAK BERTINGKAT

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QTY-GS

TAKING O'' PERHITUNGAN ?OLUME

BANGUNAN GEDUNG TIDAK BERTINGKAT

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QTY-GS

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QTY-GS

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QTY-GS

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BANGUNAN GEDUNG TIDAK BERTINGKAT

NO ITEM PEKER(AAN NO KODE PAN(ANG LEBAR LEBAR TIN

GAMBAR a)as -a0a! BE

menu

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QTY-GS

UANTIT>

1.00

15.00

1.00

261.00

74.00

261.00

50.00

1.00

90.90

99.68

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QTY-GS

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6.23

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5.34

730.11

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382.47

71.20

0.17

0.59

128.562.70

5.09

856.29

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QTY-GS

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7.21

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QTY-GS

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478.57

96.74

0.34

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QTY-GS

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21.50

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QTY-GS

UANTIT>

28.50

1.60

947.13

36.40

9.20

947.13

7.00

4.00

3.00

1.00

2.00

5.00

1.008.00

3.00

2.00

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QTY-GS

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54.87

17.70

7.56

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92.06

243.40

397.87

42.00

75.25

102.50

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QTY-GS

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18.00

8.00

21.00

1.00

40.00

35.00

8.00

1.001.00

1.00

40.00

1.00

63.50

9.00

1.00

2.00

1.00

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SPESIFIKASI R#"AH NEGARA

TABEL A"

SPESI'IKASI TEKNIS BANGUNAN RUMAH NEGARA

NO+ URAIAN

A+ PERS>ARATAN TATA BANGUNAN DAN LINGKUNGAN

1. @#!#k A&#! B#&&#&

2. /ei&i#& B#&&#&

3. /ei&i#& #&i-l#&i

4. /oei$ie& D#$#! B#&&#&

5. /oei$ie& #&#i B#&&#&

6. /oei$ie& D#$#! i+#

7. #!i$ (em#d#&

8. +d A!$iek!

9. P##! #l#m#&

- de#&

- $#mi&

- el#k#&

B+ PERS>ARATAN BAHAN BANGUNAN

1. B#"#& Pe& #&#i

2. B#"#& Di&di&

- e&i$i

- i&i$"i&

- k##

3. B#"#& Fi&i$"i&

- l#!

- d#l#m

4. B#"#& Pe& Pl#o&- !#&k# l#o&

- e& l#o&

5. B#"#& Pe& A#

6. B#"#& /$e& d#& D#& Pi&

- k$e&

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RAB R#"AH NEGARA TYPE A 207/296

REKAPITULASI BIA>A STANDAR RUMAH NEGARA T>PE A

A+ PEKER(AAN STRUKTUR

A.1 Peke!+##& Po&d#$i

A.2 Peke!+##& (!k!

B+ PEKER(AAN ARSITEKTUR

B.1 Peke!+##& #&#i

B.2 Peke!+##& Di&di&

B.3 Peke!+##& Pl#o&d

B.4 Peke!+##& A#

B.5 Peke!+##& /$e&

C+ PEKER(AAN UTILITAS

C.1 Peke!+##& Plmi&

C.2 Peke!+##& Elek!ik#l

D+ PEKER(AAN 'INISHING

(u*a! Bia1a Peker:aan S)andar a Rp+

PPN 2#F - Rp+ 7 a - Rp+

Luas -angunan d "+

Harga -angunan un)uk peker:aan s)andar <" e 7 < d Rp+

I:in Mendirikan Bangunan <" f Rp+

e f Di-u*a)kan+++ Rp+

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE A

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u*

Rp+

A+ PEKER(AAN STRUKTUR

A+2 Peker:aan P/ndasi

A+2+2 Peker:aan P/ndasi Ba)uka*i

1 #li#& #&#", d#l#m $d 1 m m3 143.22 60,500 8,664,810

2 P#$. ?!#& #$i! m3 6.51 198,400 1,291,584

3 A#&$#mi& # k#li m3 19.53 536,400 10,475,892

4 P#$. o&d#$i # k#li 1=4 (e$i 1 = 4 m3 58.59 879,600 51,535,764

5 ?!#& #&#" kem#li (i$i o&d#$i m3 58.59 20,200 1,183,518

6 B#& #&#" Did#l#m $ie m3 84.63 26,500 2,242,695

A+2+"+ Peker:aan P/ndasi R/*ag Ba)a

1 #li#& #&#", d#l#m $d 1 m m3 4.26 60,500 257,730

2 P#$. ?!#& #$i! m3 0.53 198,400 105,648

3 P#$. #&#i ke!+# eo& mk 1=3=5 (e$i 1 = 6 m2 10.65 72,900 776,385

4 P#$. Di&di& # ## #d 1=4 (e$i 1 = 4 m2 17.75 123,400 2,190,350

5 P#$. Ple$e! #i#& #d. 1=4 (e$i 1 = 2 m2 35.50 55,200 1,959,600

6 ?!#& #&#" kem#li (i$i o&d#$i m3 1.42 20,200 28,684

7 B#& #&#" Did#l#m $ie m3 2.84 26,500 75,260

(u*a! A+2 ++++ Rp

A+" Peker:aan S)ruk)ur

A+"+2 Peker:aan S*//f

1 Beki$i& $loo eo& /# e!e&#& m2 74.40 256,500 19,083,600

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 842.81 11,300 9,523,788

3 Beo& / - 175 /# e!e&#& m3 5.58 1,111,300 6,201,054

A+"+" Peker:aan K/*/ Prak)is

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 76.80 73,200 5,621,760

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 1,179.45 11,300 13,327,831

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RAB R#"AH NEGARA TYPE A 208/296

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE A

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u*

Rp+

3 Beo& / - 175 * eo& /-175 m3 5.76 1,111,300 6,401,088

A+"+5 Peker:aan Ring-a*k

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 74.40 73,200 5,446,080

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 842.81 11,300 9,523,788

3 Beo& / - 175 * eo& /-175 m3 5.58 1,111,300 6,201,054

A+"+3 Peker:aan Ring-a*k ApiJ

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 43.00 73,200 3,147,600

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 487.04 11,300 5,503,541

3 Beo& / - 175 * eo& /-175 m3 3.23 1,111,300 3,583,943

A+"+9 Peker:aan P*a) dak

1 Beki$i& eo& l# l#&#i /# e!e&#& m2 36.57 556,700 20,358,519

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 307.51 11,300 3,474,827

3 Beo& / - 175 * eo& /-175 m3 3.50 1,111,300 3,889,550

A+"+= Peker:aan Kan/pi

1 Beki$i& eo& l# l#&#i /# e!e&#& m2 14.07 556,700 7,832,7692 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 124.70 11,300 1,409,142

3 Beo& / - 175 * eo& /-175 m3 1.20 1,111,300 1,333,560

A+"+$ Peker:aan Me:a -e)/n

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 2.87 73,200 210,084

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 25.67 11,300 290,035

3 Beo& / - 175 * eo& /-175 m3 0.24 1,111,300 266,712

(u*a! A+" ++++ Rp

B+ PEKER(AAN ARSITEKTUR

B+2 Peker:aan Lan)ai

1 P#$. ?!#& #$i! . 10 m m3 17.14 198,400 3,400,0802 P#$. #&#i ke!+# eo& mk 1=3=5 . 5 m m2 306.75 72,900 22,362,075

3 P#$. #&#i /e!#mik 300300 e *#$e!i&# m2 262.25 209,000 54,810,250

4 P#$. #&#i /e!#mik 300300 e *#$e!i&# m2 87.54 209,000 18,295,860

5 P#$. Pli& !#&ieile 100400 !#&iile oli$" 10 40 m m 236.50 67,600 15,987,400

6 P#$. #&#i /e!#mik 300300 C#!o! m2 36.00 209,000 7,524,000

(u*a! B+2 ++++ Rp

B+" Peker:aan Dinding

1 P#$. Di&di& # ## #d 1=4 B# ## me!#" m2 792.76 123,400 97,826,584

2 P#$. Ple$e! #i#& #d. 1=4 . 15 mm I&e!io! m2 1,585.52 55,200 87,520,704

3 P#$. Ai#& PC m2 1,585.52 31,300 49,626,776

(u*a! B+" ++++ Rp

B+5 Peker:aan P*af/nd

1 P#$. '#&k# Pl#o&d *e#l !i& *e#l !i& m2 328.00 85,600 28,076,800

2 P#$. Pe& Pl#o&d $mo#!d . 9 mm e @##o#!d m2 349.94 36,400 12,737,816

3 P#$. i$ P!oil $m . 5 m e @##o#!d mN 249.30 20,600 5,135,580

(u*a! B+5 ++++ Rp

B+3 Peker:aan A)ap

1 '#&k# ## #+# !i&#& e (m#!!$$ m2 396.00 191,800 75,952,800

2 Pe& ## e&e& /e!#mik l#<! e /#&m!i m2 396.00 167,400 66,290,400

3 B&#& e&e& /e!#mik l#<! e /#&m!i mN 18.00 180,000 3,240,000

4 P#$. i$l#&k /# 320 mm /# k#me! med#& mN 58.00 132,700 7,696,600

5 P#$. Fle$"i& $e& l# (e& +l$ 35 mN 22.00 48,900 1,075,800

6 P#$. 'oo D!#i& " 2.00 153,300 306,600

(u*a! B+3 ++++ Rp

B+9 Peker:aan Kusen

1 /$e& Pi& d#& @e&del# /# /.I /# @#i m3 1.28 14,700,300 18,826,674

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RAB R#"AH NEGARA TYPE A 209/296

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE A

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u*

Rp+

2 Pi& #&el k# /.I 82 206 m '. T#m /# @#i m2 2.93 833,300 2,437,569

3 Pi& #&el k# /.I 82 206 m /. Tid! /# @#i m2 16.69 833,300 13,904,444

4 Pi& #&el k# /.I 72 206 m /. *#&di '#&k# /# @#i m2 5.85 833,300 4,875,138

5 Pi& k## k# /.I 50 206 m '#&k# /# @#i m2 4.12 578,500 2,383,420

6 @e&del# k## k# /.I 52 122 m '#&k# /# @#i m2 12.69 578,500 7,340,008

7 @e&del# k## k# /.I 52 182 m '#&k# /# @#i m2 1.89 578,500 1,094,985

8 Pi& Be$i 240 400 m #!#$i '#&k# Be$i $ik Pe& l# e$i m2 9.60 732,200 7,029,120

9 P#$. /## olo$ 5 mm e A$#"i m2 11.61 145,200 1,685,249

Pekerjaan Kunci dan Penggantung

10 P#$. E&$el i& e (olid " 60.00 34,400 2,064,000

11 P#$. E&$el +e&del# e (olid " 44.00 31,800 1,399,200

12 P#$. /&i i& !#&#& e (olid " 13.00 409,200 5,319,600

13 P#$. /&i k&o i& k#m#! m#&di e Al"# " 4.00 419,500 1,678,000

14 P#$. (lo #&#m i& dole e (olid $ 3.00 88,600 265,800

15 P#$. /#i #&i& +e&del# e (olid " 22.00 25,200 554,40016 P#$. !e&del @e&del# e (olid " 44.00 62,200 2,736,800

17 P#$. 'el i& li# 4 i& Dek$o& & 1.00 'EFJ 'EFJ

(u*a! B+9 ++++ Rp

C+ PEKER(AAN UTILITAS

C+2 Peker:aan P*u-ing

C+2+2 Peker:aan Sani)ar1

1 P#$. #$"#el ke!#mik TOTO 240 C@ " 2.00 549,700 1,099,400

2 P#$. /lo$e Ddk /e!#mik TOTO C 660 @ ( 660 @ " 2.00 1,810,600 3,621,200

3 P#$. /lo$e @o&kok /e!#mik TOTO CE 7 " 1.00 273,200 273,2004 P#$. B#k Ai! Fie!l#$$ Fi!e l#$$ " 1.00 731,600 731,600

5 P#$. ("o;e! $!# TOTO TM 20 )BP1 " 2.00 263,500 527,000

6 P#$. ("o;e! $e TOTO TM423(G " 2.00 2,645,600 5,291,200

7 P#$. Floo! D!#i& TOTO TM 1 B) " 4.00 240,200 960,800

8 P#$. Tem# $#& ke!#mik TOTO ( 11 ) " 3.00 177,700 533,100

9 P#$. /i"e&<i&k $#i&lee$ $ell 1 l#& ACO " 1.00 2,336,400 2,336,400

10 P#$. /!#& <i&k TOTO T 30 A'137) " 1.00 159,000 159,000

11 P#$. /!#& di&di& TOTO T 23 B 13 " 3.00 88,600 265,800

C+2+" Peker:aan Suur Da*a

1 Pe&eo!#& (m! mN 36.00 75,000 2,700,000

2 Pi# PC di#. 3K C#$i& #i& mN 36.00 92,200 3,319,200

3 Pi# PC di#. 2K C#$i& #i& mN 10.00 58,100 581,000

4 Pi# PC di#. 34K e #i& mN 36.00 22,000 792,000

5 /le di#mee! 34K " 1.00 32,200 32,200

6 (o k!#& di#. 1K " 1.00 63,400 63,400

7 *e$i& @e Pm k#.250 ;# !o&do$ " 1.00 1,040,600 1,040,600

C+2+5 Tanki Air

1 Pi# PC di#. 1K (#!i& #m e #i& mN 12.00 25,400 304,800

2 Pi# PC di#. 1K &$. d om# ke #&ki #i! e #i mN 8.00 25,400 203,200

3 Pi# PC di#. 34K e #i& mN 4.00 22,000 88,000

4 T#&ki #i! 1000 lie! Eel " 1.00 1,659,400 1,659,400

5 Ddk#& #&ki #i! Be$i $ik " 1.00 921,800 921,800

6 *e$i& om# k#.150 ;# 'O?)FO( " 1.00 770,000 770,000

7 (o k!#& di#. 1K e O&d# " 2.00 63,400 126,800

8 (o k!#& di#. 1K e O&d# " 1.00 63,400 63,400

9 (o k!#& di#. 1K e O&d# " 1.00 63,400 63,400

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RAB R#"AH NEGARA TYPE A 210/296

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE A

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u*

Rp+

C+2+3 Peker:aan Reser/ir

1 #li#& #&#", d#l#m $d 1 m m3 5.63 60,500 340,615

2 P#$. ?!#& #$i! m3 0.12 198,400 23,808

3 P#$. #&#i ke!+# eo& mk 1=3=5 m2 3.75 72,900 273,375

4 Beki$i& eo& l# l#&#i m2 21.00 556,700 11,690,700

5 Tl#&#& e$i eo& ?-24 k 315.00 11,300 3,559,500

6 Beo& / - 200 m3 2.10 1,145,400 2,405,340

C+2+9 Ins)a*asi Air Bersi!

1 Pi# PC di#. 1K e #i& mN 36.00 25,400 914,400

2 Pi# PC di#. 34K e #i& mN 32.00 22,000 704,000

3 Pi# PC di#. 12K e #i& mN 36.00 19,800 712,800

C+2+= Ins)a*asi Air K/)/r . air -ekas

1 Pi# PC di#. 4K e #i& mN 20.00 138,300 2,766,000

2 Pi# PC di#. 3K e #i& mN 28.00 92,200 2,581,600

3 Pi# PC di#. 2K e #i& mN 20.00 58,100 1,162,0004 Pi# PC di#. 1K e #i& mN 16.00 25,400 406,400

C+2+$ Peker:aan Sep)i7)ank

1 (ei#&k P#$. B## : 'eme$#& k#. 6,00 m3 ?)IT 1.00 5,439,000 5,439,000

(u*a! C+2 ++++ Rp

C+" Peker:aan E*ek)rika*

C+"+2 Pane*

1 P#$. Bo P#&el e e!#&d " 2.00 575,100 1,150,200

C+"+" Ins)a*asi

1 P#$. I&$#l#$i l#m (!eme )* 2 1.5 mm k 26.00 108,200 2,813,200

2 P#$. I&$#l#$i e"#$#& (!eme )* 2 1.5 mm k 2.00 108,200 216,400

3 P#$. I&$#l#$i #&e&# T k 5.00 'EFJ 'EFJ4 P#$. I&$#l#$i $o ko&#k (!eme )* 3 2.5 mm k 15.00 93,700 1,405,500

C+"+5 Ara)ure

1 P#$. Do;& li" H PC 13 e P"#&#$o&i " 26.00 155,000 4,030,000

2 P#$. (#kl#! e&kel e B!oo " 12.00 49,400 592,800

3 P#$. (#kl#! dole e B!oo " 6.00 53,800 322,800

4 P#$. (o ko&#k e B!oo " 15.00 47,200 708,000

5 P#$. Ole T e B!oo " 5.00 73,600 368,000

6 P#$. Ole e"#$e#& e *#$io& " 2.00 29,600 59,200

(u*a! C+" ++++ Rp

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RAB R#"AH NEGARA TYPE A 211/296

80,787,920

132,630,324

122,379,665

234,974,064

45,950,196

154,562,200

'EFJ

61,507,438

'EFJ

83,820,960

RE'

RE'RE'

"9#

RE'

9@2##

RE'

! Harga

Rp+

75,394,263

5,393,657

&#@$&$@8"#

34,808,442

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RAB R#"AH NEGARA TYPE A 212/296

! Harga

Rp+

25,350,679

21,170,922

12,235,084

27,722,896

10,575,471

766,831

25"@=5#@5"3

2""@5$8@==9

"53@8$3@#=3

39@89#@28=

293@9="@"##

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RAB R#"AH NEGARA TYPE A 213/296

a! Harga

Rp+

RE'

15,798,700

8,528,400

4,200,800

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RAB R#"AH NEGARA TYPE A 214/296

! Harga

Rp+

18,293,338

2,331,200

6,916,000

5,439,000

=2@9#$@35&

1,150,200

'EFJ

6,080,800

RE'

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)o ?!#i#& Peke!+##& PA)@A) EBA' @?*A

m m m2

A+ RUMAH

1 '#& kel#!#:d#! !.#m 4.000 4.500 18.000

6.000 10.500 63.000

3.000 1.500 4.500

2.500 1.500 3.750

4.000 2.500 10.000

2 /#m#! id!.1 4.500 3.000 13.500

3 /#m#! id!.2 4.500 3.000 13.500

4 /#m#! id!.3 4.500 3.000 13.500

5 /#m#! id!.4 4.500 3.000 13.500

6 /#m#! id!.5 3.000 2.000 6.000

7 /#m#! id!.6 3.000 2.000 6.000

8 './e!+# 4.000 3.000 12.000

9 /#m#! m#&di.1 3.000 2.500 7.500

10 /#m#! m#&di.2 2.500 2.500 6.250

11 /#m#! m#&di.2 3.000 1.250 3.750

12 #!#$i 6.000 4.500 27.000

13 d#& 3.000 1.500 4.500

14 T.Ci 1.250 1.500 1.87515 Te!#$ de#& 4.500 3.500 15.750

16 /o!ido! 2.000 2.500 5.000

6.000 1.500 9.000

3.000 2.000 6.000

1.500 1.250 1.875

17 Te!#$ el#k#& 20.000 1.250 25.000

6.000 1.000 6.000

4.000 2.500 10.000

5#=+$9#

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)o ?!#i#& Peke!+##& PA)@A) EBA' @?*A

B+ LAND SCAPE

1 C#!o! 6.000 6.000 36.000

1.500 1.500 2.250

2 Beo& deke! 6.000 0.600 3.600

3 P##! de#& 20.000 2.000 40.000

4 Be&e& $#mi& de#& 21.500 2.500 53.750

5 Be&e& $#mi& el#k#& 10.000 2.500 25.000

6 Be&e& el#k#& 20.000 2.500 50.000

C ?A( TA)A 30.000 20.000 600.000

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AB R#"AH NEGARA TYPE B

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE B

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u

Rp+

A+ PEKER(AAN STRUKTUR

A+2 Peker:aan P/ndasi

A+2+2 Peker:aan P/ndasi Ba)uka*i

1 #li#& #&#", d#l#m $d 1 m m3 53.51 60,500 3,237,59

2 P#$. ?!#& #$i! m3 2.97 198,400 589,84

3 A#&$#mi& # k#li m3 8.92 536,400 4,784,15

4 P#$. o&d#$i # k#li 1=4 (e$i 1 = 4 m3 23.78 879,600 20,920,40

5 ?!#& #&#" kem#li (i$i o&d#$i m3 17.84 20,200 360,32

6 B#& #&#" Did#l#m $ie m3 35.68 26,500 945,41

A+2+" Peker:aan R/*ag Ba)a

1 #li#& #&#", d#l#m $d 1 m m3 0.54 60,500 32,67

2 P#$. ?!#& #$i! m3 0.07 198,400 13,39

3 P#$. #&#i ke!+# eo& mk 1=3=5 (e$i 1 = 6 m2 1.35 72,900 98,41

4 P#$. Di&di& # ## #d 1=4 (e$i 1 = 4 m2 2.25 123,400 277,65

5 P#$. Ple$e! #i#& #d. 1=4 (e$i 1 = 2 m2 4.50 55,200 248,40

6 ?!#& #&#" kem#li (i$i o&d#$i m3 0.18 20,200 3,63

7 B#& #&#" Did#l#m $ie m3 0.36 26,500 9,54

(u*a! A+2 ++++ R

A+" Peker:aan S)ruk)ur

A+"+2 Peker:aan S*//f

1 Beki$i& $loo eo& /# e!e&#& m2 39.64 256,500 10,167,66

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 448.99 11,300 5,073,58

3 Beo& / - 175 * eo& /-175 m3 2.97 1,111,300 3,303,89

A+"+" Peker:aan K/*/ Prak)is

1 Beki$i& P!#ki$ eo& * #+# ?-24 m2 25.74 73,200 1,884,16

2 Tl#&#& e$i eo& ?-24 /# e!e&#& k 369.50 11,300 4,175,383 Beo& / - 175 * eo& /-175 m3 1.42 1,111,300 1,573,26

A+"+5 Peker:aan Ring-a*k

1 Beki$i& P!#ki$ eo& * #+# ?-24 m2 29.73 73,200 2,176,23

2 Tl#&#& e$i eo& ?-24 /# e!e&#& k 380.86 11,300 4,303,73

3 Beo& / - 175 * eo& /-175 m3 2.23 1,111,300 2,477,92

A+"+5 Peker:aan Ring-a*k ApiJ

1 Beki$i& P!#ki$ eo& * #+# ?-24 m2 22.68 73,200 1,660,17

2 Tl#&#& e$i eo& ?-24 /# e!e&#& k 290.70 11,300 3,284,89

3 Beo& / - 175 * eo& /-175 m3 1.70 1,111,300 1,890,32

A+"+5 Peker:aan Kan/pi

1 Beki$i& eo& l# l#&#i /# e!e&#& m2 4.62 556,700 2,571,95

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 40.85 11,300 461,63

3 Beo& / - 175 * eo& /-175 m3 0.39 1,111,300 433,40

A+"+5 Peker:aan Me:a -e)/n

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 1.33 73,200 97,35

2 Tl#&#& e$i eo& ?-24 * #+# ?-24 k 12.05 11,300 136,15

3 Beo& / - 175 * eo& /-175 m3 0.11 1,111,300 120,02

(u*a! A+" ++++ R

B+ PEKER(AAN ARSITEKTUR

B+2 Peker:aan Lan)ai

1 P#$. ?!#& #$i! . 10 m m3 8.47 198,400 1,680,56

2 P#$. #&#i ke!+# eo& mk 1=3=5 . 5 m m2 131.91 72,900 9,616,33

3 P#$. #&#i /e!#mik 300300 e *#$e!i&# m2 41.21 209,000 8,612,89

4 P#$. #&#i /e!#mik 300300 e *#$e!i&# m2 104.57 209,000 21,855,39

5 P#$. Pli& /e!#mik 100300 e *#$e!i&# m 103.68 70,800 7,340,19

6 P#$. '## eo& i&i$" #i#& Beo& $e$i 1 = 3 = 5 m2 37.50 118,800 4,455,00

(u*a! B+2 ++++ R

B+" Peker:aan Dinding

1 P#$. Di&di& # ## #d 1=4 B# ## me!#" m2 471.85 123,400 58,225,67

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AB R#"AH NEGARA TYPE B

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE B

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u

Rp+

4 P#$. i$l#&k /# 320 mm /# k#me! med#& mN 41.40 132,700 5,493,78

5 P#$. Fle$"i& $e& l# (e& +l$ 35 mN 46.00 48,900 2,249,40

6 P#$. 'oo D!#i& " 2.00 153,300 306,60

(u*a! B3 ++++ R

B+9 Peker:aan Kusen

1 /$e& Pi& d#& @e&del# /# /.II /# /#me! (#m#!i&d# m3 0.70 13,873,100 9,688,97

2 Pi& #&el k# /.II 82 206 m '. T#m /# /#me! (#m#!i&d# m2 2.93 782,700 2,289,55

3 Pi& dole e#k;ood 82 206 m /. Tid! '#&k# /# /#me! (#m#!i&d# m2 10.01 614,200 6,149,12

4 Pi& dole e#k;ood 72 206 m /. *#&di '#&k# /# /#me! (#m#!i&d# m2 2.93 614,200 1,796,65

5 Pi& k## k# /.II 50 206 m '#&k# /# /#me! (#m#!i&d# m2 4.12 548,100 2,258,17

6 @e&del# k## k# /.II 52 122 m '#&k# /# /#me! (#m#!i&d# m2 3.81 548,100 2,086,28

7 @e&del# k## k# /.II 52 182 m '#&k# /# /#me! (#m#!i&d# m2 1.89 548,100 1,037,44

8 Pi& Be$i 240 400 m #!#$i '#&k# Be$i $ik Pe& l# e$i m2 7.32 732,200 5,359,70

9 P#$. /## olo$ 5 mm e A$#"i m2 6.16 145,200 894,89

10 P#$. E&$el i& e (olid " 42.00 34,400 1,444,80

11 P#$. E&$el +e&del# e (olid " 16.00 31,800 508,80

12 P#$. /&i i& !#&#& e (olid " 9.00 409,200 3,682,80

13 P#$. /&i k&o i& k#m#! m#&di e Al"# " 2.00 419,500 839,00

14 P#$. (lo #&#m i& dole e (olid $ 3.00 88,600 265,80

15 P#$. /#i #&i& +e&del# e (olid " 8.00 25,200 201,60

16 P#$. !e&del @e&del# e (olid " 16.00 62,200 995,20

17 P#$. 'el i& li# 4 i& Dek$o& & 1.00 'EFJ 'E

(u*a! B9 ++++ R

C+ PEKER(AAN UTILITAS

C+2 Peker:aan P*u-ing

C+2+2 Peker:aan Sani)ar11 P#$. #$"#el ke!#mik TOTO 240 C@ " 1.00 549,700 549,70

2 P#$. /lo$e Ddk /e!#mik TOTO C 660 @ ( 660 @ " 1.00 1,810,600 1,810,60

3 P#$. /lo$e @o&kok /e!#mik TOTO CE 7 " 1.00 273,200 273,20

4 P#$. B#k Ai! Fie!l#$$ Fi!e l#$$ " 1.00 731,600 731,60

5 P#$. ("o;e! $!# TOTO TM 20 )BP1 " 1.00 263,500 263,50

6 P#$. ("o;e! $e TOTO TM423(G " 1.00 2,645,600 2,645,60

7 P#$. Floo! D!#i& TOTO TM 1 B) " 3.00 240,200 720,60

8 P#$. Tem# $#& ke!#mik TOTO ( 11 ) " 2.00 177,700 355,40

9 P#$. /i"e&<i&k $#i&lee$ $ell 1 l#& ACO " 1.00 2,336,400 2,336,40

10 P#$. /!#& <i&k TOTO T 30 A'137) " 1.00 159,000 159,00

11 P#$. /!#& di&di& TOTO T 23 B 13 " 3.00 88,600 265,80

C+2+" Peker:aan Suur Da*a

1 Pe&eo!#& (m! mN 24.00 75,000 1,800,00

2 Pi# PC di#. 3K C#$i& #i& mN 24.00 92,200 2,212,80

3 Pi# PC di#. 2K C#$i& #i& mN 6.00 58,100 348,60

4 Pi# PC di#. 34K e #i& mN 24.00 22,000 528,00

5 /le di#mee! 34K " 1.00 32,200 32,20

6 (o k!#& di#. 1K " 1.00 63,400 63,40

7 *e$i& @e Pm k#.250 ;# !o&do$ " 1.00 1,040,600 1,040,60

C+2+5 Tanki Air

1 Pi# PC di#. 1K (#!i& #m e #i& mN 12.00 25,400 304,80

2 Pi# PC di#. 1K I&$. d om# ke #&ki #i! e #i& mN 8.00 25,400 203,20

3 Pi# PC di#. 34K e #i& mN 4.00 22,000 88,00

4 T#&ki #i! 500 lie! Eel " 1.00 1,010,400 1,010,40

5 Ddk#& #&ki #i! Be$i $ik " 1.00 921,800 921,80

6 (o k!#& di#. 1K e O&d# " 2.00 63,400 126,80

7 (o k!#& di#. 1K e O&d# " 1.00 63,400 63,40

8 (o k!#& di#. 1K e O&d# " 1.00 63,400 63,40

C+2+3 Ins)a*asi Air Bersi!

1 Pi# PC di#. 1K e #i& mN 28.00 25,400 711,20

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RAB R#"AH NEGARA TYPE B

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE B

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u

Rp+

1 P#$. Bo P#&el e e!#&d " 1.00 575,100 575,10

C+"+" Ins)a*asi

1 P#$. I&$#l#$i l#m (!eme )* 2 1.5 mm k 16.00 108,200 1,731,20

2 P#$. I&$#l#$i e"#$#& (!eme )* 2 1.5 mm k 1.00 108,200 108,20

3 P#$. I&$#l#$i $o ko&#k (!eme )* 3 2.5 mm k 10.00 93,700 937,00

C+"+5 Ara)ure

1 P#$. Do;& li" H PC 13 e P"#&#$o&i " 16.00 155,000 2,480,00

2 P#$. (#kl#! e&kel e B!oo " 6.00 49,400 296,40

3 P#$. (#kl#! dole e B!oo " 3.00 53,800 161,40

4 P#$. (o ko&#k e B!oo " 10.00 47,200 472,00

5 P#$. Ole e"#$e#& e *#$io& " 1.00 29,600 29,60

(u*a! C+" ++++ R

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)o ?!#i#& Peke!+##& PA)@A) EBA' @?*A

m m m2

A+ RUMAH

1 '#& kel#!#:d#! !.#m 5.925 5.400 31.995

8.925 2.000 17.850

3.250 0.975 3.169

2 /#m#! id! #m# 3.075 3.050 9.379

3 /#m#! id! #&#k.1 4.000 2.950 11.800

4 /#m#! id! #&#k.2 3.050 3.075 9.379

5 /#m#! id! em#& 2.000 2.000 4.0006 /#m#! m#&di.1 2.250 2.000 4.500

7 /#m#! m#&di.2 2.000 1.500 3.000

8 '.(e!ik# 2.000 2.000 4.000

9 #!#$i 5.450 3.200 17.440

10 Tem# Ci 2.000 1.200 2.400

11 Te!#$ de#& 2.000 2.000 4.000

12 Te!#$ el#k#& 5.000 1.800 9.000

252+822

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)o ?!#i#& Peke!+##& PA)@A) EBA' @?*A

B+ LAND SCAPE

1 C#!o! 5.000 7.500 37.500

2 Beo& deke! 7.500 0.600 4.500

3 P##! de#& 12.050 2.000 24.100

4 Be&e& $#mi& de#& 8.150 1.500 12.225

5 Be&e& el#k#& 5.000 2.500 12.500

C. ?A( TA)A 16.450 12.200 200.690

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TAKING O'' PERHITUNGAN ?OLUME

RUMAH NEGARA T>PE C

LUAS BANGUNGAN T>PE C $# M"

TAKING O'' 'INISHING

)o 'oom &i A!e#

m m m2

(mm#! $2+3&

1 /ie&, Di&i& !oom 3.20 2.53 1 8.08

medi#& !oom 3.20 2.40 1 7.68

ii& !oom 2.25 5.90 1 13.28

3.05 1.00 1 3.05

2 Bed!oom 1 de#& 3.05 3.08 1 9.38

3 Bed!oom 2 e&#" 3.05 3.08 1 9.38

4 Bed!oom 3 el#k#& 2.95 4.00 1 11.80

5 B#"!oom 1 1.45 1.95 1 2.83

0.80 1.20 1 0.96

6 d#& 0.80 0.60 1 0.48

7 Te!#$ de#& 1.85 1.70 1 3.15

8 Te!#$ el#k#& 1.50 4.00 1 6.00

menu

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TAKING O'' ALL

)o !id A'EA

m m m2

64.75

AS 2 5.45 3.38 18.39

AS " 2.10 3.00 6.30

AS 5 6.00 3.00 18.00 @4,@1

AS 3 6.10 3.00 18.30

AS 3 1.85 3.10 5.74 oe&i&

AS 9 2.25 3.00 6.75 PT2,PT3AS = 0.80 3.00 2.40

AS $ 11.30 3.38 38.14

AS A 8.00 3.38 27.00 P@2,P@3,@

AS B 4.23 3.00 12.68 PB2

AS C 0.60 3.00 1.80

AS D 8.08 3.00 24.23 P@1,PB2,

AS E 4.00 3.00 12.00 PB2

AS ' 4.00 3.38 13.50

?OLUME PINTU . (ENDELA

)O ?'AIA) PE/E'@AA) (AT?A) P@

O?*E BA)A/ @?*A

1 #$ m2 2.880 3 8.640

2 T#li #i!$ko&e& m 12.400 3 37.200

3 (e# k$e& " 2.000 3 6.000

4 A&ke! " 4.000 3 12.000

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5 /$e& m3 0.072 3 0.216

6 Fi&i$" k$e& m 8.000 3 24.000

1 Pi& #&el " 1.000 1 1.000

2 Pi& dole !ilek " 1.000 2

3 Pi& !ilek:omik# "

4 Pi& k## "

5 E&$el " 3.000 3 9.000

6 /&i i& #m# " 1.000 1 1.000

7 /&i i& k#m#! " 1.000 2 2.000

8 /&i i& k#m#! m#&di "

9 (lo #&#m "

10 Fi&i$" i& m2 3.612 1 3.612

11 Fi&i$" i& k## m

1 @e&del# " 1.000 1 1.000

2 @e&del#

3 E&$el +e&del# " 2.000 1 2.000

4 (lo +e&del# " 2.000 1 2.000

5 /#i #&i& " 1.000 1 1.000

6 /## m2 0.562 1 0.562

7 Fi&i$" +e&del# m 3.480 1 3.480

PEKER(AAN KUSEN PINTU@(ENDELA DAN ACCESSORIES

I. /?(E),PI)T? H @E)DEA

1 /$e& e!#$#& m3 0.58

2 Pi& #&el de#& 71 206 m m2 1.46

3 Pi& dole !ile k#m#! id! 81 206 m m2 5.01

4 Pi& #&el k#m#! m#&di 71 206 m m2 2.93

5 Pi& k## 50 206 m m2 -

6 @e&del# k## 52 122 m m2 0.63

7 @e&del# k## 52 182 m m2 5.68

II. ACCE((O'IE(

1 /## olo$ 5 mm m2 2.89

2 E&$el i& " 24.00

3 E&$el +e&del# " 14.00

4 /&i i& #m# " 1.00

5 /&i i& k#m#! " 5.00

6 /&i i& k#m#! m#&di " 2.00

7 (lo #&#m $ -

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8 /#i #&i& " 7.00

9 (lo +e&del# " 14.00

III. FI)(I) /?(E),PI)T? DA) @E)DEA

1 C# k$e& m2 16.00

2 C# i& m2 35.28

3 C# i& k## m2 -

4 C# +e&del# m2 6.82

TAKING O'' PONDASI

P/ndasi Ba)uka*i (u*a!

Te

@ml#" 1.00

Te#l ?!#& P#$i! 0.10

Te#l A&$#mi& 0.15

Po&d#$i B#k#li =

- P#&+#& 64.75

- e#! A#$ - 1 0.25

- e#! B#;#" - 2 0.60

- Ti&i 0.60

#li#& =

- P#&+#& 64.75

- e#! A#$ - 1

- e#! B#;#" - 2 0.60

- Ti&i 0.85

?/*+ Ga*ian Tana! 33.02 55+#"

?/*+ Urugan Pasir 3.89 5+&8

?/*+ Aans)aping 5.83 9+&5

?/*+ P/ndasi Ba)uka*i 16.51 2=+92

?/*+ Urugan Tana! sisi ga*ian 6.80 =+&#

?/*+ Buang Tana! 26.22 "=+""

T/)a* Bera) Besi < kg %

Dia+ 2" - %

%

TAKING O'' SLOO'

S*//f 29# < "## (u*a!

Te#l P#$i! !

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Te#l #&#i ke!+#

P#&+#& Be&#& 64.75

@ml#" Be&#& 1.00

Dime&$i B#lok eo&=

- e#! 0.15

- Ti&i 0.20

?/*+ Ga*ian Tana! < 5 4.53

?/*+ Urugan Tana! sisi ga*ian < 5 2.59

?/*+ Buang Tana! < 5 1.94

?/*+Pasir < 5 -

?/*+Lan)ai ker:a < "

?/*+Be)/n < 5 1.94

?/*+Begis)ing < " 25.90

?/*+S)//) erk < "

T/)a* Bera) Besi < kg

Dia+ 2# 231.36

Dia+& 89.71

Pe-esian <Tu*angan , 165.29

Tu*angan Menerus < U)aa

- @ml.Be&#& 64.75

- @e&i$ Be$i ?-24

- Di#mee! 12

0.012

- Be!#mN 0.89

- P#&+#& l#&#& 64.75

- Tl.Oe!l# 0.24

- @ml.Be$i dlm 1 Po. 4.00

- @ml#" Be!# Be$i 231.36

Tu*angan sengkang

- @ml.Be&#& 64.75- @e&i$ Be$i ?-24

- @#!#k Pem#$#&#& 0.175

- Di#mee! 8

0.008

- Be!#mN 0.39

- P#&+#& l#&#& 64.75

- P#&+#& Beel 0.54

- Be&kok#& 0.08

- @ml Beel 371.00

- @ml#" Be!# Be$i 89.71

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TAKING O'' KOLOM

K/*/ 29# <29#

@ml#" /olom 21.00 2.00 213:1,752

P#&+#& Ti&i /olom 3.00 1.75

P#&+#& Ti&i Pede$#l -

Ti&i oo! -

Dime&$i /olom eo&=

- e#! d 0.15

- P#&+#& " 0.15

?/*+Be)/n 1.42 0.08 1.50

?/*+Begis)ing 37.80 2.10 39.90?/*+S)//) erk 22.68 1.26 23.94

T/)a* Bera) Besi -

Dia+ 2# 166.66 9.67 176.33

Dia+ 2" -

Dia+& 62.90 3.37 66.27

Pe-esian <Tu*angan , 161.94 165.61

Tu*angan U)aa

@ml./olom 21.00 2.00

@e&i$ Be$i ?-24 ?-24Di#mee! 10

0.010

Be!#mN 0.62

P#&+#& Tl#&#& 3.00 1.75

P#&+#& Tl. Oe!l# 0.20 0.20

@ml.Be$i dlm 1 Po. 4.00

@ml#" Be!# Be$i 166.66 9.67

Tu*angan sengkang

@ml /olom 21.00 2.00

@e&i$ Be$i ?-24 ?-24

@#!#k Pem#$#&#& 0.200 0.200

Di#mee! 8

0.008 0.008

Be!#mN 0.39

P#&+#& Beel 0.40 0.40

P#&+#& Tl Oe!l# 0.08 0.08

P#&+#& Ti&i /olom 3.00 1.75

@ml Beel dlm 1 /olom 16 9

@ml#" Be!# 62.90 3.37

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TAKING O'' BALOK

Ba*/k 29# <29#

P#&+#& Be&#& 8.50 86.75

B#&#k&# Be&#& 2.00 3.00 1.00

Te#l l#

Dime&$i B#lok eo&=

- e#! 0.15 0.15

- Ti&i 0.15 0.15

?/*+Be)/n 0.38 0.57 1.95 2.91

?/*+Begis)ing 7.65 11.48 39.04 58.16

?/*+S)//) erk 9.35 14.03 47.71 71.09T/)a* Bera) Besi -

Dia+ 2# 43.15 64.73 215.64 323.52

Dia+ 2" -

Dia+ & 18.35 27.52 92.85 138.72

Pe-esian <Tu*angan , 160.78 160.78 158.05

Tu*angan Menerus < U)aa

- @ml.Be&#& 2.00 3.00 1.00

- @e&i$ Be$i ?-24 ?-24 ?-24- Di#mee! 10 10

0.010 0.010

- Be!#mN 0.62 0.62

- P#&+#& l#&#& 8.50 8.50 86.75

- Tl.Oe!l# 0.20 0.20 0.20

- @ml.Be$i dlm 1 Po. 4.00 4.00

- @ml#" Be!# Be$i 43.15 64.73 215.64

Tu*angan Sengkang

- @ml.Be&#& 2.00 3.00 1.00- @e&i$ Be$i ?-24 ?-24 ?-24

- @#!#k Pem#$#&#& 0.175 0.175

- Di#mee! 8 8

0.008 0.008

- Be!#mN 0.39 0.39

- P#&+#& Be&#& 8.50 8.50 86.75

- P#&+#& Beel 0.40 0.40 0.40

- Be&kok#& 0.08 0.08 0.08

- @ml Beel dlm 1 e&#& 49.00 49.00 496.00

- @ml#" Be!# Be$i 18.35 27.52 92.85

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TAKING O'' KANOPI

Kan/pi Be)/n

P#&+#& Be&#& 3.00 1.85 3.78 2.90

B#&#k&# Be&#& 1.00 2.00 1.00 1.00

Te#l l#

Dime&$i B#lok eo&=

- e#! 0.30 0.30 0.30

- Te#l 0.08 0.08 0.08

?/*+Be)/n 0.07 0.09 0.09 0.07

?/*+Begis)ing 1.19 1.50 1.48 1.15

?/*+S)//) erk 0.90 1.11 1.13 0.87

T/)a* Bera) Besi

Dia+ 2#

Dia+ 2"

Dia+ & 7.46 9.37 9.27 7.17

Pe-esian <Tu*angan , 103.68 105.49 102.30 102.99

Tu*angan Menerus H/ris/n)a*

- @ml.Be&#& 1.00 2.00 1.00 1.00

- @e&i$ Be$i ?-24 ?-24 ?-24 ?-24

- @#!#k Pem#$#&#& 0.150 0.150 0.150

- Di#mee! 8 8 8

0.008 0.008 0.008

- Be!#mN 0.39 0.39 0.39

- P#&+#& l#&#& 3.00 1.85 3.78 2.90

- Tl.Oe!l# 0.16 0.16 0.16 0.16

- @ml.Be$i dlm 1 Po. 3.00 3.00 3.00 3.00

- @ml#" Be!# Be$i 3.70 4.70 4.60 3.58

Tu*angan Menerus ?er)ika*- @ml.Be&#& 1.00 2.00 1.00 1.00

- @e&i$ Be$i ?-24 ?-24 ?-24 ?-24

- @#!#k Pem#$#&#& 0.150 0.150 0.150

- Di#mee! 8 8 8

0.008 0.008 0.008

- Be!#mN 0.39 0.39 0.39

- P#&+#& l#&#& 0.30 0.30 0.30 0.30

- Tl.Oe!l# 0.16 0.16 0.16 0.16

- @ml.Be$i dlm 1 Po. 21.00 13.00 26.00 20.00

- @ml#" Be!# Be$i 3.77 4.66 4.66 3.59

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P#!imee! i&i$" ;#ll DDT Oe&i&ei"

I&e!&#l Ee!&#l #ll e &i #!e#

Fi&i$"

mN mN mN mN mN &o m2

7.83 2.80 P@3 2.20 1.75 1 3.85

5.73 2.80

8.70 2.80 P@2 2.20 2.25 1 4.95

2.40 2.80

12.45 2.80 PB2 2.20 0.90 2 3.96

6.10 2.80 P@1 2.20 1.78 1 3.91

7.10 2.80 PT2 2.25 0.70 1 1.583.05 2.80 PT3 1.00 0.65 1 0.65

@1 1.70 2.90 1 4.93

Oe&i& 2.20 0.80 1 1.76

12.25 2.80 PB2 2.20 0.90 1 1.98

6.13 2.80 @4 1.70 1.85 1 3.15

12.25 2.80 PB2 2.20 0.90 1 1.98

3.05 2.80 @4 1.70 1.85 1 3.15

13.90 2.80 PB2 2.20 0.90 1 1.98

9.90 2.80 @4 1.70 1.85 1 3.15

5.80 1.60 PT2 2.25 0.70 1 1.585.80 1.20

1.45 2.80

2.80 1.60

2.80 1.20

0.80 2.80

2.80 2.80 PT3 1.00 0.60 1 0.60

3.55 2.80 oe&i& 1.10 1.90 1 2.09

3.55 3.82 oe&i& 2.30 0.60 1 1.38

5.90 1.0011.00

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20.00 3.00

DDT Oe&i&

90M220 178M220 225M220 175M220 70M225 65M100 290M170 185M170 oe&i&

PB2 P@1 P@2 P@3 PT2 PT3 @1 @4

m2 m2 m2 m2 m2 m2 m2 m21.98 3.91 4.95 3.85 1.58 0.65 4.93 3.15

4.93 3.15

1.38

1.58 0.65

4 4.95 3.85 3.15

1.98

1.98 3.91 1.76

1.98

3 1 1 1 1 2

P.1 P.2

O?*E BA)A/ @?*A O?*E BA)A/ @?*A O?*E BA)A/ @?*A

1.890 3 5.670 1.680 2 3.360 4.410 -

10.200 3 30.600 10.000 2 20.000 12.600 -

2.000 3 6.000 2.000 2 4.000 2.000 -

4.000 3 12.000 4.000 2 8.000 6.000 -

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0.046 3 0.138 0.045 2 0.090 0.057 -

5.100 3 15.300 5.000 2 10.000 6.300 -

1.000 3 3.000

1.000 2 2.000

4.000 -

3.000 3 9.000 3.000 2 6.000 12.000 -

1.000 3 3.000 1.000 -

1.000 2 2.000

3.000 -

3.612 3 10.836 1.596 2 3.192 1.596 -

20.480 -

2.707 -

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0.32

5.32

4.01

-

33.27

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a** finis!

B#k!o&d Fi&i$"i&

Pl#$e! Pl#$e! Pl#$e! B# Temel /e!#mik P#i

B Fi& I&. 1=5 I&. 1=3 I&. 1=5 2020 T.1,6 I&e!io!

1A 1B 1C 1 2 3

m2 m3 m2 m2 m2 m22.00

2$"+&3 2#+5" 295+5& 2#+#8 2"+28 2&5+2=

1A 3 18.06 - 18.06

1C 4 12.18 -

1A 3 19.41 - 19.41

1C 4 1.77 -

1A 3 23.01 - 23.01

1C 4 13.18 - -

1A 3 12.97 - - 12.971C 4 3.61 - -

- - -

1A 3 29.18 - 29.18

1C 4 14.01 - -

1A 3 29.18 - 29.18

1C 4 5.40 - -

1A 3 33.80 - 33.80

1C 4 24.58 - -

)F 2 - - 7.71 -1B 3 6.96 - 6.96

1C 4 4.06 - -

)F 2 - - 4.48 -

1B 3 3.36 - 3.36

1C 4 2.24 - -

1A 3 7.24 - - 7.24

-

1C 4 - - 6.47 - - -

)F 1 - - - 10.09 - -

1C 4 - - 5.90 - - --

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1C 4 - - 60.00 - - -

(m

169.99

18.39

6.30

9.93

18.30

4.36

4.532.40

38.14

-

15.06

10.70

1.80

16.58

10.02

13.50

@.1

O?*E BA)A/ @?*A TOTA

1.495 3 4.485 22.155

9.800 3 29.400 117.200

16.000

4.000 3 12.000 44.000

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0.044 3 0.132 0.576

4.900 3 14.700 64.000

-

1.000

3.000

2.000

-

24.000

1.000

5.000

2.000

-

17.640

-

1.000

2.00 3 6.000 6.000

4.00 3 12.000 14.000

2.00 3 6.000 7.000

0.778 3 2.333 2.894

6.96 3 20.880 24.360

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'*//r finis!

i& (#&d Bed e#& o&!e#e /e!#mik /e!#mik (!eed

Ee!io! Fi& . 10 m . 5 m 3030 2020 B

4 1 2 3 4 5

m2 m3 m2 m2 m2 m20.1

295+5& $+=2 $=+#= $2+$8 3+"$ %

- 3 0.81 8.08 8.08 - - 1

12.18 - - - - -

- 3 0.77 7.68 7.68 - - 1

1.77 - - - - -

- 3 1.33 13.28 13.28 - - 1

13.18 - - - - -

- 3 0.31 3.05 3.05 - - 13.61 - - - - -

- - - - -

- - - - - -

- 3 0.94 9.38 9.38 - - 1

14.01 - - - - -

- 3 0.94 9.38 9.38 - - 1

5.40 - - - - -

- 3 1.18 11.80 11.80 - - 1

24.58 - - - - -

- 4 0.28 2.83 - 2.83 - 1- - - - - -

4.06 - - - - -

- 4 0.10 0.96 - 0.96 - 2

- - - - - -

2.24 - - - - -

- 4 0.05 0.48 - 0.48 - 1

- 3 0.31 3.15 3.15 - - 2

6.47 - - - - - -

- - - - - - -

5.90 - - - - - -- 3 0.60 6.00 6.00 - - 2

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60.00 - - - - - -

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Cei*ing 'inis!

d! #!e# ;e #!e#

$mo#!d $mo#! P#i&i& P#i&i&

Fi& . 9 mm . 9 mm d! #!e# ;e #!e#

1 2 3 4

m2 m2 m2 m2

=9+89 2#+22 =9+89 2#+22

3 8.08 - 8.08 -

- - - -

3 7.68 - 7.68 -

- - - -

3 13.28 - 13.28 -

- - - -

3 3.05 - 3.05 -- - - -

- - - -

3 9.38 - 9.38 -

- - - -

3 9.38 - 9.38 -

- - - -

3 11.80 - 11.80 -

- - - -

3 2.83 - 2.83 -- - - -

- - - -

4 - 0.96 - 0.96

- - - -

3 0.48 - 0.48 -

4 - 3.15 - 3.15

-

-4 - 6.00 - 6.00

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-

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RAB R()a* +, !. D E

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE C@ D@ E

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u

Rp+

A+ PEKER(AAN STRUKTUR

A+2 Peker:aan P/ndasi

1 #li#& #&#", d#l#m $d 1 m m3 33.02 60,500

1,997,8

2 P#$. ?!#& #$i! . 10 m m3 3.89 198,400 770,7

3 A#&$#mi& # k#li . 15 m m3 5.83 536,400 3,125,8

4 P#$. o&d#$i # k#li 1=4 m3 16.51 879,600 14,523,2

(u*a! A+2 ++++

A+" Peker:aan S)ruk)ur

A+"+2 Peker:aan S*//f

1 Beki$i& $loo eo& /# kl#$ I m2 25.90 256,500 6,643,3

2 Tl#&#& e$i eo& ?-24 k 321.07 11,300 3,628,1

3 Beo& / - 175 k. 1520 (iemi m3 1.94 1,111,300 2,158,7

A+"+2 Peker:aan K/*/ Prak)is

1 Beki$i& P!#ki$ eo& /# kl#$ I m2 39.90 73,200 2,920,6

2 Tl#&#& e$i eo& ?-24 k 242.60 11,300 2,741,3

3 Beo& / - 175 k. 1515 (iemi m3 1.50 1,111,300 1,662,7

A+"+2 Peker:aan Ring-a*k

1 Beki$i& P!#ki$ eo& /# kl#$ I m2 58.16 73,200 4,257,4

2 Tl#&#& e$i eo& ?-24 k 462.23 11,300 5,223,2

3 Beo& / - 175 k. 1515 (iemi m3 2.91 1,111,300 3,231,7

A+"+2 Peker:aan Can/pi

1 Beki$i& eo& l# l#&#i /# kl#$ I m2 5.32 556,700 2,963,0

2 Tl#&#& e$i eo& ?-24 k 33.27 11,300 375,9

3 Beo& / - 175 k.1515 (iemi m3 0.32 1,111,300 356,7

(u*a! A+" ++++

B+ PEKER(AAN ARSITEKTUR

B+2 Peker:aan Lan)ai

1 P#$. ?!#& #$i! . 10 m m3 7.61 198,400 1,508,9

2 P#$. #&#i ke!+# eo& mk 1=3=5 . 5 m m2 76.06 72,900 5,544,4

3 P#$. #&#i /e!#mik 300300 e *#$e!i&# m2 76.06 209,000 15,895,4

4 P#$. '## eo& i&i$" #i#& Beo& 1=3=5 m2 9.15 118,800 1,086,4

(u*a! B+2 ++++

B+" Peker:aan Dinding

1 P#$. Di&di& # ## #d 1=4 B# ## me!#" m2 169.99 123,400 20,976,3

2 P#$. Ple$e! #i#& #d. 1=2 . 15 mm #&# #i#& i&e!io! m2 10.32 60,300 622,2

3 P#$. Ple$e! #i#& #d. 1=4 . 15 mm #&# #i#& ek$e!io! m2 326.22 55,20018,007,0

(u*a! B+" ++++

B+5 Peker:aan P*af/nd

1 P#$. '#&k# Pl#o&d /# /# kl#$ III m2 65.95 118,700 7,828,2

2 P#$. Pe& Pl#o&d $mo#!d . 9 mm m2 65.95 36,400 2,400,5

(u*a! B+5 ++++

B+3 Peker:aan A)ap

1 P#$. /d# kd# /# /# kl#$ III m3 1.43 12,283,300 17,503,7

2 '#&k# A# k# m2 70.00 500,300 35,021,0

3 Pe& ## e&e& /e!#mik e @#i;#&i m2 70.00 146,300 10,241,0

4 B&#& e&e& /e!#mik e @#i;#&i mN 9.50 149,800 1,423,1

5 P#$. i$l#&k /# 320 mm /# k#me! med#& mN 24.50 132,700 3,251,1

6 P#$. Fle$"i& $e& l# (e& +l$ 35 mN 36.00 48,900 1,760,4

(u*a! B+3 ++++

B+9 Peker:aan Kusen

1 /$e& Pi& d#& @e&del# /# /.III /# /#me! (i&kil m3 0.58 7,273,100 4,189,3

Te!m#$k !#& $i$i o&d#$i H#& #&#" $eki#! lok#$ieke!+##&

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RAB R()a* +, !. D E

RINCIAN BIA>A STANDAR RUMAH NEGARA T>PE C@ D@ E

N/ Uraian Peker:aan Ke)erangan Sa)uan ?/*ueHarga Sa)uan (u

Rp+

13 P#$. /&i k&o i& k#m#! m#&di e Al"# " 2.00 419,500 839,0

14 P#$. /#i #&i& +e&del# e (olid " 7.00 25,200 176,4

15 P#$. !e&del @e&del# e (olid " 14.00 62,200 870,8

(u*a! B+9 ++++

C+ PEKER(AAN UTILITAS

C+2 Peker:aan P*u-ing

C+2+2 Peker:aan Sani)ar1

1 P#$. /lo$e @o&kok /e!#mik TOTO C 660 @ ( 660 @ " 1.00 273,200 273,2

2 P#$. B#k Ai! Fie!l#$$ " 1.00 731,600 731,6

3 P#$. /!#& di&di& TOTO T 23 B 13 " 2.00 88,600 177,2

4 P#$. Floo! D!#i& TOTO TM 1 B) " 1.00 240,200 240,2

C+2+" Peker:aan Suur Da*a

1 Pi# PC di#. 3K C#$i& #i& mN 24.00 92,200 2,212,8

2 Pi# PC di#. 2K C#$i& #i& mN 6.00 58,100 348,6

3 Pi# PC di#. 34K e #i& mN 24.00 22,000 528,0

4 /le di#mee! 34K " 1.00 32,200 32,2

5 (o k!#& di#. 1K " 1.00 63,400 63,4

6 *e$i& om# k#.150 ;# !o&do$ " 1.00 770,000 770,0

C+2+5 Ins)a*asi Air Bersi!

1 Pi# PC di#. 1K e #i& mN 15.40 25,400 391,1

2 Pi# PC di#. 34K e #i& mN 13.20 22,000 290,4

3 Pi# PC di#. 12K e #i& mN 15.40 19,800 304,9

C+2+3 Ins)a*asi Air K/)/r . air -ekas

1 Pi# PC di#. 4K e #i& mN 6.60 138,300 912,7

2 Pi# PC di#. 3K e #i& mN 11.00 92,200 1,014,2

3 Pi# PC di#. 2K e #i& mN 6.60 58,100 383,44 Pi# PC di#. 1K e #i& mN 4.40 25,400 111,7

C+2+9 Peker:aan Sep)i7)ank

1 (ei#&k P#$. B## k#. 3,00 m3 : 'eme$#& &i 1.00 3,753,500 3,753,5

(u*a! C+2 ++++

C+" Peker:aan E*ek)rika*

C+2 Pane*

1 P#$. Bo P#&el e e!#&d " 1.00 575,100 575,1

C+" Ins)a*asi

1 P#$. I&$#l#$i $o ko&#k (!eme )* 3 2.5 mm k 4.00 93,700 374,8

2 P#$. I&$#l#$i l#m (!eme )* 2 1.5 mm k 8.00 108,200 865,6

C+5 Ara)ure

1 P#$. (#kl#! e&kel " 4.00 49,400 197,6

2 P#$. (#kl#! dole " 2.00 53,800 107,6

3 P#$. (o ko&#k " 4.00 47,200 188,8

4 P#$. Fii& l#o&d : #m ( " 8.00 81,800 654,4

(u*a! C+" ++++

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TABEL A5

SPESI'IKASI TEKNIS BANGUNAN PAGAR

NO+ URAIAN

A+ PERS>ARATAN TATA BANGUNAN DAN LINGKUNGANP##! #l#m#&

- de#&

- $#mi&

- el#k#&

B+ PERS>ARATAN BAHAN BANGUNAN

1. B#"#& Di&di&

- e&i$i

- i&i$"i&

2. B#"#& Fi&i$"i&

- l#!

C+ PERS>ARATAN STRUKTUR BANGUNAN

1. Po&d#$i

- o&d#$i

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TA/I) OFFPE'IT?)A) O?*E

PAA' '?*A )EA'A

BENTENG SAMPING DEPAN BENTENG SAMPING BENTE

AS P T (ML AS P T (ML AS P

A 12.000 1 4.075 2.00 8.15 E 5.00

5 4.075 2.00 8.15

2"+## % &+29 2=+5# 9+##

?OLUME PEKER(AAN PONDASI BATU KALI

NO IAN PEKER(A SAT DEPAN SAMPING BELAKANG

1 ?/?'A) AIA) TA)A

e#! m 0.700 0.700

Ti&i m 1.100 1.100

P#&+#& m 12.000 8.150 5.000

2 ?/?'A) PO)DA(I

e#! A#$ m 0.300 0.300

e#! B#;#" m 0.600 0.600

Ti&i m 0.700 0.700

5 (UMLAH ?OLUME DEPAN SAMPING BELAKANG

#li#& #&#" 9.240 6.276 3.850

?!#& #$i! 0.420 0.285 0.175

A#&$#mi& 1.260 0.856 0.525

Po&d#$i 3.780 2.567 1.575

?!#& #&#" 3.780 2.567 1.575

Pemi&d#"#& 5.460 3.708 2.275

MUTU BA(A DIA KG<M 3# D

?-24 6 0.220 0.240

8 0.393 0.320

10 0.620 0.400

12 0.887 0.480

?-39 13 0.992 0.520

menu

m3

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16 1.558 0.640

19 2.250 0.760

22 3.042 0.880

25 3.983 1.000

29 5.042 1.160

32 6.233 1.280

?OLUME PEKER(AAN SLOO'

NO AIAN PEKER(A SAT DEPAN SAMPING BELAKANG

1 ?/?'A)

e#! m 0.150 0.150

Te#l m 0.200 0.200

P#&+#& mN 12.000 8.150 5.000

B#&#k&# " 1.000 1.000

2 T?A)A) *E)E'?(

Di#mee! mm 12.000 12.000

Be!# km 0.887 0.887 0.887

(#m&#& % 5% 5% 5%

P#&+#& l#& m 12.600 8.558 5.250

@ml#" l#& " 4.000 4.000

(u*a! -era) kg 33+$# 5#+5= 2&+=5

@ml#" ##& 4.200 2.853 1.750

3 T?A)A) T?*P?A)

Di#mee! mm 12.000 12.000

Be!# km 0.887 0.887 0.887

(#m&#& % 5% 5% 5%

P#&+#& l#& m 3.360 2.349 1.523

@ml#" l#& "

(u*a! -era) kg % % %

@ml#" ##& - - -

4 T?A)A) APA)A)

Di#mee! mm 12.000 12.000

Be!# km 0.887 0.887 0.887

(#m&#& % 5% 5% 5%

P#&+#& l#& m 7.560 5.135 3.150

@ml#" l#& "

(u*a! -era) kg % % %

@ml#" ##& - - -

6 T?A)A) (E)/A)

Di#mee! mm 8.000 8.000

Be!# km 0.393 0.393 0.393

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(#m&#& % 5% 5% 5%

@#!#k $e&k#& m 0.150 0.150

P#&+#& $e&k mN 0.735 0.735 0.735

@ml#" $e&k " 81.000 55.000 34.000

(u*a! -era) kg "5+58$ 29+&&$ 8+&"2

@ml#" ##& 4.961 3.369 2.083

$ (UMLAH ?OLUME DEPAN SAMPING BELAKANG

Bei$i& 4.800 3.260 2.000

Tl#&#& k 68.102 46.249 28.448

Co! eo& 0.360 0.245 0.150

?OLUME PEKER(AAN KOLOM

NO SAT DEPAN SAMPING BELAKANG

1 ?/?'A)

e#! m 0.150 0.150

P#&+#& m 0.150 0.150

Ti&i mN 1.500 2.500 2.500

B#&#k&# " 3.000 4.000 2.000

2 T?A)A) ?TA*A

Di#mee! mm 12.000 12.000

Be!# kmN 0.887 0.887 0.887

Tii !i& #lk m 0.110 0.110

P#&+#& $ek mN 0.480 0.480 0.480

(#m&#& % 5% 5% 5%

P#&+#& l#& mN 2.195 3.245 3.245

@ml#" l#& " 4.000 4.000

(u*a! -era) kg "5+59& 3=+#3= "5+#"5

@ml#" ##& 2.195 4.326 2.163

3 T?A)A) (E)/A)

Di#mee! mm 8.000 8.000

Be!# kmN 0.393 0.393 0.393

(#m&#& % 5% 5% 5%

@#!#k $e&k#& m 0.150 0.150P#&+#& $e&k mN 0.630 0.630 0.630

@ml#" $e&k " 11.000 17.000 17.000

(u*a! -era) kg &+2$# 2=+&5= &+32&

@ml#" ##& 1.733 3.570 1.785

3 (UMLAH ?OLUME DEPAN SAMPING BELAKANG

Bei$i& 1.350 3.000 1.500

Tl#&#& k 31.529 62.882 31.441

m2

m3

m2

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Co! eo& 0.101 0.225 0.113

?OLUME PEKER(AAN RINGBALK

NO IAN PEKER( SAT DEPAN SAMPING BELAKANG

1 ?/?'A)

e#! m 0.150 0.150

Te#l m 0.200 0.150 0.150

P#&+#& mN 8.150 5.000

B#&#k&# " 1.000 1.000

2 T?A)A) *E)E'?(

Di#mee! mm 12.000 12.000

Be!# km 0.887 0.887 0.887

(#m&#& % 5% 5% 5%

P#&+#& l# m - 8.558 5.250

@ml#" l# " 4.000 4.000

(u*a! -era kg % 5#+5= 2&+=5

@ml#" ## - 2.853 1.750

3 T?A)A) T?*P?A)

Di#mee! mm 10.000 10.000

Be!# km 0.620 0.620 0.620

(#m&#& % 5% 5% 5%P#&+#& l# m 0.210 2.297 1.470

@ml#" l# "

(u*a! -era kg % % %

@ml#" ## - - -

4 T?A)A) APA)A)

Di#mee! mm 10.000 10.000

Be!# km 0.620 0.620 0.620

(#m&#& % 5% 5% 5%

P#&+#& l# m - 5.135 3.150

@ml#" l# "

(u*a! -era kg % % %

@ml#" ## - - -

6 T?A)A) (E)/A)

Di#mee! mm 8.000 8.000

Be!# km 0.393 0.393 0.393

m3

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(#m&#& % 5% 5% 5%

@#!#k $e&k# m 0.150 0.150

P#&+#& $e& mN 0.735 0.630 0.630

@ml#" $e& " 1.000 55.000 34.000

(u*a! -era kg #+"&8 25+=2$ &+32&

@ml#" ## 0.061 2.888 1.785

$ (UMLAH ?OLUME DEPAN SAMPING BELAKANG

Tl#&#& k 0.289 43.979 27.045

Bei$i& - 2.445 1.500

Co! eo& - 0.183 0.113

m2

m3

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G BELAKANG

T (ML

2.50 12.50

2"+9#

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RAB PAGAR BANG#NAN GED#NG NEGARA

RINCIAN BIA>A STANDAR PAGAR DEPAN BANGUNAN GEDUNG NEGARA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+

A PAGAR DEPAN )inggi 2@9#

I. Peker:aan P/ndasi Ba)uka*i

1 #li#& #&#", d#l#m $d 1 m m3 9.24 60,500 559,020

2 P#$. ?!#& #$i! m3 0.42 198,400 83,328

3 A#&$#mi& # k#li m3 1.26 536,400 675,864

4 P#$. o&d#$i # k#li 1=4 (e$i 1 = 4 m3 3.78 879,600 3,324,888

5 ?!#& #&#" kem#li (i$i o&d#$i m3 3.78 20,200 76,356

6 B#& #&#" Did#l#m $ie m3 5.46 26,500 144,690

II. Peker:aan S*//f

1 Beki$i& $loo eo& /# e!e&#& m2 4.80 256,500 1,231,200

2 Tl#&#& e$i eo& ?-24 k 68.10 11,300 769,553

3 Beo& / - 175 m3 0.36 1,111,300 400,068

III. Peker:aan K/*/ Prak)is2 Beki$i& $loo eo& * #+# ?-24 m2 1.35 256,500 346,275

1 Tl#&#& e$i eo& ?-24 k 31.53 11,300 356,275

3 Beo& / - 175 m3 0.10 1,111,300 112,519

I. Peker:aan Dinding

1 P##! e$i Be$i em# m2 16.35 476,400 7,789,140

2 Pi& ##! e$i Be$i em# m2 1.50 595,500 893,250

pilar ;

3 P#$. Di&di& # ## #d 1=4 (e$i 1 = 4 m2 15.60 123,400 1,925,040

4 P#$. Ple$e! #i#& #d. 1=4 (e$i 1 = 4 m2 31.20 55,200 1,722,240

5 C# di&di& d#l#m #!li eml$io& /.II e *o;ile m2 31.20 20,000 624,000

(u*a! Rp+

Ppn 2#F Rp+

T/)a*

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Harga pagar <

Di-u*a)kan <

Sa)uan

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RAB PAGAR BANG#NAN GED#NG NEGARA

RINCIAN BIA>A STANDAR PAGAR DEPAN BANGUNAN GEDUNG NEGARA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+Sa)uan

RINCIAN BIA>A STANDAR PAGAR SAMPING BANGUNAN GEDUNG NEGARA

B PAGAR SAMPING )inggi "

I. Peker:aan P/ndasi Ba)uka*i

1 #li#& #&#", d#l#m $d 1 m m3 6.28 60,500 379,668

2 P#$. ?!#& #$i! m3 0.29 198,400 56,594

3 A#&$#mi& # k#li m3 0.86 536,400 459,024

4 P#$. o&d#$i # k#li 1=4 (e$i 1 = 4 m3 2.57 879,600 2,258,153

5 ?!#& #&#" kem#li (i$i o&d#$i m3 2.57 20,200 51,858

6 B#& #&#" Did#l#m $ie m3 3.71 26,500 98,269

II. Peker:aan S*//f

1 Beki$i& $loo eo& /# e!e&#& m2 3.26 256,500 836,190

2 Tl#&#& e$i eo& ?-24 k 46.25 11,300 522,614

3 Beo& / - 175 m3 0.24 1,111,300 271,713

III. Peker:aan K/*/ Prak)is

2 Beki$i& $loo eo& * #+# ?-24 m2 3.00 256,500 769,500

1 Tl#&#& e$i eo& ?-24 k 62.88 11,300 710,567

3 Beo& / - 175 m3 0.23 1,111,300 250,043

I. Peker:aan Ring-a*k

1 Beki$i& P!#ki$ eo& /# e!e&#& m2 2.45 73,200 178,974

2 Tl#&#& e$i eo& ?-24 k 43.98 11,300 496,968

3 Beo& / - 175 m3 0.18 1,111,300 203,785

. Peker:aan Dinding1 P#$. Di&di& # ## #d 1=4 (e$i 1 = 4 m2 16.30 123,400 2,011,420

2 P#$. Ple$e! #i#& #d. 1=4 (e$i 1 = 4 m2 32.60 55,200 1,799,520

3 C# di&di& d#l#m #!li eml$io& /.II e *o;ile m2 32.60 20,000 652,000

TOTAL@ Rp+

Ppn 2#F Rp+

T/)a*

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Harga pagar <

Di-u*a)kan <

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RAB PAGAR BANG#NAN GED#NG NEGARA

RINCIAN BIA>A STANDAR PAGAR DEPAN BANGUNAN GEDUNG NEGARA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+Sa)uan

REKAPITULASI BIA>A STANDAR PAGAR BELAKANG BANGUNAN GEDUNG NEGARA

C PAGAR BELAKANG )inggi 5@##

I. Peker:aan P/ndasi Ba)uka*i

1 #li#& #&#", d#l#m $d 1 m m3 3.85 60,500 232,925

2 P#$. ?!#& #$i! m3 0.18 198,400 34,720

3 A#&$#mi& # k#li m3 0.53 536,400 281,610

4 P#$. o&d#$i # k#li 1=4 (e$i 1 = 4 m3 1.58 879,600 1,385,370

5 ?!#& #&#" kem#li (i$i o&d#$i m3 1.58 20,200 31,815

6 B#& #&#" Did#l#m $ie m3 2.28 26,500 60,288

II. Peker:aan S*//f

1 Beki$i& $loo eo& /# e!e&#& m2 2.00 256,500 513,000

2 Tl#&#& e$i eo& ?-24 k 28.45 11,300 321,463

3 Beo& / - 175 m3 0.15 1,111,300 166,695

III. Peker:aan K/*/ Prak)is

2 Beki$i& $loo eo& * #+# ?-24 m2 1.50 256,500 384,750

1 Tl#&#& e$i eo& ?-24 k 31.44 11,300 355,284

3 Beo& / - 175 m3 0.11 1,111,300 125,021

I. Peker:aan Ring-a*k

2 Beki$i& P!#ki$ eo& /# e!e&#& m2 1.50 73,200 109,800

1 Tl#&#& e$i eo& ?-24 k 27.05 11,300 305,609

3 Beo& / - 175 m3 0.11 1,111,300 125,021

. Peker:aan Dinding1 P#$. Di&di& # ## #d 1=4 (e$i 1 = 4 m2 12.50 123,400 1,542,500

2 P#$. Ple$e! #i#& #d. 1=4 (e$i 1 = 4 m2 25.00 55,200 1,380,000

3 C# di&di& d#l#m #!li eml$io& /.II e *o;ile m2 25.00 20,000 500,000

TOTAL@ Rp+

Ppn 2#F Rp+

T/)a*

Pan:ang pagar@

Harga pagar <

Di-u*a)kan <

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RAB PAGAR BANG#NAN GED#NG NEGARA

! Harga

p+

4,864,146

2,400,821

815,069

8,682,390

"2@#55@$#=

"@2#5@5$2

"5@25$@#$$

2"

2@8"&@#8#

2@85#@###

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RAB PAGAR BANG#NAN GED#NG NEGARA

! Harga

p+

3,303,566

1,630,517

1,730,110

879,727

4,462,940

2"@##=@&98

2@"##@=&=

25@"#$@939

&

2@=9#@835

2@=9#@###

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RAB PAGAR BANG#NAN GED#NG NEGARA

! Harga

p+

2,026,728

1,001,158

865,055

540,430

3,422,500

$@&99@&$2

$&9@9&$

&@=32@39&

9

2@$"&@"8"

2@$5#@###

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TA/I) OFFPE'IT?)A) O?*E

PAA' ED?) )EA'A

BENTENG SAMPING DEPAN BENTENG SAMPING

AS P T (ML AS P T (ML AS

1 6.000 1 6.000 2.00 12.00 1

=+## % =+## 2"+##

?OLUME PEKER(AAN PONDASI BATU KALI

NO URAIAN PEKER(AAN SAT DEPAN SAMPING BELAKANG

1 ?/?'A) AIA) TA)A

e#! m 0.500 0.500

Ti&i m 0.700 0.700

P#&+#& m 6.000 6.000 6.000

2 ?/?'A) PO)DA(I

e#! A#$ m 0.200 0.200e#! B#;#" m 0.400 0.400

Ti&i m 0.600 0.600

5 (UMLAH ?OLUME DEPAN SAMPING BELAKANG

#li#& #&#" 2.100 2.100 2.100

?!#& #$i! 0.150 0.150 0.150

A#&$#mi& 0.450 0.450 0.450

Po&d#$i 1.080 1.080 1.080

?!#& #&#" 0.420 0.420 0.420

Pemi&d#"#& #&#" 1.680 1.680 1.680

MUTU BA(A DIA KG<M 3# D

?-24 6 0.220 0.240

menu

m3

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8 0.393 0.320

10 0.620 0.400

12 0.887 0.480

?-39 13 0.992 0.520

16 1.558 0.640

19 2.250 0.760

22 3.042 0.880

25 3.983 1.000

29 5.042 1.160

32 6.233 1.280

?OLUME PEKER(AAN SLOO'

NO URAIAN PEKER(AAN SAT DEPAN SAMPING BELAKANG

1 ?/?'A)e#! m 0.100 0.100

Te#l m 0.150 0.150

P#&+#& mN 6.000 6.000 6.000

B#&#k&# " 1.000 1.000

2 T?A)A) *E)E'?(

Di#mee! mm 12.000 12.000

Be!# km 0.887 0.887 0.887

(#m&#& % 5% 5% 5%

P#&+#& l#&#& m 6.300 6.300 6.300@ml#" l#&#& " 4.000 4.000

(u*a! -era) kg ""+59 ""+59 ""+59

@ml#" ##& 2.100 2.100 2.100

3 T?A)A) T?*P?A)

Di#mee! mm 12.000 12.000

Be!# km 0.887 0.887 0.887

(#m&#& % 5% 5% 5%

P#&+#& l#&#& m 1.733 1.733 1.733

@ml#" l#&#& "

(u*a! -era) kg % % %

@ml#" ##& - - -

4 T?A)A) APA)A)

Di#mee! mm 12.000 12.000

Be!# km 0.887 0.887 0.887

(#m&#& % 5% 5% 5%

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P#&+#& l#&#& m 3.780 3.780 3.780

@ml#" l#&#& "

(u*a! -era) kg % % %

@ml#" ##& - - -

6 T?A)A) (E)/A)

Di#mee! mm 8.000 8.000

Be!# km 0.393 0.393 0.393

(#m&#& % 5% 5% 5%

@#!#k $e&k#& m 0.150 0.150

P#&+#& $e&k#& mN 0.525 0.525 0.525

@ml#" $e&k#& " 41.000 41.000 41.000

(u*a! -era) kg &+398 &+398 &+398

@ml#" ##& 1.794 1.794 1.794

$ (UMLAH ?OLUME DEPAN SAMPING BELAKANG

Bei$i& 1.800 1.800 1.800

Tl#&#& k 30.812 30.812 30.812

Co! eo& 0.090 0.090 0.090

?OLUME PEKER(AAN KOLOM

NO SAT DEPAN SAMPING BELAKANG

1 ?/?'A)

e#! m 0.100 0.100

P#&+#& m 0.100 0.100

Ti&i mN 1.500 2.000 2.500

B#&#k&# " 2.000 2.000

2 T?A)A) ?TA*A

Di#mee! mm 12.000 12.000

Be!# kmN 0.887 0.887 0.887

Tii !i& #lk m 0.110 0.110

P#&+#& $ek 40 d mN 0.480 0.480 0.480(#m&#& % 5% 5% 5%

P#&+#& l#&#& mN 2.195 2.720 3.245

@ml#" l#&#& " 4.000 4.000

(u*a! -era) kg 29+9$" 28+"8& "5+#"5

@ml#" ##& 1.463 1.813 2.163

m2

m3

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3 T?A)A) (E)/A)

Di#mee! mm 8.000 8.000

Be!# kmN 0.393 0.393 0.393

(#m&#& % 5% 5% 5%

@#!#k $e&k#& m 0.150 0.150

P#&+#& $e&k#& mN 0.420 0.420 0.420

@ml#" $e&k#& " 11.000 14.000 17.000

(u*a! -era) kg 5+=52 3+="" 9+=2"

@ml#" ##& 0.770 0.980 1.190

3 (UMLAH ?OLUME DEPAN SAMPING BELAKANG

Bei$i& 0.600 0.800 1.000

Tl#&#& k 19.203 23.919 28.635

Co! eo& 0.030 0.040 0.050

?OLUME PEKER(AAN RINGBALK

NO URAIAN PEKER(AAN SAT DEPAN SAMPING BELAKANG

1 ?/?'A)

e#! m 0.100 0.100

Te#l m 0.100 0.100

P#&+#& mN 6.000 6.000

B#&#k&# " 1.000 1.000

2 T?A)A) *E)E'?(

Di#mee! mm 12.000 12.000

Be!# km 0.887 0.887 0.887

(#m&#& % 5% 5% 5%

P#&+#& l#&#& m - 6.300 6.300

@ml#" l#&#& " 4.000 4.000

(u*a! -era) kg % ""+59 ""+59

@ml#" ##& - 2.100 2.100

3 T?A)A) T?*P?A)Di#mee! mm 10.000 10.000

Be!# km 0.620 0.620 0.620

(#m&#& % 5% 5% 5%

P#&+#& l#&#& m 0.105 1.680 1.680

@ml#" l#&#& "

(u*a! -era) kg % % %

m2

m3

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@ml#" ##& - - -

4 T?A)A) APA)A)

Di#mee! mm 10.000 10.000

Be!# km 0.620 0.620 0.620

(#m&#& % 5% 5% 5%

P#&+#& l#&#& m - 3.780 3.780

@ml#" l#&#& "

(u*a! -era) kg % % %

@ml#" ##& - - -

6 T?A)A) (E)/A)

Di#mee! mm 8.000 8.000

Be!# km 0.393 0.393 0.393

(#m&#& % 5% 5% 5%

@#!#k $e&k#& m 0.150 0.150P#&+#& $e&k#& mN 0.420 0.420 0.420

@ml#" $e&k#& " 1.000 41.000 41.000

(u*a! -era) kg #+2=9 =+$=$ =+$=$

@ml#" ##& 0.035 1.435 1.435

$ (UMLAH ?OLUME DEPAN SAMPING BELAKANG

Tl#&#& k 0.165 29.120 29.120

Bei$i& - 1.200 1.200

Co! eo& - 0.060 0.060

m2

m3

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BENTENG BELAKANG

P T (ML

6.00 2.50 15.00

=+## 29+##

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RAB PAGAR R#"AH NEGARA

RICIAN BIA>A STANDAR PAGAR DEPAN RUMAH NEGARA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+

A PAGAR DEPAN )inggi 2@9#

A.1 Peker:aan P/ndasi Ba)uka*i1 #li#& #&#", d#l#m $d 1 m m3 2.10 60,500 127,050

2 P#$. ?!#& #$i! m3 0.15 198,400 29,760

3 A#&$#mi& # k#li m3 0.45 536,400 241,380

4 P#$. o&d#$i # k#li 1=4 (e$i 1 = 4 m3 1.08 879,600 949,968

5 ?!#& #&#" kem#li (i$i o&d#$i m3 0.42 20,200 8,484

6 B#& #&#" Did#l#m $ie m3 1.68 26,500 44,520

A.2 Peker:aan S*//f

1 Beki$i& $loo eo& /# e!e&#& m2 1.80 256,500 461,700

2 Tl#&#& e$i eo& ?-24 k 30.81 11,300 348,172

3 Beo& / - 175 m3 0.09 1,111,300 100,017

A.3 Peker:aan K/*/ Prak)is

1 Beki$i& $loo eo& * #+# ?-24 m2 0.60 256,500 153,900

2 Tl#&#& e$i eo& ?-24 k 19.20 11,300 216,999

3 Beo& / - 175 m3 0.03 1,111,300 33,339

A.4 Peker:aan Dinding

1 P##! Be$i Be$i "ollo; 20.40.0,8 mm m2 7.50 476,400 3,573,000

2 Pi& ##! e$i Be$i "ollo; 20.40.0,8 mm m2 1.50 595,500 893,250

pilar ;

3 P#$. Di&di& # ## #d 1=4 (e$i 1 = 4 m2 8.70 123,400 1,073,580

4 P#$. Ple$e! #i#& #d. 1=4 (e$i 1 = 4 m2 17.40 55,200 960,480

5 e *o;ile m2 17.40 20,000 348,000

TOTAL@ Rp+

Ppn 2#F Rp+

T/)a*

Pan:ang pagar@

Harga pagar <

Di-u*a)kan <

RINCIAN BIA>A STANDAR PAGAR SAMPING RUMAH NEGARA

Sa)uan

# & & # #m #!

7/17/2019 HSBGN LAMONGAN 2015

http://slidepdf.com/reader/full/hsbgn-lamongan-2015 292/296

RAB PAGAR R#"AH NEGARA

RICIAN BIA>A STANDAR PAGAR DEPAN RUMAH NEGARA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+Sa)uan

B PAGAR SAMPING )inggi "

B.1 Peker:aan P/ndasi Ba)uka*i

1 #li#& #&#", d#l#m $d 1 m m3 2.10 60,500 127,0502 P#$. ?!#& #$i! m3 0.15 198,400 29,760

3 A#&$#mi& # k#li m3 0.45 536,400 241,380

4 P#$. o&d#$i # k#li 1=4 (e$i 1 = 4 m3 1.08 879,600 949,968

5 ?!#& #&#" kem#li (i$i o&d#$i m3 0.42 20,200 8,484

6 B#& #&#" Did#l#m $ie m3 1.68 26,500 44,520

B.2 Peker:aan S*//f

1 Beki$i& $loo eo& /# e!e&#& m2 1.80 256,500 461,700

2 Tl#&#& e$i eo& ?-24 k 30.81 11,300 348,172

3 Beo& / - 175 m3 0.09 1,111,300 100,017

B.3 Peker:aan K/*/ Prak)is

1 Beki$i& $loo eo& * #+# ?-24 m2 0.80 256,500 205,200

2 Tl#&#& e$i eo& ?-24 k 23.92 11,300 270,288

3 Beo& / - 175 m3 0.04 1,111,300 44,452

B.4 Peker:aan Ring-a*k

2 Beki$i& P!#ki$ eo& /# e!e&#& m2 1.20 73,200 87,840

1 Tl#&#& e$i eo& ?-24 k 29.12 11,300 329,054

3 Beo& / - 175 m3 0.06 1,111,300 66,678

B.5 Peker:aan Dinding

1 P#$. Di&di& # ## #d 1=4 (e$i 1 = 4 m2 12.00 123,400 1,480,800

2 P#$. Ple$e! #i#& #d. 1=4 (e$i 1 = 4 m2 12.00 55,200 662,400

3 e *o;ile m2 12.00 20,000 240,000

TOTAL@ Rp+

Ppn 2#F Rp+

T/)a*

Pan:ang pagar@

Harga pagar <

Di-u*a)kan <

RINCIAN BIA>A STANDAR PAGAR BELAKANG RUMAH NEGARA

C# di&di& d#l#m #!lieml$io& /.II

7/17/2019 HSBGN LAMONGAN 2015

http://slidepdf.com/reader/full/hsbgn-lamongan-2015 293/296

RAB PAGAR R#"AH NEGARA

RICIAN BIA>A STANDAR PAGAR DEPAN RUMAH NEGARA

N/ Uraian Peker:aan Ke)erangan ?/*ueHarga Sa)uan (u*a

Rp+Sa)uan

C PAGAR BELAKANG )inggi "@9#

C.1 Peker:aan P/ndasi Ba)uka*i

1 #li#& #&#", d#l#m $d 1 m m3 2.10 60,500 127,0502 P#$. ?!#& #$i! m3 0.15 198,400 29,760

3 A#&$#mi& # k#li m3 0.45 536,400 241,380

4 P#$. o&d#$i # k#li 1=4 (e$i 1 = 4 m3 1.08 879,600 949,968

5 ?!#& #&#" kem#li (i$i o&d#$i m3 0.42 20,200 8,484

6 B#& #&#" Did#l#m $ie m3 1.68 26,500 44,520

C.2 Peker:aan S*//f

1 Beki$i& $loo eo& /# e!e&#& m2 1.80 256,500 461,700

2 Tl#&#& e$i eo& ?-24 k 30.81 11,300 348,172

3 Beo& / - 175 m3 0.09 1,111,300 100,017

C.3 Peker:aan K/*/ Prak)is

1 Beki$i& $loo eo& * #+# ?-24 k 1.00 256,500 256,500

2 Tl#&#& e$i eo& ?-24 m2 1.00 11,300 11,300

3 Beo& / - 175 m3 0.05 1,111,300 55,565

C.4 Peker:aan Ring-a*k

2 Beki$i& P!#ki$ eo& /# e!e&#& m2 1.20 73,200 87,840

1 Tl#&#& e$i eo& ?-24 k 29.12 11,300 329,054

3 Beo& / - 175 m3 0.06 1,111,300 66,678

C.5 Peker:aan Dinding

1 P#$. Di&di& # ## #d 1=4 (e$i 1 = 4 m2 15.00 123,400 1,851,000

2 P#$. Ple$e! #i#& #d. 1=4 (e$i 1 = 4 m2 15.00 55,200 828,000

3 e *o;ile m2 15.00 20,000 300,000

TOTAL@ Rp+

Ppn 2#F Rp+

T/)a*

Pan:ang pagar@

Harga pagar <

Di-u*a)kan <

# & & # #m #!

7/17/2019 HSBGN LAMONGAN 2015

http://slidepdf.com/reader/full/hsbgn-lamongan-2015 294/296

RAB PAGAR R#"AH NEGARA

! Harga

p+

1,401,162

909,889

250,338

4,466,250

2,382,060

8@9=5@=##

89=@5=#

2#@928@8=#

=

2@$95@5"$

2@$9#@###

7/17/2019 HSBGN LAMONGAN 2015

http://slidepdf.com/reader/full/hsbgn-lamongan-2015 295/296

RAB PAGAR R#"AH NEGARA

! Harga

p+

1,401,162

909,889

314,740

395,732

2,383,200

9@=8$@$=5

9=8@$$=

=@"=$@93#

=

2@#33@98#

2@#3#@###

7/17/2019 HSBGN LAMONGAN 2015

http://slidepdf.com/reader/full/hsbgn-lamongan-2015 296/296

RAB PAGAR R#"AH NEGARA

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