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    :::

    R E K A P I T U L A S I

    NO. URAIAN VOLUME SAT. ARGA SATUA JUMLAH HARGA KE

    .- Pembuatan Direksi Keet / Gudang 1.00 Ls 5,000,000.00 5,000,000.00- Pek. Pengukuran dan Pas. Bowplank 1.00 ! "1,#"1.0" 1,"#,$1.%0- Papan &ama Pro'ek 1.00 B( 500,000.00 500,000.00

    7,427,612.80

    . ).00 *nit + +

    SUB TOTAL RE!"

    PPN 10 # RE!"

    TOTAL RE!"

    DIBULATKAN RE!"

    :

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    PROGRAM : PEMBANGUNAN SARANA DAN PRASARANA

    KEGIATAN : REHABILITASI POS JAGA SAT POL PP

    L O K A S I : KABUPATEN SORONG

    TAHUN ANGGARAN : 2013

    REN$ANA ANGGRAN BIA%A &RAB'

    HARGA J

    NO URAIAN PEKERJAAN VOLUME SAT. SATUAN

    &RP'

    I. PEKERJAAN TANAH ) PONDASI

    1 . Galian ana( $.15 51,50.00

    . Pasangan Batu Gunung 1 P2 3 ) Ps .$ 1,"#1,1$$.)"

    . Pasangan Batu Kosong 1.)) 1,50,"$5.1)

    ) . *rugan Pasir Bawa( Pondasi 0.)$ $$#,00.00

    5 . *rugan Pasir Bawa( Lantai .10 $$#,00.00

    $ . *rugan ana( Kembali .05 1#,0%.

    # . *rugan ana( dan Pemadatan ".0 0,00.00

    J*+- 1

    II. PEKERJAAN BETON

    1 . 4loo 1 6 15 7150 kg/m8 0.1% +

    . Kolom Praktis 1 6 1 71%# kg/m8 0.)5 +

    . ing Balok 1/15 71$ kg/m8 0.1% 10,1,$0".5

    ) . ing Balok 1/1 71$ kg/m8 0.) 10,1,$0".5

    5 . abat Beton 1 p2 3 ps 3 5 kr .1# ,1%#,$%).10

    $ . 9or Plat Beton 7105 kg/m8 0.5 +

    J*+-

    III. PEKERJAAN DINDING

    1 . Pas, Batu Bata !era( rasram 1/ batu 1 P2 3 Ps %.5 !: 0,#5#.1

    . Pas. Batu Bata !era( Dinding 1/ batu 1 P2 3 ) Ps 1".01 !: 1$,15.)$

    . Plest. ; 1.%0 !: 55#,$)5.)

    . Daun pintu Panel Lapis 4eng Plat 1.#0 !: +

    ) . ?entilasi Ka'u @ Aalusi Ka'u 0.)5 !: )0),"%#.1)

    J*+-

    V. PEKERJAAN LANTAI

    1 . Keramik lantai )0 6 )0 ".$ !: 0%,.01

    . Keramik Dinding Kamar !andi @ Bak 0 6 5 10.0 !: + . Keramik lantai Kamar !andi 0 6 0 .$ !: 5#,1%).)%

    J*+-

    VI. PEKERJAAN ATAP

    1 . angka Kuda-Kuda Ka'u 5/10 Klas > 0.5% ! #,1##,%0#.

    . Gording Ka'u 5/10 Klas > 0.1 ! $,55,$.

    . Listplank Ka'u Klas > .00 !C %0,$$.00

    ) .

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    HARGA

    NO URAIAN PEKERJAAN VOLUME SAT. SATUAN

    &RP'

    J*+-

    I. PEKERJAAN LISTRIK

    1 . Lampu 4L watt 76pose8@ itting $.00 B( #0,00.00

    . 4top Kontak 1.00 B( #,00.00

    . 4aklar Ganda 1.00 B( #,00.00

    ) . 4aklar unggal .00 B( #,00.00

    5 . 1 *nit Bo6 Limit @ !9B 1.00 B( )",%$0.00

    $ . >nstalasi Listrik 11.00 itik %$,000.00

    J*+-

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    HARGA

    NO URAIAN PEKERJAAN VOLUME SAT. SATUAN

    &RP'

    . PEKERJAAN PENGE$ATAN

    1 . 9at dinding luar / dalam 5).5 !: $,#01.00

    . 9at listplank Ka'u %.5 !: 5#,)).00

    . 9at plaond @ list Prol ka'u ."% !: $,#01.00

    ) . 9at Kusen,Pintu ; Aendela 1)."$ !: 5#,)).00

    J*+-

    I. PEKERJAAN SANITAIR

    1 . Kloset Aongkok Porselin Puti( 1.00 B( 5"1,1.#

    . Kran air 1.00 B( )$,50.00

    . P

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    &9?. PEKERJAAN STRUKTUR1 Pek. 4loe Beton 15/0

    - Beton 700 Kg Besi @ Bekisting8 0.15 ! + +

    Pek. Kolom Praktis 1/1

    - Beton 700 Kg Besi @ Bekisting8 0.)# ! + +

    Pek. ingbalk 1/1# @ 4opi-4opi

    - Beton 700 Kg Besi @ Bekisting8 0.#5 ! + +

    S*> T?- V &B' @@@@@@@@@@ RE!

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    NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SAT. JUMLAH HARGA

    &R(.' &R(.'

    1 ) 5 $ #

    ?. PEKERJAAN KUSEN, PINTU ) JENDELA .

    1 Pas. Kusen pintu dan ?entilasi Ka'u Kls.1 0.0# ! + +

    Pas. Pintu Panel Ka'u Kls. 1 .$% ! + +

    Pas. Aalusi entilasi 0.)%0 ! + +

    ) Kun2i pintu 6 putar .000 B( + + 5 Pas. Grendel pintu .000 B( + +

    $ T?- VIII@.@@@@@@@@@@@ RE!

    ?>. PEK.RANGKA, ATAP DAN PLA!OND

    1 Pek. angka Kuda-Kuda 5/10 Ka'u Kls.1 0.$0 ! + +

    Pek. Balok gording @ &ok 5/10 Ka'u Kls.1 0.1$5 ! + +

    > 10.#0 ! + +

    # Pas. Plaond ripleks t.)mm 10.#0 ! + +

    % List plaond prol Ka'u Kelas >> )5.5%0 !C + +S*> T?- I.. @@@@@@@@@@@ RE!

    ?>>. PEKERJAAN INSTALASI LISTRIK

    1 itik Listrik $.000 tk + +

    Lampu L Eatt e6pose ).000 B( + +

    itting lampu ).000 B( 1$,500.00 $$,000.0

    ) 4aklar ganda .000 B( + +

    5 4ekring @ !9B 1.000 B( 50,000.00 50,000.0

    S*> T?- I. @@@@@@@@@@@ RE!

    ?>>>. PEKERJAAN SANITASI

    1 Pas. Pipa air Bersi( 1/CC

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    NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SAT. JUMLAH HARGA

    &R(.' &R(.'

    1 ) 5 $ #

    1 Pek.9at Ka'u Baru $.$ ! 5#,)).00 $,5.#

    Pek. 9at List Plank 5.0#$ ! 5#,)).00 "1,)%).

    Pek.9at dinding baru 11."" ! $,#01.00 ),11,)"."

    ) Pek.9at Plaond 10.#0 ! 5,$5.00 5#,#%%.5

    S*> T?- III @@@@@@@@@@@ /,314,018.4/

    . PEKERJAAN PEMBERSIHAN

    1 !embersi(kan 4isa Peker=aan 1.000 Ls 00,000.00 00,000.0

    S*> T?- V @@@@@@@@@@@@ 300,000.00

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    ANALISA HARGA SATUAN BO= 2013

    PEKERJAAN KA%U

    >&DK 4 < & I

    0.0%00 ! Balok besi M ),%5$,$$$.$# %%,5.

    0.5100 I tukang ka'u M %5,000.00 )

    0.%#50 I peker=a M $5,000.00 5$

    0.0510 I kepala tukang M "0,000.00 )

    0.0))0 I mandor M 100,000.00 )

    A*!L

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    >&DK 4 < & I0.%00 I peker=a M $5,000.00 1%

    0.0%00 I kepala tukang M "0,000.00 #

    0.01)0 I mandor M 100,000.00 1

    A*!L

    0.000 Kg paku beton M )#,%1#.%$ ",5$.5#

    0.%000 I tukang ka'u M %5,000.00 $%

    0.%00 I peker=a M $5,000.00 1%

    0.0%00 I kepala tukang M "0,000.00 #

    0.0100 I mandor M 100,000.00 1

    A*!L

    0.%000 I tukang ka'u M %5,000.00 $%

    0.%00 I peker=a M $5,000.00 1%

    0.0%00 I kepala tukang M "0,000.00 #

    0.0100 I mandor M 100,000.00 1

    A*!L&D>&G 4*4*& 4>>I P

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    >&DK 4 < & I

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    KEGIATAN :

    L O K A S I :

    TAHUN ANGGARAN :Periode

    N. U R A I A N BOBOT 'BULAN KE

    M51 M52 M

    17 814 1

    D>?>4> 1. *!*!

    1. M>;;-; 1.2 0.05 0.05

    D>?>4> . D&?>4> . PKA4> 5. PK-- B?9 K** 7.36

    D>?>4> #. 4*K*

    #. 7$8 A9C-+-9 K--? %-95 D;- &= =; M' 16.13

    A*!LL BB PKA

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    TIME S$HEDULE

    =AKTU PELAKSANAAN

    KEII BULAN KEIII BULAN KEIV BULAN

    M57 M58 M5 M510 M511 M512 M513 M514 M51/ M516 M517 M518

    434 /0/6 /763 6470 7177 7884 8/1 28 10/ 106112 11311 120126

    0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

    0.0 0.0 0.0 0.0

    0.") 0.") 0.") 0.") 0.") 0.") 0.") 0.") 0.") 0.")

    0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$"

    .)" .)" .)" .)" .)" .)" .)" .)" .)" .)" .)" .)"

    0.$# 0.$# 0.$# 0.$# 0.$# 0.$# 0.$# 0.$# 0.$# 0.$#

    0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0

    5.#) 5.#) 5.#) 5.#) 5.#) 5.#) 5.#) 5.#) 5.#$ 5.#$ ).15 ).15

    1$. .0# #.%0 .5) ".% )5.01 50.#5 5$.)% $.) $%.00 #.1) #$."

    Eaisai, 1 4eptember 015

    P&

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    Direktur *tama

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    KETERANGANKEVI BULAN KEVII

    M523 M524 M52/ M526

    1//161 162168 1617/ 176180

    0.05 0.05 0.05 0.05

    .)" .)" .)" .)"

    .5) .5) .5) .5)

    ".% ")." "#.)$ 100.00

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    KEGIATAN RE!"

    L O K A S I RE!"

    TAHUN ANGGARAN RE!"

    DA!TAR ANALISA SATUAN

    I.PEKERJAAN TANAH DAN PONDASI &SNI 283/:2008' ) &SNI 2836:2008'

    1 + P95**-9 -9 (+--95-9 >*(-9 & SNI R;; 2002 '

    Ka'u 5/# klas >> 0.01 p. ,"),%5#.1) O p. )#,1).

    Paku biasa 0.00 Kg p. ,%)0.00 O p. )#$.%

    Ka'u papan /0 0.00# p. ,"),%5#.1) O p. #,$00.0

    Peker=a 0.100 ( p. $5,000.00 O p. $,500.0ukang ka'u 0.100 ( p. %5,000.00 O p. %,500.0

    Kepala ukang 0.010 ( p. "0,000.00 O p. "00.0

    !andor 0.005 ( p. 100,000.00 O p. 500.0

    p. 1,71.0

    Peker=a 0.#50 ( p. $5,000.00 O p. )%,#50.0

    !andor 0.05 ( p. 100,000.00 O p. ,500.0

    p. /1,2/0.00

    Peker=a 0."00 ( p. $5,000.00 O p. 5%,500.0

    !andor 0.0)5 ( p. 100,000.00 O p. ),500.0

    p. 63,000.00

    Peker=a 1.050 ( p. $5,000.00 O p. $%,50.0

    !andor 0.0$# ( p. 100,000.00 O p. $,#00.0

    p. 74,/0.00

    Batu bela( 15/0 1.00 p. %55,#1)." O p. 1,0$,%5#.1

    4emen Portland 1$.000 Kg p. ,).)5 O p. "$,)%".

    Pasir Pasang 0.50 p. #1$,000.00 O p. #,0.0

    Peker=a 1.500 ( p. $5,000.00 O p. "#,500.0

    ukang batu 0.#50 ( p. %5,000.00 O p. $,#50.0

    Kepala tukang 0.0#5 ( p. "0,000.00 O p. $,#50.0

    !andor 0.0#5 ( p. 100,000.00 O p. #,500.0

    p. 1,71,166.4

    Batu bela( 15/0 1.00 p. %55,#1)." O p. 1,0$,%5#.1

    Pasir *rug 0.) p. 5",000.00 O p. ,%)%.0

    Peker=a 0.#%0 ( p. $5,000.00 O p. 50,#00.0

    ukang batu 0."0 ( p. %5,000.00 O p. ,150.0

    Kepala tukang 0.0" ( p. "0,000.00 O p. ,510.0!andor 0.0" ( p. 100,000.00 O p. ,"00.0

    p 1 3/0 6/ 14

    m

    m

    1 +3 G-;-9 T-9- B;-- --+ 1 +?

    1 +3 G-;-9 T-9- B;-- --+ 2 +?

    1 +3 G-;-9 T-9- B;-- --+ 3 +?

    1 +3 P--95 P9-; >-?* 5*9*95 1 PF : 4 P

    m

    m

    1 +3 P--95 P9-; >-?* 95

    m

    m

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    DA!TAR ANALISA SATUAN

    Peker=a 0.50 ( p. $5,000.00 O p. 1$,50.0

    !andor 0.00% ( p. 100,000.00 O p. %.

    p. 17,083.33

    ana( *rug 1.00 p. 15",000.00 O p. 1"0,%00.0

    Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0

    !andor 0.100 ( p. 100,000.00 O p. 10,000.0

    0,00.0

    4irtu 1.00 p. )$,. O p. 55$,000.0

    Peker=a 0.50 ( p. $5,000.00 O p. 1$,50.0

    !andor 0.05 ( p. 100,000.00 O p. ,500.0

    p. 220,300.002/ +1 P+-9F-95-9 K-C* M-95;+-95; & A9-;- BO= '

    Ka'u !angi-mangi Dia 102m 0.000 !1 $,500.00 O p. #"5,000.0

    -95*9-9

    m

    1 +3M+--?-9 T-9- & ( 20 F+ '

    m

    m

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    DA!TAR ANALISA SATUAN

    Kepala tukang 0. ( p. "0,000.00 O p. ",0#0.0

    !andor 0.% ( p. 100,000.00 O p. %,00.0

    p. RE!

    1+3 M+>*-? + >?9 >?*-95 & 300 5 >; >?;95 'Ka'u papan klas >> 0.)00 ! p. ,"),%5#.1) O p. 1,5##,1).%

    Paku biasa ).000 Kg p. ,%)0.00 O p. "5,$0.0

    !in'ak bekisting .000 Lt p. ),0)0.00 O p. %,0%0.0

    Besi beton polos + Kg p. 1",5"%.00 O p. +

    Kawat beton ).500 Kg p. $,$5#.1) O p. 1$),"5#.1

    4emen portland $.000 Kg p. ,).)5 O p. %1#,0.

    Pasir beton 0.5)0 ! p. #)5,500.00 O p. )0,5#0.0

    Koral beton 0.%10 ! p. 1,00,000.00 O p. 1,05,000.0

    Ka'u balok 5/10 klas >> 0.150 ! p. ,"),%5#.1) O p. 5"1,)%.5

    Pl'wood " mm .500 Lbr p. "0,%00.00 O p. 1,01#,%00.0Dolken - % 2m / ) m 0.000 Btg p. ,%. O p. )5$,$$$.$

    Peker=a #.050 ( p. $5,000.00 O p. )5%,50.0

    ukang batu 0.#5 ( p. %5,000.00 O p. ,#5.0

    ukang ka'u 1.$50 ( p. %5,000.00 O p. 1)0,50.0

    ukang besi .100 ( p. %5,000.00 O p. 1#%,500.0

    Kepala tukang 0.)0 ( p. "0,000.00 O p. $,#0.0

    !andor 0.5 ( p. 100,000.00 O p. 5,00.0

    p. RE!

    1+3 M+>*-? >- >?9 >?*-95 & 200 5 >; >?;95 '

    Ka'u papan klas >> 0.0 ! p. ,"),%5#.1) O p. 1,$1,#1).

    Paku biasa .00 Kg p. ,%)0.00 O p. #$,%%.0

    !in'ak bekesting 1.$00 Lt p. ),0)0.00 O p. $,)$).0

    Besi beton polos 10.000 Kg p. 1",5"%.00 O p. ),115,5%0.0

    Kawat beton .000 Kg p. $,$5#.1) O p. 10","#1.)

    4emen portland $.000 Kg p. ,).)5 O p. %1#,0.

    Pasir beton 0.5)0 ! p. #)5,500.00 O p. )0,5#0.0

    Koral beton 0.%10 ! p. 1,00,000.00 O p. 1,05,000.0

    Ka'u balok 5/10 klas >> 0.1)0 ! p. ,"),%5#.1) O p. 55,000.0

    Pl'wood " mm .%00 Lbr p. "0,%00.00 O p. %1),)0.0

    Dolken - % 2m / ) m 1$.000 Btg p. ,%. O p. $5,.

    Peker=a $.50 ( p. $5,000.00 O p. )1,#50.0ukang batu 0.#5 ( p. %5,000.00 O p. ,#5.0

    ukang ka'u 1.$50 ( p. %5,000.00 O p. 1)0,50.0

    ukang besi 1.)00 ( p. %5,000.00 O p. 11",000.0

    Kepala tukang 0. ( p. "0,000.00 O p. ","#0.0

    !andor 0.1% ( p. 100,000.00 O p. 1,%00.0

    p.

    1+3 M+>*-? (-? >?9 >?*-95 & 1/0 5 >; >?;95 '

    Ka'u papan klas >> 0.0 ! p. ,"),%5#.1) O p. 1,$1,#1).

    Paku biasa .00 Kg p. ,%)0.00 O p. #$,%%.0

    !in'ak bekesting 1.$00 Lt p. ),0)0.00 O p. $,)$).0Besi beton polos + Kg p. 1",5"%.00 O p. +

    Kawat beton .50 Kg p. $,$5#.1) O p. %,)#%.5

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    DA!TAR ANALISA SATUAN

    Dolken - % 2m / ) m .000 Btg p. ,%. O p. #0,$$$.$

    Peker=a 5.00 ( p. $5,000.00 O p. )),500.0

    ukang batu 0.#5 ( p. %5,000.00 O p. ,#5.0

    ukang ka'u 1.00 ( p. %5,000.00 O p. 110,500.0ukang besi 1.050 ( p. %5,000.00 O p. %",50.0

    Kepala tukang 0.$5 ( p. "0,000.00 O p. ,%50.0

    !andor 0.$5 ( p. 100,000.00 O p. $,500.0

    p. RE!

    4emen portland $.000 Kg p. ,).)5 O p. #","#%.#

    Pasir beton #$0.000 Kg p. 5.50 O p. )0),#00.0

    Batu Pe2a( 7 maksomum 0 mm 8 10".000 Kg p. #. O p. #),1$$.$

    ;-9 95-9 >; ( -?-* >; *;

    Besi betobn 7polos/ulir8 10.500 Kg p. 1",5"%.00 O p. 05,##".0

    Kawat beton 0.150 Kg p. $,$5#.1) O p. 5,)"%.5

    Peker=a 0.0#0 ( p. $5,000.00 O p. ),550.0

    ukang besi 0.0#0 ( p. %5,000.00 O p. 5,"50.0

    Kepala tukang 0.00# ( p. "0,000.00 O p. $0.0

    !andor 0.00) ( p. 100,000.00 O p. )00.0p. 222,807./7

    Pembesian 1 Kg p. 22,280.76

    1+3 B?9 +*?* F 14,/ M(- & K17/ ', S*+( &12 2' F+,

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    DA!TAR ANALISA SATUAN

    ukang besi 0.$0 ( p. %5,000.00 O p. ,100.0

    Kepala tukang 0.0$ ( p. "0,000.00 O p. ,)0.0

    !andor 0.0$ ( p. 100,000.00 O p. ,$00.0

    p. 226,110.21 M B;?;95 *9?*

    Ka'u Kelas 0.0)5 ! p. ,"),%5#.1) O p. 1##,)%.5

    Paku 52m - 102m 0.00 Kg p. ,%)0.00 O p. #,15.0

    !in'ak bekisting 0.100 Ltr p. ),0)0.00 O p. )0).0

    Peker=a 0.50 ( p. $5,000.00 O p. ,%00.0

    ukang besi 0.$0 ( p. %5,000.00 O p. ,100.0

    Kepala tukang 0.0$ ( p. "0,000.00 O p. ,)0.0

    !andor 0.0$ ( p. 100,000.00 O p. ,$00.0

    p. 24/,824./7

    1 M B;?;95 *9?* +Ka'u Kelas 0.0)0 ! p. ,"),%5#.1) O p. 15#,#1).

    Paku 52m - 102m 0.)00 Kg p. ,%)0.00 O p. ",5$.0

    !in'ak bekisting 0.00 Ltr p. ),0)0.00 O p. %0%.0

    Balok ka'u kelas 0.015 ! p. ,"),%5#.1) O p. 5",1).%

    Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0

    .000 Btg p. 10$,000.00 O p. 1,000.0

    Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0

    ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0

    Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0

    !andor 0.0 ( p. 100,000.00 O p. ,00.0

    p. 618,201.14

    1 M B;?;95 *9?* >-

    Ka'u Kelas 0.0)0 ! p. ,"),%5#.1) O p. 15#,#1).

    Paku 52m - 102m 0.)00 Kg p. ,%)0.00 O p. ",5$.0

    !in'ak bekisting 0.00 Ltr p. ),0)0.00 O p. %0%.0

    Balok ka'u kelas 0.01% ! p. ,"),%5#.1) O p. #0,"#1.)

    Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0

    .000 Btg p. 10$,000.00 O p. 1,000.0

    Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0

    ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0

    Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0!andor 0.0 ( p. 100,000.00 O p. ,00.0

    p. 630,02.7

    1 M B;?;95 *9?* (-? -9?-;

    Ka'u Kelas 0.0)0 ! p. ,"),%5#.1) O p. 15#,#1).

    Paku 52m - 102m 0.)00 Kg p. ,%)0.00 O p. ",5$.0

    !in'ak bekisting 0.00 Ltr p. ),0)0.00 O p. %0%.0

    Balok ka'u kelas 0.015 ! p. ,"),%5#.1) O p. 5",1).%

    Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0

    $.000 Btg p. 10$,000.00 O p. $$,000.0

    Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0

    Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0

    Dolken ka'u galam, H7%-1082m, pO)m

    Dolken ka'u galam, H7%-1082m, pO)m

    Dolken ka'u galam, H7%-1082m, pO)m

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    DA!TAR ANALISA SATUAN

    !in'ak bekisting 0.00 Ltr p. ),0)0.00 O p. %0%.0

    Balok ka'u kelas 0.00 ! p. ,"),%5#.1) O p. #%,%5#.1

    Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0

    .000 Btg p. 10$,000.00 O p. 1%,000.0ormite/pen=aga =arak bekisting/spa2er ).000 B( p. 10,000.00 O p. )0,000.0

    Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0

    ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0

    Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0

    !andor 0.0 ( p. 100,000.00 O p. ,00.0

    p. 744,486.86

    1 M B;?;95 *9?* ?-955-

    Ka'u Kelas 0.00 ! p. ,"),%5#.1) O p. 11%,%5.#

    Paku 52m - 102m 0.)00 Kg p. ,%)0.00 O p. ",5$.0

    !in'ak bekisting 0.150 Ltr p. ),0)0.00 O p. $0$.0Balok ka'u kelas 0.015 ! p. ,"),%5#.1) O p. 5",1).%

    Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0

    .000 Btg p. 10$,000.00 O p. 1,000.0

    Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0

    ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0

    Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0

    !andor 0.0 ( p. 100,000.00 O p. ,00.0

    p. /78,/70./7

    III. PEKERJAAN DINDING &SNI 687:2008' ) &SNI 73/:2008'

    Batu tela lokal "0.000 B( p. ,%.) O p. 5),10%.5

    4emen portland ).500 Kg p. ,).)5 O p. 105,%11.5

    Pasir pasang 0.0%0 p. #1$,000.00 O p. 5#,%0.0

    Peker=a 0.$00 ( p. $5,000.00 O p. ",000.0

    ukang batu 0.00 ( p. %5,000.00 O p. 1#,000.0

    Kepala tukang 0.00 ( p. "0,000.00 O p. 1,%00.0

    !andor 0.00 ( p. 100,000.00 O p. ,000.0

    p. 478,000.1

    Batu tela lokal )5.000 B( p. ,%.) O p. 1#,05).

    4emen portland 1%."50 Kg p. ,).)5 O p. )$,0")."Pasir pasang 0.0% p. #1$,000.00 O p. #,0%.0

    Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0

    ukang batu 0.100 ( p. %5,000.00 O p. %,500.0

    Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0

    !andor 0.015 ( p. 100,000.00 O p. 1,500.0

    p. 230,7/7.2

    Batu tela lokal )5.000 B( p. ,%.) O p. 1#,05).

    4emen portland 11.500 Kg p. ,).)5 O p. #,"#.1

    Pasir pasang 0.0) p. #1$,000.00 O p. 0,#%%.0Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0

    ukang batu 0.100 ( p. %5,000.00 O p. %,500.0

    Dolken ka'u galam, H7%-1082m, pO)m

    Dolken ka'u galam, H7%-1082m, pO)m

    1 +2 P--95-9 >-?* B-?- M- ?>- 1 >-?-, 1PF : 2 P

    m

    1 +2 P--95-9 >-?* B-?- M- ?>- 1-?-, 1PF : 2 P

    m

    1 +2 P--95-9 >-?* B-?- M- ?>- 1-?-, 1PF : 4P

    m

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    DA!TAR ANALISA SATUAN

    Peker=a 0.00 ( p. $5,000.00 O p. 1,000.0

    ukang batu 0.100 ( p. %5,000.00 O p. %,500.0

    Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0

    !andor 0.010 ( p. 100,000.00 O p. 1,000.0p. 31,30/.46

    4emen portland 10.) Kg p. ,).)5 O p. ),%$".

    Pasir pasang 0.00 p. #1$,000.00 O p. 1),0.0

    Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0

    ukang batu 0.150 ( p. %5,000.00 O p. 1,#50.0

    Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0

    !andor 0.015 ( p. 100,000.00 O p. 1,500.0

    p. 74,28.37

    4emen portland $.)0 Kg p. ,).)5 O p. 15,1#%.)

    Pasir pasang 0.0) p. #1$,000.00 O p. 1#,1%).0

    Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0

    ukang batu 0.150 ( p. %5,000.00 O p. 1,#50.0

    Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0

    !andor 0.015 ( p. 100,000.00 O p. 1,500.0

    p. 67,462.4

    IV. PEKERJAAN PINTU DAN JENDELA & SNI 3434:2008 '

    Ka'u Klas >, balok 1.100 p. ),%5$,$$$.$# O p. 5,),.

    Paku 10 2m 1.50 Kg p. ,%)0.00 O p. ",%00.0

    Lem Ka'u 1.000 Kg p. ,#5#.1) O p. ,#5#.1

    Peker=a #.000 ( p. $5,000.00 O p. )55,000.0

    ukang ka'u 1.000 ( p. %5,000.00 O p. 1,#%5,000.0

    Kepala tukang .100 ( p. "0,000.00 O p. 1%",000.0

    !andor 0.50 ( p. 100,000.00 O p. 5,000.0

    p. 7,8/8,80.48

    Papan Ka'u Klas > 0.0)0 p. ),%5$,$$$.$# O p. 1"),$$.$

    Lem Ka'u 0.500 Kg p. ,#5#.1) O p. 11,#%.5

    Peker=a 1.000 ( p. $5,000.00 O p. $5,000.0ukang ka'u .000 ( p. %5,000.00 O p. 55,000.0

    Kepala tukang 0.00 ( p. "0,000.00 O p. #,000.0

    !andor 0.050 ( p. 100,000.00 O p. 5,000.0

    p. //7,64/.24

    Ka'u Papan Klas > 0.0) p. ),%5$,$$$.$# O p. 11$,5$0.0

    Lem Ka'u 0.00 Kg p. ,#5#.1) O p. $,%#.1

    Peker=a 0.%00 ( p. $5,000.00 O p. 5,000.0

    ukang ka'u .)00 ( p. %5,000.00 O p. 0),000.0Kepala tukang 0.)0 ( p. "0,000.00 O p. 1,$00.0

    !andor 0.0)0 ( p. 100,000.00 O p. ),000.0

    1 +2P--9 (?-9 ,?>- 1/++ 1PF : 2 P

    m

    1 +

    2

    P--9 (?-9 1PF : 4 P,?>- 1/++

    m

    1 +3P--9 P--95 K*9 P;9?* -9 J9- K-C* K-

    m

    1 +2 P--9 P--95 P;9?* P-9 K-C* K- I

    m

    1 +2 P;9?* D-9 J9- -F- K-C* K. 1

    m

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    DA!TAR ANALISA SATUAN

    Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0

    !andor 0.001 ( p. 100,000.00 O p. #5.0

    p. 130,411./3

    Ka'u Papan Klas > 0.0$) p. ),%5$,$$$.$# O p. 10,%$.$

    Lem Ka'u 0.500 Kg p. ,#5#.1) O p. 11,#%.5

    Peker=a 1.000 ( p. $5,000.00 O p. $5,000.0

    ukang ka'u .000 ( p. %5,000.00 O p. 55,000.0

    Kepala tukang 0.00 ( p. "0,000.00 O p. #,000.0

    !andor 0.050 ( p. 100,000.00 O p. 5,000.0

    p. 674,20/.24

    V. PEKERJAAN PENUTUP LANTAI DAN DINDING & SNI 73/:2008 '

    Batu

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    DA!TAR ANALISA SATUAN

    1 + P--95 K-+; 20 20 F+

    Keramik 0 6 0 $.500 b( p. ,$%$.00 O p. "#,$#".0

    4emen portland 10.)00 Kg p. ,).)5 O p. 5,"#.)

    Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.04emen warna 1.$0 Kg p. 1,)00.00 O p. 0,0%%.0

    Peker=a 0.#00 ( p. $5,000.00 O p. )5,500.0

    ukang batu 0.50 ( p. %5,000.00 O p. ",#50.0

    Kepala tukang 0.05 ( p. "0,000.00 O p. ,150.0

    !andor 0.05 ( p. 100,000.00 O p. ,500.0

    p. 2/7,184.48

    Keramik 0 6 5 .000 b( p. ,%#5.00 O p. %5,50.0

    4emen portland 10.)00 Kg p. ,).)5 O p. 5,"#.)

    Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.04emen warna 1.$0 Kg p. 1,)00.00 O p. 0,0%%.0

    Peker=a 0.#00 ( p. $5,000.00 O p. )5,500.0

    ukang batu 0.50 ( p. %5,000.00 O p. ",#50.0

    Kepala tukang 0.05 ( p. "0,000.00 O p. ,150.0

    !andor 0.05 ( p. 100,000.00 O p. ,500.0

    p. 244,7//.48

    Keramik )0 6 )0 $.%#5 b( p. 15,50.00 O p. 10$,#00.0

    4emen portland ".%00 Kg p. ,).)5 O p. ,%%.0

    Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.0

    4emen warna 1.00 Kg p. 1,)00.00 O p. 1$,10.0

    Peker=a 0.50 ( p. $5,000.00 O p. 1$,50.0

    ukang batu 0.15 ( p. %5,000.00 O p. 10,$5.0

    Kepala tukang 0.01 ( p. "0,000.00 O p. 1,1#0.0

    !andor 0.01 ( p. 100,000.00 O p. 1,00.0

    p. 208,223.0

    Keramik $0 6 $0 .05$ b( p. 1#,%00.00 O p. "0,500.0

    4emen portland ".%00 Kg p. ,).)5 O p. ,%%.0

    Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.0

    4emen warna 1.00 Kg p. 1,)00.00 O p. 1$,10.0Peker=a 0.50 ( p. $5,000.00 O p. 1$,50.0

    ukang batu 0.15 ( p. %5,000.00 O p. 10,$5.0

    Kepala tukang 0.01 ( p. "0,000.00 O p. 1,1#0.0

    !andor 0.01 ( p. 100,000.00 O p. 1,00.0

    p. 42,023.0

    Keramik 0 6 0 $.500 b( p. ,$%$.00 O p. "#,$#".0

    4emen portland 10.)00 Kg p. ,).)5 O p. 5,"#.)

    Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.0

    4emen warna 1.$0 Kg p. 1,)00.00 O p. 0,0%%.0Peker=a 0.#00 ( p. $5,000.00 O p. )5,500.0

    ukang batu 0.50 ( p. %5,000.00 O p. ",#50.0

    m

    1 +P--95 D;9;95 K-+; 20 2/ F+ &-F*-9 -; P--9 ;9;95 K-+; 20 20, 6./4.'

    m

    1 +2P--95 K-+; L-9?-; **-9 40 40 F+ &-F*-9 -; P--9 K-+; 30 30, 6.3/.'

    m

    1 +2P--95 K-+; L-9?-; **-9 60 60 F+ &-F*-9 -; P--9 K-+; 30 30, 6.3/.'

    m

    1 +2 P--95 K-+; L-9?-; KM

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    DA!TAR ANALISA SATUAN

    Ka'u Klas >, balok 1.100 p. ),%5$,$$$.$# O p. 5,),.

    Besi strip 15.000 Kg p. 1",5"%.00 O p. ","#0.0

    Paku biasa 5.$00 Kg p. ,%)0.00 O p. 1,50).0

    Peker=a ).000 ( p. $5,000.00 O p. $0,000.0ukang ka'u 1.000 ( p. %5,000.00 O p. 1,00,000.0

    Kepala tukang 1.00 ( p. "0,000.00 O p. 10%,000.0

    !andor 0.00 ( p. 100,000.00 O p. 0,000.0

    p. 7,177,807.33

    Ka'u Klas > 1.100 p. ),%5$,$$$.$# O p. 5,),.

    Besi strip 15.000 Kg p. 1",5"%.00 O p. ","#0.0

    Paku biasa .000 Kg p. ,%)0.00 O p. #1,50.0

    Peker=a .)00 ( p. $5,000.00 O p. 15$,000.0

    ukang ka'u #.00 ( p. %5,000.00 O p. $1,000.0Kepala tukang 0.#0 ( p. "0,000.00 O p. $),%00.0

    !andor 0.10 ( p. 100,000.00 O p. 1,000.0

    p. 6,//2,623.33

    Kaso-kaso 75/#8 0.01) p. ),%5$,$$$.$# O p. $#,"".

    eng / 0.00) p. ),%5$,$$$.$# O p. 1#,)%).0

    Paku biasa 0.50 Kg p. ,%)0.00 O p. 5,"$0.0

    Peker=a 0.100 ( p. $5,000.00 O p. $,500.0

    ukang ka'u 0.100 ( p. %5,000.00 O p. %,500.0

    Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0

    !andor 0.005 ( p. 100,000.00 O p. 500.0

    p. 107,837.33

    1 + P--95 ;(-9 **-9 & 3 20 ' F+, -C* - I

    Papan Ka'u Klas. > 0.010% p. ),%5$,$$$.$# O p. 5,)5.0

    Paku biasa 0.100 Kg p. ,%)0.00 O p. ,%).0

    Peker=a 0.100 ( p. $5,000.00 O p. $,500.0

    ukang ka'u 0.00 ( p. %5,000.00 O p. 1#,000.0

    Kepala tukang 0.00 ( p. "0,000.00 O p. 1,%00.0

    !andor 0.005 ( p. 100,000.00 O p. 500.0

    p. 80,636.00

    Balok ka'u 0.0%0 p. ),%5$,$$$.$# O p. 15,"%$.$

    Paku biasa 0.150 Kg p. ,%)0.00 O p. ,5#$.0

    eakwood tebal ) mm uk. 102m6)02m 0.%$0 Lbr p. 1$,%. O p. 1)0,0$.$

    Lem ka'u 0.5$0 kg p. )5,51)." O p. 5,)%%.0

    Peker=a 0.150 ( p. $5,000.00 O p. ",#50.0

    ukang ka'u 0.)50 ( p. %5,000.00 O p. %,50.0

    Kepala tukang 0.0)5 ( p. "0,000.00 O p. ),050.0

    !andor 0.00% ( p. 100,000.00 O p. %00.0

    p. 217,122.671+2 P--95 A?-( S95 G+>-95 &AF*-9 -; SNI. 03 3436 2002'

    4eng Gelombang 0.#00 Lbr p. $%,. p. )#,%.

    m

    1 +3 P--95 G;95 -C* - I

    m

    1 +2 P--95 -95- -?-( 59?95 -+; -C* - I

    m

    m

    m

    1 +;9;95 (+;- ?- -95-(, -95-( -C* - 1

    m

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    DA!TAR ANALISA SATUAN

    p. 130,400.76

    1+2 P--95 A?-( M?- G+>-95 K?- &AF*-9 -; SNI. 03 3436 2002'

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    DA!TAR ANALISA SATUAN

    Ka'u Klas >>, balok 0.01$ p. ,"),%5#.1) O p. $),$%.5

    Paku biasa 0.50 p. ,%)0.00 O p. 5,"$0.0

    Peker=a 0.00 ( p. $5,000.00 O p. 1,000.0

    ukang ka'u 0.00 ( p. %5,000.00 O p. 5,500.0Kepala tukang 0.00 ( p. "0,000.00 O p. ,#00.0

    !andor 0.010 ( p. 100,000.00 O p. 1,000.0

    p. 112,428./7

    ripleks ) mm 0.#5 Lbr p. 5",000.00 O p. ,15.0

    Paku ripleks 0.00 Kg p. ,%)0.00 O p. #15.

    Peker=a 0.100 ( p. $5,000.00 O p. $,500.0

    ukang ka'u 0.100 ( p. %5,000.00 O p. %,500.0

    Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0

    !andor 0.005 ( p. 100,000.00 O p. 500.0p. E:/2

    G'psum board " mm 0.#5 Lbr p. 1"1,$$$.$# O p. #1,%#5.0

    Paku ripleks 0.110 Kg p. ,%)0.00 O p. ,$.)

    Peker=a 0.100 ( p. $5,000.00 O p. $,500.0

    ukang ka'u 0.050 ( p. %5,000.00 O p. ),50.0

    Kepala tukang 0.005 ( p. "0,000.00 O p. )50.0

    !andor 0.005 ( p. 100,000.00 O p. 500.0

    p. 86,17.40

    1 + P--95 L;? P -C* / F+

    Prol List 1.050 p. %,)5%. O p. %,%%1.

    Paku 0.010 kg p. ,"5#.1) O p. ".5

    Peker=a 0.050 ( p. $5,000.00 O p. ,50.0

    ukang ka'u 0.050 ( p. %5,000.00 O p. ),50.0

    Kepala tukang 0.005 ( p. "0,000.00 O p. )50.0

    !andor 0.00 ( p. 100,000.00 O p. 00.0

    p. 17,370.8

    1 + P--95 L;? P GC(*+ 10 F+

    Prol List 1.050 p. 5,$#1.) O p. #,)55.0

    epung g'psum 0.150 kg p. 5,00.00 O p. ,#%0.0

    Peker=a 0.0$0 ( p. $5,000.00 O p. ,"00.0ukang ka'u 0.0$0 ( p. %5,000.00 O p. 5,100.0

    Kepala tukang 0.00$ ( p. "0,000.00 O p. 5)0.0

    !andor 0.00 ( p. 100,000.00 O p. 00.0

    p. /1,07/.00

    VIII. PEKERJAAN KUN$I DAN KA$A &SNI EDISI REVISI 2002'

    1 B*- P--95 K*9F; P;9?*

    Kun2i Pintu 1.000 B( p. 50,00.00 O p. 50,00.0

    Peker=a 0.010 ( p. $5,000.00 O p. $50.0

    ukang ka'u 0.500 ( p. %5,000.00 O p. ),500.0Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0

    !andor 0.005 ( p. 100,000.00 O p. 500.0

    m

    m

    1 +2 L-95;? -95;? ?;( ?. 4 ++

    1 +2 L-95;? -95;? GC(*+ >- ?. ++

    m1

    m1

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    DA!TAR ANALISA SATUAN

    Kepala tukang 0.005 ( p. "0,000.00 O p. )50.0

    !andor 0.005 ( p. 100,000.00 O p. 50.0

    p. 126,22/.00

    1 B*- P--95 G9 P;9?* ?-9-+Grendel pintu 1.00000 B( p. $5,00.00 O p. $5,00.0

    Peker=a 0.01500 ( p. $5,000.00 O p. "#5.0

    ukang ka'u 0.15000 ( p. %5,000.00 O p. 1,#50.0

    Kepala tukang 0.01500 ( p. "0,000.00 O p. 1,50.0

    !andor 0.000#5 ( p. 100,000.00 O p. #5.0

    p. 80,3/0.00

    1 B*- P--95 G9 J9-

    Grendel Aendela 1.000 B( p. 5,00.00 O p. 5,00.0

    Peker=a 0.015 ( p. $5,000.00 O p. "#5.0

    ukang ka'u 0.150 ( p. %5,000.00 O p. 1,#50.0Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0

    !andor 0.000#5 ( p. 100,000.00 O p. #5.0

    p. /0,3/0.00

    1 B*- P--95 E95 P;9?*

    ngsel Pintu 1.000 B( p. 5,#00.00 O p. 5,#00.0

    Peker=a 0.015 ( p. $5,000.00 O p. "#5.0

    ukang ka'u 0.150 ( p. %5,000.00 O p. 1,#50.0

    Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0

    !andor 0.000#5 ( p. 100,000.00 O p. #5.0

    p. /0,8/0.00

    1 B*- P--95 E95 J9-

    ngsel Aendela 1.000 B( p. $,%50.00 O p. $,%50.0

    Peker=a 0.010 ( p. $5,000.00 O p. $50.0

    ukang ka'u 0.100 ( p. %5,000.00 O p. %,500.0

    Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0

    !andor 0.0005 ( p. 100,000.00 O p. 50.0

    p. 36,/0.00

    1 B*- P--95 H- A95;9

    Iak

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    DA!TAR ANALISA SATUAN

    I. PEKERJAAN LISTRIK

    1 T;?; $--C- < I9?--; L;?;

    Kabel &J! 6 ,5 mm 5.000 p. ,"00.00 O p. 11),500.0

    Pipa P?9 Listrik ).000 p. 1$,#5.00 O p. $5,500.0;-95 -C* >-* & 1 -(; (-+; ', 1 -(; F-? --, 2 -(; F-? (9*?*(

    1 +2 P95F-?-9 -95;?-95;? 95-9 F-? ?+>

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    DA!TAR ANALISA SATUAN

    Kepala tukang 1.500 ( p. "0,000.00 O p. 15,000.0

    !andor 0.1$0 ( p. 100,000.00 O p. 1$,000.0

    p. 1,881,3/4.70

    M+--95 1 > K-9 A; ;-+? 3

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    KEGIATAN RE!"

    L O K A S I RE!"

    TAHUN ANGGARAN RE!"

    DA!TAR HARGA UPAH DAN BAHAN

    NO URAIANHAR

    I. DA!TAR HARGA UPAH < HARI

    1 !andor M p.

    Kepala ukang M p.

    ukang Batu M p.

    ) ukang Besi M p.

    5 ukang Ka'u M p.

    $ ukang 9at M p.

    # ukang Bongkar M p.

    % ukang Listrik M p." ukang Pipa M p.

    10 Peker=a Galian dan *rug M p.

    11 Peker=a M p.

    II. DA!TAR HARGA BAHAN

    1 4emen M 50 Kg M p.

    4emen Puti( M p.

    4emen Earna M p.

    ) Pasir 9or Beton M p.

    5 Pasir Pasang M p.

    $ Pasir Plester M p.

    # Pasir *rug M p. % 4irtu M p.

    " ana( imbunan M p.

    10 Batu Gunung M p.

    11 Batu Pe2a( - M p.

    1 Batu ela/bata mera( M p.

    1 Ka'u Klas > M p.

    1) Ka'u Klas >> M p.

    15 Ka'u Prol list 5 2m M p.

    1$ Prol list G'bsum 10 2m M p.

    1# epung G'psum M p.

    1% Besi Beton M p.

    1" Kawat Bendrat M p.

    0 Paku Biasa M p.

    1 Paku 1 - M p.

    Paku Beton M p.

    Paku 4eng M p.

    ) Paku 4ekrup M p.

    5 Plat Beugel M p.

    $ Besi 4trip M p.

    # Baut !ur H 1" M p.

    % Baut

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    NO URAIANHAR

    50 nbow F M p.

    5% Lampu 4L Eatt F 6pose F M p.

    5" Lampu 4L 1% Eatt F 6pose F M p.

    $0 Lampu Plaond 72eiling lamp8 0E M p.

    $1 Lampu 4orot 150 Eatt M p.

    $ 4top Kontak M p.

    $ 4aklar Ganda M p.

    $) 4aklar unggal M p.

    $5 4ekring ; !9B M p.

    $$ Kun2i Pintu K!/E9 M p. $# Kun2i Pintu M p.

    $% !elamin M p.

    $" Ka2a Polos 5 mm M p.

    #0 ngsel Pintu )F M p.

    #1 ngsel Aendela F M p.

    # Iandle Pintu 4tainless 4teel M p.

    # Grendel Aendela dan ?entilasi M p.

    #) Grendel Pintu anam M p.

    #5 Iak P diameter 1F M p.

    "$ Pipa P?9 diameter /)F M p.

    "# Pipa G>P diameter ,5F M p.

    "% Ka'u !angi-mangi H102m M p.

    "" Batu

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    KEGIATAN : PEMBANGUNAN RUMAH BAGI PENDUDUK LOKAL DI DISTRIK SA%OSA

    KAMPUNG KLALIN

    L O K A S I : D;?; S-C- K->*(-?9 S95

    TAHUN ANGGARA : 2014

    DA!TAR HARGA MATERIAL

    NO URAIAN HARGA DI PROYEK

    I. BASIC PRICE

    !emen " #$ Kg " Rp. %&3'%.$$ %&'%.$$

    % !emen Putih " Rp. &$$$.$$ &'$$.$$

    3 !emen *arna " Rp. &+$$.$$ %&3$$.$$

    ' Pa,ir -or Beton " Rp. 3'#$$.$$ &'#$$.$$

    # Pa,ir Pa,ang " Rp. 3&$$$.$$ &&$$$.$$

    Pa,ir Pe,ter " Rp. 3#&'$$.$$ &'$$.$$

    Pa,ir 0rug " Rp. 3+&$$$.$$ +3+&$$$.$$

    !irtu " Rp. 3$&$$$.$$ #+&$$$.$$

    + Tanah Tim1unan " Rp. +&$$$.$$ &'%.

    $ Batu 2unung " Rp. $$&$$$.$$ #&'%.

    Batu Pecah %3 " Rp. +$$&$$$.$$ &$$&$$$.$$

    % Batu Tea/1ata merah " Rp. %.$$ %%.$$

    3 Kayu Ka, 4 " Rp. '&+$&$$$.$$ '&%&'%.#

    ' Kayu Ka, 44 " Rp. 3&$$&$$$.$$ 3&&'%.#

    # Kayu Pro5i i,t # cm " Rp. #.$$ #&.

    Pro5i i,t 2y1,um $ cm " Rp. 3#$$.$$ 3+$$.$$

    Tepung 2yp,um " Rp. %#&$$$.$$ %#&%$$.$$

    Be,i Beton " Rp. +&$+.$$ +&'+.$$

    + Ka7at Ben8rat " Rp. %3&$$.$$ %'&$$.$$

    %$ Paku Bia,a " Rp. &$$.$$ &%$$.$$

    % Paku 3 " Rp. %3&$$.$$ %'&$$.$$

    %% Paku Beton " Rp. %#&$$$.$$ %#&'$$.$$

    %3 Paku !eng " Rp. %+&$$.$$ 3$&$$$.$$

    %' Paku !ekrup " Rp. 3$&$$$.$$ 3$&'$$.$$

    %# Pat Beuge " Rp. $$.$$ &+$$.$$

    % Be,i !trip " Rp. #&$$$.$$ #&'$$.$$

    % Baut Mur 9 + " Rp. %+&$$.$$ 3$&$$$.$$

    % Baut Angker 9 %: " Rp. 3$&$$$.$$ 3$&'$$.$$ %+ -at Tem1ok " Rp. &$$$.$$ &'$$.$$

    3$ Pamur Tem1ok " Rp. ''&+'$.$$ '#&3'$.$$

    3 -at Kayu Da,ar " Rp. #3&%$$.$$ #3&$$.$$

    3% -at Kiat Kayu " Rp. #3&%$$.$$ #3&$$.$$

    33 -at Meni Kayu " Rp. 3#$$.$$ 3#&+$$.$$

    3' Minyak Beke,ting " Rp. 3&'$.$$ '&$'$.$$

    3# Pamur Kayu " Rp. '&3$$.$$ '&$$.$$

    HARGA KOTA

    AIMAS

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    DA!TAR HARGA MATERIAL

    NO URAIAN HARGA DI PROYEK HARGA KOTA

    AIMAS

    3 -at Meni Be,i " Rp. 3#$$.$$ 3#&+$$.$$

    3 -at Be,i " Rp. #3&%$$.$$ #3&$$.$$

    3 Pamur Be,i " Rp. #&$$$.$$ #&'$$.$$

    3+ Kerta, Ampa, " Rp. &$$$.$$ &%$$.$$

    '$ ;em Kayu " Rp. '#&$$$.$$ '#&'$$.$$

    ' Tripe< 3 mm " Rp. #&$$$.$$ 3&.

    '% Mutipe< mm " Rp. $&$$$.$$ 3$&$$$.$$

    '3 2yp,um t. +mm " Rp. %#&$$$.$$ +&.

    '' Teak7oo8 " Rp. '+$$.$$ %&33.33

    '# Py7oo8 + mm " Rp. +$&$$.$$ %+$&$$.$$

    ' Kayu Doken = cm / ' m " Rp. +$$.$$ %%&33.33

    ' Pat Auminium ($$ cm < %$$ cm) " Rp. %3&$$.$$ %'&'.%+

    ' !eng Pat " Rp. '&'$$.$$ '3&'$$.$$

    '+ !eng 2eom1ang " Rp. #&$$$.$$ &$$$.$$

    #$ Atap Meta Roo5 " Rp. #&$$$.$$ &$.+%

    # Bu1ungan Meta Roo5 " Rp. '&$$$.$$ '.'

    #% Atap Meta 2eom1ang Kotak " Rp. %$&$$$.$$ %%&$$$.$$

    #3 >ok Meta 2eom1ang Kotak " Rp. &$$$.$$ $.'

    #' Ka1e >?M 3 < mm " Rp. %%$$.$$ %%&+$$.$$

    ## ;ampu T; '$ *att " Rp. %$&$$$.$$ %$&%$$.$$

    # ;ampu !; %3 *att : 4n1o7 : (8o7night) " Rp. %$$.$$ %&$$.$$

    # ;ampu !; *att : 4n1o7 : " Rp. %$$.$$ %&$$.$$

    # ;ampu !; %3 *att : @

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    DA!TAR HARGA MATERIAL

    NO URAIAN HARGA DI PROYEK SHARGA KOTA

    AIMAS

    $ Pin Keramik # < $ cm " Rp. 3&$$$.$$ '&$$$.$$ /

    Pin Keramik $ < %$ cm " Rp. '&$$$.$$ '&$$$.$$ /

    % Keramik Din8ing %$ < %# cm " Rp. $$.$$ $$.$$ /

    3 Keramik ;antai '$ < '$ cm " Rp. &$$$.$$ +&$$$.$$ /

    ' Keramik granit ;antai $ < $ cm " Rp. 3'#&$$$.$$ 3##&$$$.$$ /

    # Ko,et Jongkok " Rp. #+&'$$.$$ %%&$.

    Ko,et Du8uk " Rp. &'&$$.$$ &$$.$$

    Kran Air " Rp. &$$.$$ %&$$.$$

    AEour / Foor Drain Mangkok " Rp. %3&$$.$$ 3&$33.33

    + Pipa PC- 8iameter ': " Rp. #&$$$.$$ #&$$$.$$ /

    +$ Pipa PC- 8iameter 3: " Rp. 33$.$$ '&$3.33 /

    + Pipa PC- 8iameter %: " Rp. &%#$.$$ %%&+. /

    +% Pipa PC- 8iameter %: " Rp. +&%#.$$ %+&%#.$$ /

    +3 Pipa PC- 8iameter : " Rp. $.$$ %$.$$ /

    +' Pipa PC- i,trik " Rp. &3#.$$ &3#.$$ /

    +# Pipa 24P 8iameter : " Rp. 3+&'#3.$$ #+&'#3.$$ /

    + Pipa PC- 8iameter 3/': " Rp. '$.$$ 3'$.$$ /

    + Pipa 24P 8iameter %: " Rp. '$&$$$.$$ $&$$$.$$ /

    + Kayu Mangimangi 9$cm " Rp. %%$$.$$ %$$.$$ /

    ++ Batu Aam Jeni, !i,ir " Rp. 3#&$$$.$$ 3#&$$$.$$ /

    $$ Air 1er,ih " Rp. %#$.$$ #$.$$

    $ Pro5i tank " Rp. #&$$&$$$.$$ &$$&$$$.$$

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    - oto Dokumentasi -

    PG44 $5 N

    PKA

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