RAB IBUK

VOLUME ITEM PEKERJAAN Pekerjaan : Perencanaan Perencanaan Rumah Tinggal Tinggal Mutiara Resience Resience T!"e T!"e #$ m% I& PEKERJAAN PER'IAPAN NO&

URAIAN PEKERJAAN

1

Pembersihan Lahan

2

Direksi Keet, 3 x 3 m2

3

Pengukuran & Pemasangan B!"#ank

$

Penga%aan air kera

VOLUME

'ATUAN

78.00

m²

9.00

m²

33.70

m²

1.00

#s

VOLUME

'ATUAN

II& PEKERJAAN TANA( TANA( NO&

URAIAN PEKERJAAN

1

'a#ian (anah untuk Pn%asi

)rr*+08

m

2

-rugan (anah 'a#ian Pn%asi

.29

m

3

Pasir -rug untuk 'a#ian Pn%asi /enerus Ba!ah Lantai

28.$$

m

$

Pasir -rug Ba!ah Lantai

7.20

m

VOLUME

'ATUAN

III& PEKERJAAN PON)A'I )AN *ETON NO&

URAIAN PEKERJAAN

1

Pasang "n%asi batu ka#i 1 P * 3 Psr

8.+9

m

2

r Betn Ba!ah Keramik t+m

1.80

m

3

#4 1+520

1.01

m

$

K#m "raktis 1+51+

0.81

m

+

6ing Ba#k 1+51+

0.7

m

VOLUME

'ATUAN

IV& PEKERJAAN )IN)IN+ )AN PLETERAN NO&

URAIAN PEKERJAAN

1

Pasangan Bata /erah (eba#  Bata, am"uran 1 P * $ Psr

119.23

m

2

P#esteran am"uran 1 P * $ Psr (eba# 1,+ m

238.$7

m²

VOLUME

'ATUAN

V& PEKERJAAN LANTAI NO&

URAIAN PEKERJAAN

1

Pasang Lantai keramik ukuran $0 x $0 m

)rr*+08

m²

2

Pasang Lantai keramik ukuran 20 x 20 m untuk K/5

)rr*+08

m²

3

Pasa Pa sang ng %i %in% n%in ing g ke kera rami mik k K/ K/5 5  uk ukur uran an 20 x 2+ m

2.7$ 2. 7$

m²

VOLUME

'ATUAN

VI& PEKERJAAN KU'EN, PINTU, JEN)ELA NO&

URAIAN PEKERJAAN

1

Kusen Pintu, en%e#a & :enti#asi

0.71

m

2

Pintu -tama ;1 unit<

2.2$

m²

3

Pintu Be#akang ;1 unit<

1.9$

m²

$

Pintu Kamar ;2 unit<

$.10

m²

+

Pintu Kamar /an%i ;1 unit<

1.$

m²



en%e#a 1 ;2 unit<

2.12

m²

7

en%e#a 2 ;2<

3.3

m²

8

Kaa Bening

2.2796

m²

VOLUME

'ATUAN

VII& PEKERJAAN PLA-ON) NO&

URAIAN PEKERJAAN

1

Pas. List P#a4n% '="sum +>>

1+.00

m1

2

P#a4n% '="sum Bar%, teba# 9 mm ? rangka P#a4n% @uring

82.+0

m²

VOLUME

'ATUAN

VIII& PEKERJAAN 'ANITAIR 'ANITAIR NO&

URAIAN PEKERJAAN

1

Pasang K#set ngkk

1.00

Bh

2

Pasang h!er %in%ing

1.00

Bh

3

Pasang Bak kntr#

1 00

Bh

I.& PEKERJAAN PEN+E/ATAN NO&

URAIAN PEKERJAAN

VOLUME

'ATUAN

1

Pengeatan (embk 3x at )ksterir %an nterir

238.$7

m²

2

Pengeatan Ka=u %engan at Ki#at 3x at

1.$7

m²

VOLUME

'ATUAN

.& PEKERJAAN LI'TRIK NO&

URAIAN PEKERJAAN

1

Pasang titik t" kntak

8.00

(tk

2

Pasang titik Lam"u

10.00

(tk

3

Pasang ak#ar (ungga#

.00

Bh

$

Pasang ak#ar 'an%a

2.00

Bh

+

Pasang Lam"u (L

9.00

et



Pasang Lam"u Piar

1.00

et

I.& PEKERJAAN PEN+E/ATAN NO&

URAIAN PEKERJAAN

VOLUME

'ATUAN

1

Pengeatan (embk 3x at )ksterir %an nterir

238.$7

m²

2

Pengeatan Ka=u %engan at Ki#at 3x at

1.$7

m²

VOLUME

'ATUAN

.& PEKERJAAN LI'TRIK NO&

URAIAN PEKERJAAN

1

Pasang titik t" kntak

8.00

(tk

2

Pasang titik Lam"u

10.00

(tk

3

Pasang ak#ar (ungga#

.00

Bh

$

Pasang ak#ar 'an%a

2.00

Bh

+

Pasang Lam"u (L

9.00

et



Pasang Lam"u Piar

1.00

et

N*+ ( & # 7 8 $ ) 5

N*+

Da,tar Keahlian Pe/er0a 3 Kene/ Man*r Tu/ang Batu Tu/ang Ka!u Tu/ang Besi Tu/ang Kerami/ Tu/ang 9at Ke"ala Tu/ang

-atuan 4H 4H 4H 4H 4H 4H 4H 4H

Jenis Bahan Bangunan

-atuan

U"ah Harian 1 Ru"iah 2 5'6'''+'' (&'6'''+'' (''6'''+'' (('6'''+'' (''6'''+'' (&'6'''+'' (''6'''+'' (&'6'''+''

.a/tu Ker0a 1 Jam 2 5 Jam Ker0a 5 Jam Ker0a 5 Jam Ker0a 5 Jam Ker0a 5 Jam Ker0a 5 Jam Ker0a 5 Jam Ker0a 5 Jam Ker0a

Harga -atuan 1 Ru"iah 2

Keterangan

( & # 7 8

Tanah Ti Tim:un 3 Tanah Me Merah Pasi asir Tim:un :un 3 Urug rug -irtu Pasir Bet*n Pasir Pasang

m; m; m; m; m;

$86'''+'' )'6' )'6''''+'' '+'' <86'''+'' <'68''+'' <'68''+''

( & # 7

P*rtl *rtlan an 9emen ementt 1P92 P92 -emen emen Puti utih 3 .arna rna Lem Ka!u Lem =in!l

/g /g /g /g

(6&' (6&''+ '+'' '' 786' 786''''+'' '+'' 7'6'''+'' 786'''+''

( & # 7 8 $ ) 5 <

Batu Kr Kri/il 3 K* K*ral #>8 cm Batu Kr Kri/il 3 K* K*ral 8>) cm Batu Kr Kri/il 3 K* K*ral ('>(8 cm cm Batu Kr Kri/il 3 K* K*ral (8>&' cm cm Batu Pecah (>& cm Batu Bata Mesin Pa?i a?ing Bl*c Bl*c// t! t!"e H*lla *llan n t:+ t:+ $ cm R*st R*ster er 3 Tera@ era@an angg ('& ('&' '&' &' cm K*ral Bet*n

m; m; m; m; m; :h :h :h m;

&('6'''+'' (<'6'''+'' ($86'''+'' (#$68''+'' 78'6'''+'' $8'+'' (6<''+'' 76'' 76'''+ '+'' '' &&'6'''+''

( & #

Bal*/ Ka!u Damar Laut Pa"an Ka!u Damar Laut Bal*/ Ka!u Meranti Batu

m; m; m;

('6(''6'''+'' ('67''6'''+'' <68''6'''+''

7 8 $ ) 5 < (' (( (& (# (7

Pa"an Ka!u Meranti Batu Bal*/ Ka!u Meranti Kls+ II Pa"an Ka!u Meranti Kls+ II Ka!u -em:arang 3 Be/isting Ka!u D*l/en3Laut C # > 73 7 m Ka!u :al*/ ut/ :*@"lan/6 "agar an /ant*r sementara Ka!u "a"an untu/ :*@"lan/ Ka!u :al*/ /elas III Ka!u Pa"a" /elas III Ka!u :al*/ /elas I Ka!u "a"an /elas I

m; m; m; m; :tg m; m; m; m; m; m;

('6'''6'''+'' 868''6'''+'' 86<''6'''+'' 767''6'''+'' &'68''+'' (6)586)(7+'' &6$7&658)+'' (68''6'''+'' (68''6'''+'' #6'''6'''+'' #6'''6'''+''

( & # 7 8 $ )

G!"sum (&'  &7' te te:al < mm mm Pr*,il G!"sum 7 Pr*,il G!"sum $ Pl!@** (&'  &7' te:al < mm Pl!@** (&'  &7' te:al $ mm Pl!@** (&'  &7' te:al 7 mm Tri"le/s -un/ai (&'  &7' te:al # mm

l:r l:r l:r l:r l:r l:r l:r

)$6'''+'' ('68''+'' (&68''+'' (&86'''+'' 5'6'''+'' 886'''+'' <'6'''+''

5 < (' (( (& (# (7 (8 ($ () (5 (< &' &( && &# &7

Rang/a Furing 9eiling G!"sum Rang/a Furing Pla,*n G!"sum .all -tu $7 mm .all Trac/ Mea $7 mm .all Trac/ B*tt*m Kain Kassa 3 Pa"er Ta"e Main Runner .hite 9r*ss Tee .hite T*" 9r*ss Furing 9hannel .all Angel 1l*/al2 9*nect*r -us"ensi*n R* # mm -us"ensi*n -"ring 9li" 8 mm -us"ensi*n R* ('' cm 8 mm Besi Angel Brac/et 1t* c*ncrete2 Baut Ramset

m% m% m m m r*ll m m m m m :h m :h m :h :h

8$68''+'' $<68''+'' )68''+'' 56'''+'' )68''+'' $&68''+'' ('6'''+'' 568''+'' )68''+'' ()6&''+'' $68''+'' (6'''+'' #68''+'' #68''+'' &67''+'' )68''+'' 5''+''

( & # 7 8 $ ) 5

Besi Bet*n P*l*s U+&7'6,!&7'' /g3cm% Ka@at Besi Bet*n Pa/u Biasa '68 > & Pa/u Biasa & > 8 Pa/u Bet*n '68 > & Pa/u Bet*n & > 8 Pa/u -e/ru" Besi stri"

/g /g /g /g /g /g /g /g

(868''+'' $'6'''+'' (56'''+'' &$6'''+'' (86'''+'' $''+'' &'6'''+'' (#68''+''

<

Meni :esi

Ltr

(&6'''+''

( & # 7 8 $

Kerami/ Lantai &'  &' Kerami/ Dining &'  &8 Kerami/ Lantai $'  $' Kerami/ Lantai #'  8' Kerami/ Lantai 7'  7' Kerami/ Lantai 7'  7'

m& :h :h :h m& :h

$'6'''+'' &7''3:h #6'''+'' &56<''+'' ('68''+'' 8<6#$'+'' 575'3:h 5675'+''

( & # 7 8 $ )

Kaca P*l*s te:al 8 mm Kaca P*l*s te:al 5 mm Kaca Re!:en te:al 8 mm Kaca Re!:en te:al 5 mm Jenela Na/* Kaca "*l*s te:al # mm Kaca cermin 8 mm

m% m% m% m% :h m% m%

(8'6'''+'' &8'6'''+'' &''6'''+'' ##86'''+'' #' #''6'''+'' ))68''+'' ($86'''+''

( & # 7 8 $ )

Ata" Genteng Bet*n Ata" Ata" Gent Genteeng Metal etal 3 Multi lti R**, **, #8 N*/ Genteng Bet*n N*/ Genteng Decra B*n Rang/a Ata" Ba0a Ringan -eng "lat t:+ '67' m -eng gel*m:ang # > 8

:h m% :h :h m% L:r L:r

$68''+'' (&86' &86''' ''+' +''' (768''+'' 8568''+'' (<'6'''+'' <'6'''+'' )86'''+''

( & # 7 8 $ ) 5 < (' (( (& (# (7

9at Dasar 9at Tem:*/ setara =inile 9at Min!a/ Untu/ Ka!u 9at Min!a/ Untu/ Besi 9at Menie Ka!u 9at Menie Besi Plamir Dem"ul G!"sum Dem"ul 9at Tinner Min!a/ Be/isting Kuas Am"elas 3 Kertas Pasir Pengencer

/g /g /g /g /g /g /g /g /g ltr ltr :h l:r /g

() ()6'''+'' &'68''+'' #568''+'' 7&68''+'' &)68''+'' &568''+'' ()6'''+'' ((6'''+'' (&68''+'' (&6'''+'' $68''+'' 568''+'' &6'''+'' &86'''+''

( & # 7 8 $

Pi"a P=9 A. ia   Pi"a P=9 A. ia  Pi"a P=9 T!"e D ia ( Pi"a P=9 T!"e D ia & Pi"a P=9 T!"e D ia # Pi"a P=9 T!"e D ia 7

:tg :tg :tg :tg :tg :tg

#$6'''+'' 756'''+'' 5)6'''+'' (&567''+'' (<'6'''+'' #&76'''+''

('5+ ('5+8' 8''' 3 l:r l:r

( & # 7 8 $ ) 5 < (' (( (&

Kl*set Duu/ Leng/a" Kl*set J*ng/*/ P*rselin .asta,el Leng/a" Kran Air C  >  Tem"at -a:un Kerami/ Fl**r Drain C 7 steinlees Tutu" Ba/ Air C ( Kuningan -eal Ta"e Pem:uatan se"tictan/ -h*@er Ba/ cuci "iring .aterrain  accec*ries

:h :h :h :h :h :h :h :h unit set unit set

&6'8'6'''+'' &776'''+'' 8)'6'''+'' &56'''+'' $'68''+'' ($6'''+'' (#68''+'' 576'''+'' &6'''6'''+'' (68''6'''+'' &##6###+'' #8'6'''+''

( & # 7 8 $ ) 5 < ('

Lam"u TL (  7' @ Leng/a" K*ta/ Lam"u TL &  7' @ Leng/a" K*ta/ Lam"u L 5 @  Fiting Lam"u L (7 @  Fiting Lam"u L (5 @  Fiting Lam"u D*@nlight 8 @ Leng/a" -t*" K*nta/ Biasa -a/lar Tunggal -a/lar Gana Instalasi Listri/ Titi/ A"i 3 Lam"u N!ala

set set set set set set :h :h :h tt/

$868''+'' &586'''+'' #'6'''+'' #$6'''+'' #$68''+'' 8<6'''+'' ((6&''+'' (868''+'' ()6'''+'' (('6'''+''

( & # 7 8 $ ) 5 < (' (( (& (# (7 (8 ($ () (5 (< &' &( && &#

D**r cl*ser D**r h*ler D**r st*" Engsel angin Engsel 0enela Engsel "intu 1/@ &2 Engsel "intu 1/@ (2 Engsel /u"u>/u"u Engsel lengan 0enela Kait angin Kunci lemari Kunci sl*t Kunci siliner Kunci tanam anti/ Kunci tanam :iasa Kunci tanam /amar mani -"ring /ni" Grenel tanam luar negeri Grenel :iasa Pull hanle stainless 0um:* 1/@ (2 Pull hanle 1/@ (2 Hanle "intu 1/@ (2 Rel "intu s*r*ng

:uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah :uah set

<$6&8'+'' ('86'''+'' &56#)8+'' ()68''+'' (86(&8+'' &86$$$+'' 7#68''+'' 7'6'''+'' 56'''+'' (#67##+'' ((6#)8+'' ('#6($$+'' 5)6###+'' $<6'''+'' 7'65##+'' 8&6$$$+'' (868''+'' 7'6)8'+'' 86)8'+'' 7576'''+'' (7'688'+'' (&768''+'' &8'6'''+''

&7 &8

( set /unci "intu 1/@ (2 ( set /unci "intu 1/@ &2

:uah :uah

($7658'+'' (&<6'''+''

ANALISIS HARGA SATUAN PEKERJAAN BERDASARKAN PED. AH PERMEN PU NO 11/PRT/M/2013 A. 2.2.1.9. Pembe!"#$% 1 m 2 L$&$%'$% ($% Pe$)$$% C

E

B

-raian ()CE'E Pekera /an%r

K%e

L.01 L.0$

atuan

F F

Ke4isien

arga atuan

um#ah arga

;6"<

;6"<

0.1 80,000.00 0.0+ 120,000.00 -/LE ()CE'E K)6E

8,000.00 ,000.00 1$,000.00

BEEC -/LE E6'E BEEC

0

-/LE E6'E ELE(

0

P)6ELE(EC  D ) @

um#ah ;E?B?< FGerhea% & Pr4it arga atuan Pekeraan ;D?)<

1+H x D maksimum

1$,000.00 2,100.00 16,100.00

A. 2.2.1.*. Pemb+$)$% 1 m2 $%)- !eme%)$$ $%)$" &e!)e$% arga atuan ;6"< C E

B

-raian ()CE'E Pekera (ukang Ka=u (ukang batu Ke"a#a (ukang /an%r BEEC D#ken %iameter m

ka=u 8I105$00

K%e

atuan

L.01 L.02 L.02 L.03 L.0$

F F F F F

Ke4isien 2 80,000.00 2 110,000.00 1 100,000.00 0.3 120,000.00 0.0+ 120,000.00 -/LE ()CE'E K)6E

um#ah arga ;6"< 10,000.00 220,000.00 100,000.00 3,000.00 ,000.00 +22,000.00

Batang

1.2+

20,+00.00

2+,2+.00

Ka=u Paku biasa Besi stri" emen Prt#an% Pasir "asang Pasir betn

m3 Kg Kg Kg m3 m3

0.18 0.08 11 3+ 0.1+ 0.1

$,$00,000.00 18,000.00 13,+00.00 1,200.00 90,+00.00 90,+00.00

792,000.00 1,$$0.00 1$8,+00.00 $2,000.00 13,+7+.00 9,0+0.00

Kra# betn Bata merah eng "#at en%e#a na Kaa "#s 3mm Kuni tanam Plywood $mm

m3 Bh Lbr Bh m2 Bh Lbr

0.1+ 220,000.00 30 +0.00 0.2+ 90,000.00 0.2 300,000.00 0.08 77,+00.00 0.1+ $0,833.00 0.0 ++,000.00 -/LE E6'E BEEC

33,000.00 19,+00.00 22,+00.00 0,000.00 ,200.00 ,12$.9+ 3,300.00 1,182,81$.9+

-/LE E6'E ELE( D ) @

um#ah ;E?B?< Overhead & Profit (Contoh 15 %) arga atuan Pekeraan ;D?)<

0

1+H x D

1,70$,81$.9+ 2++,722.2$ 1,960,*3.19

A. 2.2.1.. Pe%'++$% ($% Pem$!$%'$% 1 m Bouwplank arga atuan ;6"<

um#ah arga ;6"<

C

-raian

K%e

atuan

Ke4isien

E

()CE'E Pekera (ukang Ka=u Ke"a#a (ukang /an%r

L.01 L.02 L.03 L.0$

F F F F

0.1 80,000 0.1 110,000 0.01 120,000 0.00+ 120,000 -/LE ()CE'E K)6E

8,000 11,000 1,200 00 20,800

m3 Kg m3

0.12 1,78+,71$.00 0.02 2,000.00 0.007 2,$2,8+7 -/LE E6'E BEEC

21$,28 +20 18,+00 233,30

B

BEEC Ka=u ba#k +57 Paku 2JI3J Ka=u "a"an 3520



P)6ELE(EC -/LE E6'E ELE(

D )

um#ah ;E?B?< FGerhea% & Pr4it

@

arga atuan Pekeraan ;D?)<

I 2+$,10 38,11

1+H x D maksimum

292,222

A. 2.2.1.2 Pemb+$)$% 1 m2 &$'$ !eme%)$$ ($" !e%' 'e-mb$%' )"%''" 2 me)e arga atuan ;6"< C E

B



-raian ()CE'E Pekera (ukang Ka=u Ke"a#a (ukang /an%r BEEC D#ken ka=u f 8I105$00 m

K%e

atuan

L.01 L.02 L.03 L.0$

F F F F

Batang

Ke4isien 0.2 80,000.00 0.$ 110,000.00 0.02 120,000.00 0.02 120,000.00 -/LE ()CE'E K)6E 1.2+

20,+00.00

um#ah arga ;6"< 1,000.00 $$,000.00 2,$00.00 2,$00.00 $,800.00 2+2+

emen "rt#an% eng ge#mbang Pasir betn Kra# betn

Kg Lbr m3 m3

2.+ 1.2 0.00+ 0.009

1,200.00 7+,000.00 90,+00.00 220,000.00

3,000.00 90,000.00 $+2.+0 1,980.00

Ka=u +57 Paku biasa 2J  +J /eni besi

m3 Kg Liter

0.072 1,78+,71$.00 0.0 2,000.00 0.$+ 12,000.00 -/LE E6'E BEEC

128,+71.$1 1,+0.00 +,$00.00 2+,+88.91

P)6ELE(EC

D ) @


1+H x D

321,388.91 $8,208.3$ 369,*9.2

A.2.3.1.1. Pe%''$"$% 1 m3 )$%$# b"$!$ !e($$m 1 m C

E

-raian

()CE'E Pekera /an%r

B

K%e

atuan

L.01 L.0$

F F

Ke4isien

arga atuan ;6"<


0.7+ 80,000.00 0.02+ 120,000.00 -/LE ()CE'E K)6E

0,000.00 3,000.00 3,000.00

BEEC



-/LE E6'E BEEC

0


0

P)6ELE(EC

D ) @


1+H x D

3,000.00 9,$+0.00 2,*0.00

A.2.3.1.9. Pe%'++'$% emb$" 1 m3 '$"$% )$%$# arga atuan ;6"< C E

-raian ()CE'E Pekera /an%r

B

K%e

atuan

L.01 L.0$

F F


Ke4isien 0.+ 80,000.00 0.0+ 120,000.00 -/LE ()CE'E K)6E

80,000.00 120,000.00 200,000.00

BEEC I I

-/LE E6'E BEEC 


D ) @


1+H x D

I I 200,000.00 30,000.00 230,000.00

A.2.3.1.11. Pe%'++'$% 1 m3 (e%'$% &$!" ++' arga atuan ;6"< C E

B

-raian ()CE'E Pekera /an%r BEEC Pasir urug

K%e

atuan

L.01 L.0$

F F

Ke4isien 0.3 80,000.00 0.01 120,000.00 -/LE ()CE'E K)6E 1.20

70,000.00

um#ah arga ;6"< 2$,000.00 1,200.00 2+,200.00 8$,000.00

-/LE E6'E ELE( D ) @


0.00 109,200.00 1,380.00 12*,*0.00

1+H x D

A.3.2.1.3. Pem$!$%'$% 1 m3 P-%($!" B$)+ Be$# 4$m&+$% 1SP 5 *PP C

E

-raian

()CE'E Pekera (ukang Batu Ke"a#a (ukang /an%r

B

K%e

atuan

Ke4isien

L.01 L.02 L.03 L.0$

F F F F

1.+ 0.7+ 0.07+ 0.07+ -/LE

80,000.00 100,000.00 120,000.00 120,000.00 ()CE'E

120,000 7+,000 9,000 9,000 213,000

m3 Kg m3

1.2 13 0.+$$ -/LE

$+0,000.00 1,200.00 90,+00.00 E6'E

+$0,000 13,200 $9,232 7+2,$32

BEEC Batu be#ah emen Prt#an Pasir Pasang






D ) @




1+H x D maksimum

9+,$32 1$$,81+ 1,110,2

A.3.2.1.9. Pem$!$%'$% 1 m3 b$)+ -!-%' anstamping 7 arga atuan ;6"< C E

B

-raian ()CE'E Pekera (ukang Batu Ke"a#a (ukang /an%r


K%e

atuan

L.01 L.02 L.03 L.0$

F F F F

0.78 80,000.00 0.39 100,000.00 0.039 120,000.00 0.039 120,000.00 -/LE ()CE'E K)6E

2,$00.00 39,000.00 $,80.00 $,80.00 110,70.00

m3 m3

1.20 0.$32

+$0,000.00 30,2$0.00

BEEC Batu be#ah Pasir urug

Ke4isien

$+0,000.00 70,000.00


+70,2$0.00


D ) @


0

1+H x D

81,000.00 102,1+0.00 3,1*0.00

A..1.1.29 Memb+$) 1 m3 sloof, kolom, balok be)-% be)+$%' arga atuan ;6"< C E

-raian ()CE'E Pekera (ukang batu (ukang ka=u (ukang besi Ke"a#a tukang /an%r

B

K%e

atuan

L.01 L.02 L.02 L.02 L.03 L.0$

F F F F F F

BEEC Ka=u ke#as  Paku + m  12 m

m3 kg

/in=ak bekisting Besi betn "#s Ka!at betn emen Prt#an% Pasir Betn Keriki# 

Liter kg kg kg m3 m3


Ke4isien

+.+ 80,000.00 0.27+ 100,000.00 2 110,000.00 1 100,000.00 0.323 120,000.00 0.283 120,000.00 -/LE ()CE'E K)6E 0.27 2

*2,000.00 2,*00.00 11,600.00 10,000.00 3,60.00 33,960.00 63,20.00

1,+00,000.00 2,000.00

$0+,000.00 +2,000.00

0. ,+00.00 210 1+,+00.00 3 0,000.00 33 1,200.00 0.+$ 90,+00.00 0.81 210,000.00 -/LE E6'E BEEC

3,900.00 3,2++,000.00 180,000.00 $03,200.00 $8,870.00 170,100.00 $,+18,070.00


0 +,381,890.00 0,23.*0 6,19,13.*0

P)6ELE(EC

D ) @

um#ah ;E?B?< Overhead & Profit (Contoh 15%) arga atuan Pekeraan ;D?)<

1+H x D

A...2.. Pem$!$%'$% 1 m2 ("%("%' b$)$ me$# 1/2b) $(+$% 1SP5*PP C

E

-raian

atuan

L.01 L.03 L.03 L.0$

F F F F

Ke4isien


BEEC 1. P 2. PP 3. Bata merah ukr stan%

0,300 0,000.00 0.1 100,000.00 0.01 120,000.00 0,01+ 120,000.00 -/LE ()CE'E K)6E 9.8

1,200.00

11,616.00

3

0.0+ 70.00

90,+00.00 +0.00

,02.*0

m

Bh

*,*00.00

61,1.*0


D ) @

2,000,000.00 10,000.00 1,200.00 1,00,000.00 2*,11,200.00

Kg



()CE'E

Pekera (ukang Batu Ke"a#a (ukang /an%r B

K%e

um#ah ;E?B?< Overhead & Profit (Contoh 15%)   t P k  ;D )<

1+H x D maksimum



2*,2,3.*0 3,0,*.2 29,*3,26.

A...2.*. Pem$!$%'$% 1 m2 &e!)e$% 1SP 5 *PP )eb$ 1* mm C

E

-raian

K%e

atuan

Ke4isien



L.01

F

0.3

0,000.00

2$,000.00

L.03 L.03 L.0$

F F F

0.1+

100,000.00

0.01+

120,000.00

0.01+

120,000.00

1+,000.00 1,800.00 1,800.00

()CE'E

Pekera (ukang Batu Ke"a#a (ukang /an%r

-/LE ()CE'E

B

BEEC 1. P 2. Pasir "asang ;PP<

$2,00.00

Kg

+

1,200.00

,220.80

m3

0.02

90,+00.00

2,3+3.00

-/LE BEEC 

8,+73.80


D ) @


I +1,173.80 7,7.07 *,9.

1+H x D

A...3.3*.Pem$!$%'$% 1m2 $%)$" e$m" ++$% 04m 8 04m arga atuan ;6"< C E

B

-raian ()CE'E Pekera (ukang Batu Ke"a#a tukang /an%r

K%e

atuan

L.01 L.02 L.03 L.0$

Ke4isien

F F F F

0.7 0,000.00 0.3+ 100,000.00 0.03+ 120,000.00 0.03+ 120,000.00 -/LE ()CE'E

+,000.00 3+,000.00 $,200.00 $,200.00 99,$00.00

/2 Kg /3 Kg

1.1 +9,30.00 10 1,200.00 0.0$+ 90,+00.00 1.+ $+,000.00 -/LE BEEC

+,29.00 12,000.00 $,072.+0 7,+00.00 1$8,88.+0

BEEC -bin keramik emen Prt#an% Pasir "asang emen !arna





D ) @


I

1+H x D

2$8,28.+0 2$,82.8+ 23,09*.3*

A...3.36.Pem$!$%'$% 1m2 $%)$" e$m" ++$% 204m 8 204m $%)"!"& arga atuan ;6"< C

-raian

K%e

atuan

Ke4isien


Pekera (ukang Batu Ke"a#a tukang /an%r B



L.01 L.02 L.03 L.0$

F F F F

0.7 0,000.00 0.3+ 100,000.00 0.03+ 120,000.00 0.03+ 120,000.00 -/LE ()CE'E

+,000.00 3+,000.00 $,200.00 $,200.00 99,$00.00

BEEC -bin keramik 20x20

/2

emen Prt#an Pasir "asang emen !arna

Kg /3 Kg

1.1

0,000.00

,000.00

10.$ 1,200.00 0.0$+ 90,+00.00 1.2 $+,000.00 -/LE BEEC

12,$80.00 $,072.+0 72,900.00 1++,$+2.+0


D ) @


I

1+H x D

2+$,8+2.+0 2+,$8+.2+ 20,33.*

A...3.*.Pem$!$%'$% 1 m2 ("%("%' e$m" 204m 8 2*4m arga atuan ;6"< C E

B


K%e

atuan

L.01 L.02 L.03 L.0$

Ke4isien

F F F F

0.9 0,000.00 0.$+ 100,000.00 0.0$+ 120,000.00 0.0$+ 120,000.00 -/LE ()CE'E

72,000.00 $+,000.00 +,$00.00 +,$00.00 127,800.00

Bh Kg /3 Kg

2.+ 3,000.00 9.3 1,200.00 0.018 90,+00.00 1.9$ $+,000.00 -/LE BEEC

79,+00.00 11,10.00 1,29.00 87,300.00 179,+89.00

BEEC Keramik artistik emen Prt#an Pasir Pasang emen !arna





D ) @


I

1+H x D

307,389.00 30,738.90 33,12.90

A...3.39.Pem$!$%'$% 1 m &"%) e$m" ++$% 104m 8 04m arga atuan ;6"< C E


K%e L.01 L.02 L.03 L.0$

atuan

Ke4isien

F F F F

0.09 0.09 0.03+ 0.00+

0,000.00 100,000.00 120,000.00 120,000.00

um#ah arga ;6"< 7,200.00 9,000.00 $,200.00 00.00

B

BEEC P#int keramik emen Prt#an Pasir "asang emen !arna



Bh Kg /3 Kg

+.3 8,$80.00 1.1$ 1,200.00 0.003 90,+00.00 0.02+ $+,000.00 -/LE BEEC

$$,9$$.00 1,38.00 271.+0 1,12+.00 $7,708.+0


D ) @


I

8,708.+0

,870.8+ *,*9.3*

1+H x D

A..6.1.2.Pemb+$)$% ($% &em$!$%'$% 1 m3 +!e% &"%)+ / e%(e$, $:+ e$! I arga atuan ;6"< C E

-raian ()CE'E

K%e

atuan

Ke4isien

F F

 2

Pekera (ukang ka=u Ke"a#a tukang

L.01

L.03

F

/an%r

L.0$

F


80,000.00 110,000.00

$80000 198000

120,000.00

21000

120,000.00 -/LE ()CE'E

3000 930000

L.03 1.80 0.3

BEEC

B

m3

Ba#k ka=u Paku 10 m

Kg

Lem ka=u

Kg

1.20 1.2+ 1 -/LE BEEC

3,000,000.00 2,000.00

3,00,000.00 32,+00.00

$0,000.00

$0,000.00 3,72,+00.00

P)6ELE(EC



-/LE E6'E ELE( um#ah ;E?B?< Overhead & Profit (Contoh 15%) arga atuan Pekeraan ;D?)<

D ) @

0

1+H x D

$,02,+00.00 $0,2+0.00 *,062,*0.00

A..6.1.6. Pemb+$)$% ($% &em$!$%'$% 1 m 2 &"%)+ ($% e%(e$ $4$, $:+ $! I arga atuan ;6"< C E

B

-raian ()CE'E

BEEC

K%e

Pekera (ukang ka=u Ke"a#a tukang

L.01

/an%r

atuan

Ke4isien


F F

0.8 2

80,000.00 110,000.00

$,000.00 2$,000.00

L.03

F

0.2$

120,000.00

28,800.00

L.0$

F

0.0$ -/LE ()CE'E

120,000.00

$,800.00 31,00.00

L.03

Lem ka=u

Kg

0.3 -/LE BEEC

$0,000.00

12,000.00 8$,000.00

P)6ELE(EC



-/LE E6'E ELE( um#ah ;E?B?< Overhead & Profit (Contoh 15%) arga atuan Pekeraan ;D?)<

D ) @

I

1+H x D

$$+,00.00 $$,+0.00 90,160.00

A..*.1.9. Pem$!$%'$% 1 m "!) $%'")$%'") $:+ &-;" arga atuan ;6"< C E

B

-raian ()CE'E Pekera (ukang Ka=u Ke"a#a tukang /an%r

K%e

atuan

L.01 L.02 L.03 L.0$

Ke4isien

F F F F

0.0+ 0,000.00 0.0+ 110,000.00 0.00+ 120,000.00 0.003 120,000.00 -/LE K)6E

m kg

1.0+ 10,+00.00 0.01 18,000.00 -/LE BEEC

11,02+.00 180.00 11,20+.00


D ) @

$000 ++00 00 30 10$0

BEEC List ka=u "r4i# Paku





0

1+H x D

21,66*.00 2,166.*0 23,31.*0

A..*.1.. Pem$!$%'$% 1 m2 $%'")$%'") ':&!+m b-$( arga atuan ;6"< C E

B

-raian ()CE'E

K%e

atuan

Ke4isien

Pekera (ukang ka=u

L.01 L.02

F F

0.1 0.0+

0,000.00 110,000.00

,000.00 *,*00.00

Ke"a#a tukang

L.03

F

0.00+

120,000.00

600.00

/an%r

L.0$

F

0.00+ 120,000.00 -/LE ()CE'E K)6E

600.00 1,00.00

0.3$

2,66.00

BEEC '="sum bar% Paku skru"




Lembar kg

7,000.00

0.11 20,000.00 -/LE E6'E BEEC


0

2,200.00 29,6.00

) @

Overhead & Profit (Contoh 15%) arga atuan Pekeraan ;D?)<

1+H x D

6,6.60 *1,2.60

A.*.1.1 2. Pem$!$%'$% 1 b+$# 4-!e) -%'- &-!e% arga atuan ;6"< C

B

-raian ()CE'E Pekera

K%e L.01

(ukang batu Ke"a#a tukang /an%r

L.02 L.03 L.0$

atuan F

Ke4isien 1 1.+

F

0.1+ 0.1

-nit Kg

1 

/3

0.01

80,000.00 80000 100,000.00 1+0000 120,000.00 18000 120,000.00 19200 -/LE ()CE'E 27200

BEEC #set ngkk emen Prt#an% Pasir "asang



2$$,000.00 1,200.00

2$$,000.00 7,200.00

90,+00.00 -/LE BEEC

90+.00 2+2,10+.00


D ) @



0

1+H x D

+19,30+.00 *1,930.*0 *1,23*.*0

A.*.1.1 1*. Pem$!$%'$% 1 b+$# b$ -%)- &$!$%'$% b$)$ 30830 )"%''" 3* 4m arga atuan ;6"< C E

B



-raian ()CE'E Pekera (ukang batu Ke"a#a tukang /an%r

K%e L.01 L.02 L.03 L.0$

atuan F

F

Ke4isien 2.1 0.72

80,000.00 172800 100,000.00 72000

0.072 120,000.00 8$0 0.011 120,000.00 1320 -/LE ()CE'E 2+$70

BEEC Bata merah emen "rt#an%

bh Kg

Pasir "asang Pasir betn Keriki# Baa tu#angan

/3 /3 /3 Kg

$0 $$

+0.00 2000 1,200.00 +2800

0.07 90,+00.00 0.0 90,+00.00 0.07 210,000.00 1. 1+,+00.00 -/LE BEEC

33+ +$30 1$700 2$800 1300+


D


um#ah ;E?B?<

0 38$82+

@

arga atuan Pekeraan ;D?)<

2*.*

A.*.1.1 12. Pem$!$%'$% 1 b+$# b$ 4+4" &""%' stainlessteel arga atuan ;6"< C E

B

-raian ()CE'E Pekera (ukang batu Ke"a#a tukang /an%r

K%e

atuan

L.01

F

L.02 L.03 L.0$

F

Ke4isien 0.03 0.3

80,000.00 2$00 100,000.00 30000

0.03 120,000.00 300 0.01+ 120,000.00 1800 -/LE ()CE'E 37800

BEEC Bak ui "iring Waterdrain



-nit Bh

1 233,333.00 1 3+0,000.00 -/LE BEEC

233,333.00 3+0,000.00 +83,333.00


D ) @



0

1+H x D

21,133.00 93,169.9* 1,302.9*

A.*.1.1 19. Pem$!$%'$% 1 b+$# $% ("$me)e <= $)$+ 3/= arga atuan ;6"< C E

-raian ()CE'E K)6E Pekera (ukang batu Ke"a#a tukang /an%r

B

atuan

L.01

F

Ke4isien 0.01 0.$

80,000.00 100,000.00

00.00 0,000.00

0.0$

120,000.00

,00.00

0.00+ 120,000.00 -/LE ()CE'E

600.00 6,200.00

1 28,000.00 0.02+ 8$,000.00 -/LE BEEC

2,000.00 2,100.00 30,100.00

L.02 L.03 L.0$

F

BEEC Kran air ea#ta"e



K%e

/ Buah


D ) @



0

1+H x D

6,300.00 11,*.00 ,*.00

A...1.10. Pe%'e4$)$% 1 m2 )emb- b$+ arga atuan ;6"<

um#ah arga

()CE'E Pekera (ukang at Ke"a#a tukang /an%r

E

L.01 L.02 L.03 L.0$

F F F F

0.02 0.03 0.003 0.003 -/LE ()CE'E

80,000.00 100,000.00 120,000.00 120,000.00

Kg Kg Kg

0.1 0.1 0.2 -/LE BEEC

17,000.00 17,000.00 20,+00.00

100 300 7+ 30 901

BEEC

B

P#amuur at %asar at "enutu"

1,700.00 1,700.00 +,330.00 8,730.00

P)6ELE(EC




D ) @


0

1+H x D

1,6.00 1,.60 19,*20.60

A...1.. 1 m2 Pe%'e4$)$% b"($%' $:+ b$+ arga atuan ;6"< C E

B

-raian ()CE'E Pekera (ukang at Ke"a#a tukang /an%r

K%e L.01 L.02 L.03 L.0$

Kuas Pengener Em"e#as

D ) @

Ke4isien

F F F F

0.07 0.009 0.00 0.0003 -/LE ()CE'E

Kg Kg Kg Kg Bh Kg Lbr

0.2 0.1+ 0.17 0.2 0.01 0.03 0.2 -/LE BEEC

80,000.00 100,000.00 120,000.00 120,000.00

+00 900 720 3 72+

BEEC at menie P#amuur at %asar at "enutu"



atuan


27,+00.00 17,000.00 17,000.00 38,+00.00 8,+00.00 2+,000.00 2,000.00

+,+00.00 2,**0.00 2,90.00 10,010.00 *.00 *0.00 00.00 22,1*.00

P)6ELE(EC



0

1+H x D maksimum

29,1.00 2,9.10 32,3*.10

A..*.2.3. Pem$!$%'$% 1 m2 $)$& > 'e%)e%' &$e%)-%' be!$/!+&e N-

U$"

%$K-(e

H$'$ S$)+$% K-e;"!"e% S$)+$% R&7

E

()CE'E Pekera

L.01

F

0.1+

J+m$# H$'$ R&7 80,000.00

12,000.00

Ke"a#a tukang /an%r B



BEEC 'enteng /eta#

L.11 L.1+

F F

Bh

120,000.00 0.008 120,000.00 0.008 -/LE ()CE'E K)6E

960.00 22,170.00

125,000.00 12 -/LE E6'E BEEC

1,500,000.00


D ) @

960.00


0 1,522,170.00

1+H x D

152,217.00 1,674,387.00

P BID. PU

D$;)$ Re%4$%$ A%''$$% B"$:$ Pee$$% 5 Pee%4$%$$% R+m$# T"%''$ M+)"$$ Residence T:&e 36 m² HARGA SATUAN NO.

URAIAN PEKERJAAN

I. 1 2 3 $

PEKERJAAN PERSIAPAN Pembersihan Lahan Direksi Keet, 3 x 3 m2 Pengukuran & Pemasangan B!"#ank Penga%aan air kera

II 1 2 3 $

PEKERJAAN TANAH 'a#ian (anah untuk Pn%asi -rugan (anah 'a#ian Pn%asi Pasir -rug untuk 'a#ian Pn%asi /enerus Ba!ah Lantai Pasir -rug Ba!ah Lantai

?OLUME

R&

SATUAN

ANALISA

78.00 9.00 33.70 1.00

m² m² m² #s

1,100.00 1,90,+37.19 292,221.+3 +00,000.00 J+m$#

E.2.2.1.9. E.2.2.1.+. E.2.2.1.$.

)rr*+08 .29 28.$$ 7.20

m m m m

72,$+0.00 230,000.00 12+,+80.00 12+,+80.00 J+m$#

E.2.3.1.1. E.2.3.1.9. E.2.3.1.11. E.2.3.1.11.

8.+9 1.01 0.81 0.7 1.80

m m m m m

1,110,2$.80 ,189,173.+0 ,189,173.+0 ,189,173.+0 ,189,173.+0 J+m$#

E.3.2.1.3. E.$.1.1.29 E.$.1.1.29 E.$.1.1.29 E.$.1.1.29

III PEKERJAAN PONDASI DAN BETON 1 2 3 $ +

Pasang "n%asi batu ka#i 1 P * 3 Psr #4 1+520 K#m "raktis 1+51+ 6ing Ba#k 1+51+ r Betn Ba!ah Keramik t+m

HARGA SATUAN NO.

URAIAN PEKERJAAN

?OLUME

R&

SATUAN

ANALISA

I? PEKERJAAN DINDING DAN PLESTERAN 1 Pasangan Bata /erah (eba#  Bata, am"uran 1 P * $ Psr 2 P#esteran am"uran 1 P * $ Psr (eba# 1,+ m

119.23 238.$7

m m²

29,7+3,2$.78 +8,8$9.87 J+m$#

E.$.$.2.$. E.$.$.2.+.

? 1 2 3

)rr*+08 )rr*+08 2.7$

m² m² m²

273,09+.3+ 280,337.7+ 338,127.90

E.$.$.3.3+ E.$.$.3.3 E.$.$.3.+$

PEKERJAAN LANTAI Pasang Lantai keramik ukuran $0 x $0 m Pasang Lantai keramik ukuran 20 x 20 m untuk K/5 Pasang %in%ing keramik K/5 ukuran 20 x 2+ m

J+m$# ?I 1 2 3 $ +  7

PEKERJAAN KUSEN PINTU DAN JENDELA Kusen Pintu, en%e#a & :enti#asi Pintu -tama ;1 unit< Pintu Be#akang ;1 unit< Pintu Kamar ;2 unit< Pintu Kamar /an%i ;1 unit< en%e#a 1 ;2 unit< Kaa Bening

3.09 2.2$ 1.9$ $.10 1.$ 2.12 3.3

m m² m² m² m² m² m²

+,02,7+0.00 $90,10.00 $90,10.00 $90,10.00 $90,10.00 $90,10.00 1+0,000.00 J+m$#

E.$..1.2 E.$..1. E.$..1. E.$..1. E.$..1. E.$..1.

HARGA SATUAN NO.

URAIAN PEKERJAAN

?II PEKERJAAN PLA@OND 1 Pas. List P#a4n% '="sum +>> 2 P#a4n% '="sum Bar%, teba# 9 mm ? rangka P#a4n% @uring

?III PEKERJAAN SANITAIR 1 Pasang K#set ngkk 2 Pasang h!er %in%ing 3 Pasang Bak kntr# $ Pasang Kran %iameter 35$ A atau 152 A

?OLUME

SATUAN

R&

ANALISA

1+.00 82.+0

m1 m²

23,831.+0 +1,2$8.0 J+m$#

E.$.+.1.9 E.$.+.1.7

1.00 1.00 1.00 2.00

Bh Bh Bh Bh

+71,23+.+0 1,+00,000.00 $$2,+$8.7+ 87,7$+.00 J+m$#

E.+.1.12 E.+.1.1.1+ E.+.1.1.19

HARGA SATUAN NO.

URAIAN PEKERJAAN

?OLUME

SATUAN

R

ANALISA

 1 2 3 $ + 

PEKERJAAN INSTALASI LISTRIK Pasang titik t" kntak Pasang titik Lam"u Pasang ak#ar (ungga# Pasang ak#ar 'an%a Pasang Lam"u (L Pasang Lam"u Piar

8.00 10.00 .00 2.00 9.00 1.00

(tk (tk Bh Bh et et

11,200.00 110,000.00 1+,+00.00 17,000.00 +,+00.00 +,+00.00 J+m$#

I 1 2 3 $ +

PEKERJAAN PENGEATAN Pengeatan %in%ing %engan at=#a 2x Pengeatan #is "#a4n %engan at=#a 2x Pengeatan kusen %engan EGian 2x Pengeatan %aun "intu %engan EGian 2x Pengeatan %aun en%e#a %engan EGian 2x

238.$7 1+.00 0.71 8.28 2.12

m² m² m² m² m²

19,+20.0 2$,$00.7+ 32,38+.10 32,38+.10 32,38+.10 J+m$#

E.$.7.1.10 E.$.7.1.10 E.$.7.1.$ E.$.7.1.$ E.$.7.1.$

+.+3 11.07

m² /3

1,7$,387.00 1,7$,387.00 J+m$#

E.$.+.2.3 E.$.+.2.3

I PEKERJAAN PEMASANGAN ATAP 1 "emasangan ata" 2 "emasangan "enutu" ata" genteng meta#

JUMLAH HARGA R&7

1,2++,800.00 17,$$,83$.73 9,8$7,8+.+9 +00,000.00 29,2,*00.32

)rr*+08 1,$$,8+3.33 3,+71,181.2+ 90$,17.00 E5*0

9,+$0,90+.88 ,2+7,2+$.$1 +,013,230.+$ $,92,9$0.81 11,1$0,+12.30 36,6,3.93

JUMLAH HARGA R&7

3,+$7,+8,72$.7 1$,033,73.72 3,*61,620,.39

)rr*+08 )rr*+08 92+,$+.0 E5*0

1+,$3,897.+0 1,099,919.0$ 9$8,$+9.0 2,009,8+2.0 803,82.$0 1,0$1,099.8$ +0$,$+0.00 22,0*1,*0.

JUMLAH HARGA

3,932,197.+0 $,228,009.+0 ,160,20.00

+71,23+.+0 1,+00,000.00 $$2,+$8.7+ 17+,$90.00 2,69,2.2*

JUMLAH HARGA

89,00.00 1,100,000.00 93,000.00 3$,000.00 +89,+00.00 +,+00.00 1,91,600.00

$,++,022.82 $,02,123.7+ 22,88$.93 28,129.20 8,78+.9+ 9,00,96.6*

9,2,2+$.$ 18,+32,+09.29 2,9,63.93

REKAPITUL RENANA ANGGARA R+m$# T"%''$ T"($ Be)"%

NO.    : : : : :     ® ® ® ®

URAIAN PEKERJAAN P)K)6EEC P)6EPEC P)K)6EEC (ECE P)K)6EEC PFCDE DEC B)(FC P)K)6EEC DCDC' DEC PL)()6EC P)K)6EEC LEC(E P)K)6EEC K-)C PC(- DEC )CD)LE P)K)6EEC PLE@FCD P)K)6EEC EC(E6 P)K)6EEC C(ELE E6 P)K)6EEC C(ELE L(6K P)K)6EEC P)C')E(EC P)K)6EEC P)/EEC'EC E(EP JUMLAH BIACA PAJAK PPN 10  JUMLAH TOTAL BIACA DIBULATKAN

"TERBILANG"

ASI BIACA RAB7 $) T:&e 100/260 m²

JUMLAH HARGA R&7

29,2$8,+00.32 )rr*+08 3,$$,8$3.93 3,+1,20,$88.39 )rr*+08 22,0+1,+$0.$$ 8,10,207.00 2,89,27$.2+ 2,000,000.00 1,971,00.00 9,0$0,9$.+ 27,798,73.93 E5*0 E5*0 E5*0 E5*0

"DUA RATUS DUA JUTA LIMA RATUS ENAM RIBU RUPIAH",-

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RAB IBUK

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