Copy of Revisi Rab Arsitektur Volume Konsultan _14.03.16 Update

8/19/2019 Copy of Revisi Rab Arsitektur Volume Konsultan _14.03.16 Update

1/43

REKAPITULASI RINCIAN ANGGARAN BIAYA

NO. URAIAN PEKERJAAN

PEKERJAAN FINISHING ARSITEKTUR I PEKERJAAN FINISHING PER RUANG

II PEKERJAAN PINTU JENDELA

PEKERJAAN FINISHING ARSITEKTUR

PEKERJAAN MEKANIKAL DAN ELEKTRIKAL

I PEKERJAAN ELECTRICAL

II PEKERJAAN MEKANIKAL

PEKERJAAN MEKANIKAL DAN ELEKTRIKAL

TOTAL I

DIBULATKAN


2/43

JUMLAH

( Rp. )

#REF!

#REF!

#REF!

20,525,000

5,850,000

26,",

#REF!

#REF!


3/43

RINCIAN ANGGARAN BIAYA

PEKERJAAN ARSITEKTUR

NO.URAIAN PEKERJAAN VOL

SATUANHARGA SATU

REVISI (Rp.

I PEKERJAAN FINISHING PER RUANGI. A D""$ %&'& "$&" 6$6."% M2 $

II.B KAMAR TYPICAL $ ( & UNIT )

) L&"'& *++"- A- U. 50 / 50 5 M2 )12,80

2 L&"'& L$' G&3'- U. 50 / 50 28 M2 )42,80

4 L&"'& P-- G- U. 50 / 50 8.00 M2 )4),40

1 D""$ T&6+ L$' G- U. 50 / 50 78.00 M2 )50,50

5 P&3+" &p6 $p69 :&& ;+& 899, R&"$& $& "- 44.8= M) )5,00

)0 L6' p"' &"'& &9"9 )?) @9 22.20 M) )5,00

)) P&6&"$ *&p&p- M2 )50,00

)2 C&' p&3+" I"'-+ E?. ICI C&'&@ 21.80 M2 50,00

)4 C&' ""$ I"'-+ E?. ICI C&'&@ 58.88 M2 50,00

)1 F"6"$ ;-'+" &"'& ( ITEM %ARU TAM%AHAN 4.75

JUMLAH

'.D KAMAR TYPICAL ( $ UNIT )) L&"'& *++"- A- U. 50 / 50 )7 M2 )12,80

2 L&"'& L$' G&3'- U. 50 / 50 ) M2 )42,80

4 L&"'& P-- ;+>" U. 50 / 50 4 M2 )4),40

1 D""$ T&6+ L$' ;-$- U. 50 / 50 25.) M2 )50,50

5 D""$ %&'& "$&" 8.5) M2 )50,00

P&3+" &p6 $p69 :&& ;+& 899, R&"$& $&


4/43




SATUANHARGA SATU

REVISI (Rp.

TOTAL JUMLAH

'.F SELASAR ) L&"'& *++"- A- U. 50 / 50 . M2 )12,80

2 L&"'& L$' G&3'- U. 50 / 50 2%. M2 )42,80

4 P&3+" &p6 $p69 :&& ;+& 899, R&"$& $&


5/43




SATUANHARGA SATU

REVISI (Rp.

L1345 A*

) L =0,8 / T 4),1 @9 )8.00 6-' 2 L=5,4 / T 4),1 @9 =.00 6-'

4 K&@& ;-""$ 5 99 41.20 M2

1 S+" K&@& 4)5.00 M

5 S+" T-9;+ )80.=0 M

SU% JUMLA

II.D J$ / J27 UNIT

) K6-" A9"9 4 6& '-9&6 3"6 p+>- @+&'"$ 2.10 9)

2 C&69-"' >"+> T+p H"$ L=0,8?T52.1 4.00 &"

4 E"$6- @&6-9-"' 8 DKSSS401 4.00 SET

1 R&9;"@6 1 DKS 4.00 %&

L1345 A*

) L =0,8 / T 4),1 @9 ).00 6-'

2 K&@& ;-""$ 5 99 4.)8 M2

4 S+" K&@& 4.00 M

1 S+" T-9;+ 47.20 M

SU% JUMLAH

PENGADAAN ARMATUR

) I"6'&&6 6'+p +"'& 2" T' )50

2 I"6'&&6 &9p LED +>"$' 5 >&'' 27 T' )50

4 I"6'&&6 &9p LED +>"$' )8 >&'' 4 T' )50

1 I"6'&&6 &9p T5 )1 >&'' 27 T' )50

5 S'+p +"'& 2" T' 50

S&& $&"& 27 T' 757 S&& '"$$& 2 T' 50

JUMLAH

II.E SANITARY 8 ASSESORIES ( SUPPLAY BY O9NER)

) UPAH PASANG CLOSED DUDUK TOTO C* 12)S* 120 JP = "' )50

2 UPAH PASANG J-' Sp& TH/20N% E/. TOTO = ; 50

4 UPAH PASANGS'+p K&" P&"&6 D"$" T/174SL; E? T+'+ = ; 50

1 UPAH PASANG F?- S+>- H-& T/15SEN E? T+'+ = ; )00

5 UPAH PASANG K&" T/11)SE E/ T+'+ = ; 50

UPAH PASANG T-9p&' S&;" S)5N E/. TOTO = ; 25

7 UPAH PASANG *&6'&3- L*24CJ -?. T+'+ = ; )50

8 UPAH PASANG K&" T/)0)L% = ; 25

= UPAH PASANG F++ D&" T/)%N E/.T+'+ )8 ; 25

JUMLAH

TOTAL


6/43

JUMLAH HARGA

(Rp.)

,%%6,

,$,&

$,",&

$$,%,

,$,2

$,2,

%2,&

2,,&

$,2,

:

&,%6,

$$,6,

51,81=,00.00

7,==,800.00

4,7)8,100.00

),050,100.00

2,=41,750.00

1),)0,000.00

8,07),200.00

400,000.00

=72,100.00

508,450.00

444,000.00

),210,000.00

2,=11,000.00

7),)75,400.00

2,127,00.00

2,)21,800.00

4=4,=00.00

4,78,580.00

)0,27,500.00

2,141,850.00

225,000.00

120,200.00

540,100.00

414,450.00

),172,500.00


7/43

JUMLAH HARGA

(Rp.)

2,22,6.

),)12,100.00

4,85),200.00

1,27=,750.00

),847,500.00

=07,800.00

52,450.00

2,252,500.00

4,851,000.00

$,,".

2,524,200.00

2,74=,800.00

40,000.00

277,800.00

),112,000.00

2,442,000.00

%,6&,

),500,000.00

=0),00.00

),07,200.00

1,008,800.00

2,850,000.00

),78,080.00

2,==),40.00

7,5)=,110.00


8/43

JUMLAH HARGA

(Rp.)

4,750,000

1,050,000

5,100,000

1,050,000

),250,0002,025,000

)00,000

2,"2",

),450,000

150,000

150,000

=00,000

150,000

225,000

),450,000

225,000

150,000

",",

219,613,120.00


9/43

DAFTAR HARGA MATERIAL

NO NAMA MATERIAL SATUAN

MATERIAL ALAM

1 P&6 M3

2 K+& T-"6& )/2 M3

3 %&' & M3

4 S' M3

5 S-9-" G-6 10 K$ Zak

6 %&'& M-& BH

7 K& -&p& U.1??1 9 )5000 M3

8 P&p&" U 2/20/1 M 27500 M3

9 P& Kg

BESI

1 %-6 %-'+" H&" P++6 )0 SNI Kg

2 %-6 %-'+" H&" P++6 8 SNI Kg

3 %-6 %-'+" H&" P++6 SNI Kg

4 %-"&' kg

BAHAN PENUTUP ATAP

1 G-"'-"$ M+"- E?- M'"- M"$' %&@ BH

2 G-"'-"$ M+" T+p L$' BH

3 G-"'-"$ N+ (E?- R$- BH

4 R$- T-- ) M p-"&"$$& BH

5 E?- V-$- E?. G-"'-"$ 9+"- BH

6 E?- V-$-E" E?. G-"'-"$ 9+"- BH

7 T+p F-? 5 M RSC E?. G-"'-"$ M+"- BH

8 A'&p G''& M-& U. 200 C9 / =5 C9 LBR

9 Drilling gutta merah k! 6"5 #m BH

BAHAN UNTUK LANTAI DAN DINDING

1 S"@-- 00 U. 0 / 0 D6

2 K-&9 &"'& KM M&$9& G- U. 50 / 50 D6

3 K-&9 ""$ KM G+& G- U. 50 / 50 D6

4 K-&9 &"'& '-&6 6'+"- ;&@ U 10 / 10 D6

BAHAN PLUMBING 8 SANITAIR (TERMASUK PASANG)

1 CLOSED DUDUK TOTO C* 12)S* 120 JP SET

2 *ASTAFEL TOTO L 52 D SET

3 KITCHEN INK ROAL S% 8 U 80 / 500 %H

3 %AK MANDI UK. 50 / 50 p@6

3 KRAN DINDING A8)0CATA% E/. ONDA p@6

4 KRAN INK E/. ONDA p@6

5 " U. 8 / 14 E?. +& p@6

6 TEMPAT SA%UN E/. TRISENSA *HITE p@6

7 FLOOR DRAIN CROOME STANDART p@6

8 S+>- 9 -? '+'+ p@6

ALLUMINIUM , KACA , PINTU


10/43

1 Ku$en %llumuniun 3 & P'()er *'ting (arna +utih M1

2 S"$ *"+> 2 HS , L )25 / T)08 @9 ( J1 nit

3 C&6-9-"' *"+> T+p H"$ L17 / T)04 ( J2 nit

4 C&6-9-"' *"+> T+p H"$ L4/T)05 ( J4 nit

5 C&6-9-"' *"+> T+p H"$ L17/T)04 ( J) nit

6 K&@& @-& 899 M2

7 K&@& @-& 599 M2

8 S A9"9 U. )2 / )2 / M CA E?. A@+ Btg

9 L6' U A9"9 U. 48 / M CA E? A@+ Btg

1, Daun Pintu %lumunium - lengka+ )engan Rel . nit

11 P1 Pintu /0at'h k! 239 #m 82 #m nit

12 P2 Pintu multi+lek k! 2,9 #m 72 #m nit

13 P3 Pintu $limar nit

14 P4 Pintu /0at'h k! 239 #m 72 #m nit

PLAFON

1 H%DL/ tg

2 re( :0+$um 6 1 ; 1,,, P*$ P*$

3 H'll'( ga


11/43

DAFTAR UPAH SEMAMBUNG MANDALA

/ R%%/ PKR=%%/ %C

1 #%C P/C LD /C

2 #%C P/C MLCPLK /C

3 %#%/ M2

4 PLCR %RCKCR M25 B/%/:%/ :%/C/: M1

6 B/%/:%/ B%LK M1

7 B'(+lank M1

8 :alian Canah M3

9 P'n)a$i Batu Kali M3

1, P'erFPeme$ianF#'r M3

11 rugan Canah P'n)a$i M3

12 Lantai Kera l''A M2

13 l''A B25 M3

14 l''A B15 M3

15 K'l'm M3

16 Pi+a 4& M1

17 Pa$ Bata Merah M2

18 Bal'k B1, M3

19 Bal'k B15 M3

2, Raat Lantai M2

21 Ring Bal'k )iata$ +agar et'n M3

22 Pa$ Bata Ringan M2

23 Calang *'r km elakang l$

24 Rangka %ta+ :al


12/43

HARGA SATUAN

R+ 16,",,,

R+ 23,",,,

R+ 135",,,

R+ 85",,,

R+ 55",,,

R+ 63,

R+ 1"6,,",,,

R+ 1"7,,",,,

R+ 8"5,,

R+ 6"6,,

R+ 6"6,,

R+ 7"5,,

R+ 1,"3,,

R+ 7"9,,

R+ 35,",,,

R+ 12",,,

R+ 13"636

R+ 13"636

R+ 18"181

R+ 318"818

R+ 1,9",9,

R+ 818

R+ 2,,",,,

R+ 65"9,9

R+ 65"9,9

R+ 58"636

Rp ),547,500.00

Rp 88,750.00

Rp 145,000.00

Rp )45,000.00

Rp 0,00.00

Rp 81,000.00

Rp 250,000.00

Rp )=,000.00

Rp 47,500.00

Rp 2,088,000.00


13/43

R+ 77",,,

Rp 2,50

Rp 10),750

Rp 18),250

Rp 12,750

Rp )2,800

R+ 95",,,

R+ 15",,,

R+ 16",,,

R+ 1"4,,",,,

R+ 1"2,,",,,

R+ 85,",,,

R+ 1"1,,",,,

R+ 95,",,,

R+ 17",,,

R+ 39

R+ 16"816

R+ 5"9,9

R+ 1,9",9,R+ 39"76,

R+ 65",,,

R+ 6"5,,

R+ 52"545

R+ 52",,,

R+ 42",,,

R+ 43"181

R+ 2,",,,

R+ 1,,",,,

R+ 6"5,,

R+ 15",,,

R+ 25",,,

R+ 8"75,

R+ 12",,,

R+ 59"6,,

R+ 232"6,,

Rp )1),500.00

Rp )7,000.00

Rp )02,700.00

Rp ),700,000.00

Rp 2,00,000.00


14/43

H%R:% %C

65,",,,

65,",,,

1,",,,

25",,,17",,,

15",,,

7",,,!,,

35",,,!,,

8,",,,!,,

8,",,,!,,

4",,,!,,

5",,,!,,

8,",,,!,,

6,",,,!,,

25",,,!,,

6",,,!,,

25",,,!,,

25",,,

25",,,

7"5,,!,,

25",,,!,,

25",,,!,,

25,",,,!,,

19",,,!,,

17",,,!,,

2,",,,!,,

1,,",,,!,,25",,,!,,

1,,",,,!,,

25",,,!,,

17",,,!,,

6",,,!,,

9",,,!,,

7",,,!,,

4,",,,!,,

5,",,,!,,

11,",,,!,,

125",,,!,,4,",,,!,,

35,",,,!,,

3,,",,,!,,

11,",,,!,,


15/43

I PEKERJAAN PONDASI1m' Uitzet + Bouwplank

0.004 m³ Kaso MC

0.007 m³ Papan

0.150 kg Paku

1.000 ls Alat bantu

1.000 m' Upah pasang

1 m3 alian tana!

1.000 ls Alat bantu

1.000 m3 Upah kera

1.000 ls

1 m3 U"u# tana!

1.000 m3 !"ru

1.000 ls Alat bantu

1.000 m3 Upah kera

1 m3 Buan# tana! kelua" loka$i

1.000 ls Alat bantu1.000 m3 Upah kera

1.000 #s

1 m3 U"u# pa$i"

1.000 m3 Pas"r urug

1.000 ls Alat bantu

1.000 m3 Upah kera

1 %3 PAS BA&U aan$tampen#

1.$00 M³ %atu kal"

1.000 #s Alat bantu

1.000 M³ Upah

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p &p

&p

&p

&p

&p

&p

&p


16/43

1 %3 PAS BA&U PADAS

1.$00 M³ %atu pa(as

10).000 Kg !emen

0.*00 M³ Pas"r pasang

1!,,, l$ %lat antu ;R+

1.000 M³ Upah

II PEKERJAAN BE&ON BER&UAN

0.)00 M3 !tenslagh1+$

*.500 ,aak !emen PC

0.*50 M3 Pas"r -or1.000 #s Alat bantu

1.000 M3 Upah kera

0.105 M3 !tenslagh1+$

$$.)00 Kg !emen PC

0.0*) M3 Pas"r -or

1.000 #s Alat bantu

1.000 M$ Upah kera

0.0$* M3 !tenslagh1+$

).705 Kg !emen PC

0.0$) M3 Pas"r -or

1.000 #s Alat bantu

1.000 M3 Upah kera

0.00* m3 Papan $+$0

0.*00 Kg Paku

&p

&p

&p

&p

1 %3 BE&ON K(() $itemi*

&p

&p

&p &p

&p

1 %( BE&ON B t , 1-m

&p

&p

&p

&p

&p

1 %( BE&ON 1.3.) u antai Ke"/a t , )-m'

&p

&p

&p

&p

&p

1 %( Beki$tin# p"akti$

&p

&p


17/43

0.01) M3 Usuk 3+5 MC

1!,,, l$ %lat antu ;R+

1.000 M$ Upah kera

1.0$0 Kg %es" beton

0.0$0 Kg Kaat beton

1.000 kg Alat %antu

1.000 Kg Upah kera

1 Unit Beton P0 1

0.075 m3 %eton k$$50.*00 m$ %ek"st"ng

$5.000 kg %es" beton

1 Unit Beton P0 (

0.100 m3 %eton k$$5

0.*00 m$ %ek"st"ng

$4.7$3 kg %es" beton

1 m3 Beton Sloo 1) * ()

1.000 m3 %eton k$$5

13.000 m$ %ek"st"ng

137.4$$ kg %es" beton

1 m3 Beton Sloo 1 2 1)

1.000 m3 %eton k$$5

$0.000 m$ %ek"st"ng

$0).000 kg %es" beton

1 m3 Beton Kolom 1 * 1

1.000 m3 %eton k$$5

$0.000 m$ %ek"st"ng

305.77) kg %es" beton

&p

&p

1 K PEKERJAAN PE%BESIAN U(

&p

&p

&p

&p

&p &p

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p


18/43

1 m3 Beton Kolom 1 * (

1.000 m3 %eton k$$5

$5.000 m$ %ek"st"ng

1*7.**7 kg %es" beton

1 m3 Beton Balok 1 4 1

1.000 m3 %eton k$$5

$0.000 m$ %ek"st"ng

157.7$4 kg %es" beton

1 m3 Beton Plat Dekke"

1.000 m3 %eton k$$5

*.500 m$ %ek"st"ng

$3.500 kg %es" beton

1 m3 Beton Plat %e/a 5apu"

1.000 m3 %eton k$$5

11.3*5 m$ %ek"st"ng

1*.*4$ kg %es" beton

PEKERJAAN A&AP

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p

&p


19/43

1 m' 6la$!in# atap

1.050 m' &p

1.000 ls /ngkos tekuk &p

1.000 ls Alat bantu &p

1.000 m' Upah lash"ng &p

1 m( Atap enten#

1$.500 bh G-"'-"$ M+"- E?- M'"- M"$' %&@ &p

1.000 ls Mater"al bantu &p

1.000 m$ Upah pasang enteng &p

1 m' Nok entin#3.500 bh G-"'-"$ N+ (E?- R$- &p

0.010 m3 Mortar &p

1.000 m' Mater"al bantu &p

1.000 m' Upah pasang nok &p

1 %' &alan# 5ata"

1.050 m' :a


20/43

1*00000 2p *0)0

1700000 2p 11577

)500 2p 1$75 1789

1500 2p 1500

7000 2p 7000 78)

umlah 2p $7400

"bulatkan 2p (:8

5000 2p 5000

35000 2p 35000 8

umlah 2p 40000

"bulatkan 2p 8

150000 2p 150000

6 2p 6

50000 2p 50000

umlah 2p $00000

"bulatkan 2p (8

15000 2p 1500050000 2p 50000 ;)8

umlah 2p *5000

"bulatkan 2p ;)8

1*0000 2p 1*0000 1;8

$000 2p $000

4000 2p 4000 ;8

umlah 2p 1**000"bulatkan 2p 1;;8

135000 2p 1*$000

5000 2p 5000

)0000 2p )0000 (:8

umlah 2p $47000


21/43

"bulatkan 2p (:8

135000 2p 1*$000

1100 2p 11))00

1*0000 2p *000 3:;87

7"5,, @R+ 7"5,,

)0000 2p )0000 7:8)

umlah 2p 4*4300

"bulatkan 2p ;83

$30000 2p 1)4000

55000 2p 357500

1*0000 2p 104000 ;)8)$5000 2p $5000

100000 2p 100000 1()8

umlah 2p 770500

"bulatkan 2p ::8)

$30000 2p $4150

1100 2p $50)0

1*0000 2p 10))0 ;81

3000 2p 3000

5000 2p 5000 78

umlah 2p *)100

"bulatkan 2p ;781

$30000 2p 5)0

1100 2p 575

1*0000 2p 4457 (8

$000 2p $000

5000 2p 5000 :8

umlah 2p $7000

"bulatkan 2p (:8

1700000 2p 105*

)500 2p 5100


22/43

1*00000 2p $5*) )8;

2",,, @R+ 2",,,

35000 2p 35000 3:8

umlah 2p )$*00

"bulatkan 2p 7(8;

**00 2p *73$

10300 2p $0* ;89

6 2p 6

$000 2p $000 (8

umlah 2p )00

"bulatkan 2p 789

770500 2p 577)))$*00 2p 45*0

)00 2p $$$500 3$)00

umlah 2p 3$)00

"bulatkan 2p 3(987

770500 2p 77050

)$*00 2p 45*0

)00 2p $$003) 34**00

umlah 2p 34**00

"bulatkan 2p 3;8;

770500 2p 770500

)$*00 2p 1073)00

)00 2p 1$$305* 30*7400

umlah 2p 30*7400

"bulatkan 2p 38;:8

770500 2p 770500

)$*00 2p 1*5$000

)00 2p 1)51$00 4$73700

umlah 2p 4$73700

"bulatkan 2p 8(:38:

770500 2p 770500

)$*00 2p 1*5$000

)00 2p $7$14$4 514300


23/43

umlah 2p 514300

"bulatkan 2p )81389

770500 2p 770500

)$*00 2p $0*5000 15,",,,

)00 2p 14$$3* 43$7700 7,,",,,umlah 2p 43$7700 61,",,,

"bulatkan 2p 83(:8:

1"46,",,,

14"6,,

770500 2p 770500

)$*00 2p 1*5$000

)00 2p 140374$ 3)$*$00

umlah 2p 3)$*$00

"bulatkan 2p 387(;8(

770500 2p 770500

)$*00 2p 53*00

)00 2p $0150 18)1;8;

umlah 2p 151**00

"bulatkan 2p 18)1;8;

770500 2p 770500

)$*00 2p 3)7**

**00 2p 10)3) 1871981

umlah 2p 1)1100

"bulatkan 2p 187198


24/43

$0000 2p $1000

37$ 2p 37$ (87

1500 2p 1500

$5000 2p $5000 (;8)umlah 2p 51300

"bulatkan 2p )183

)00 2p 111$50

15$00 2p 15$00 1(;8)

$5000 2p $5000 ()8

umlah 2p 151500

"bulatkan 2p 1)18)

17000 2p 5500

4*1500 2p 4*15

5000 2p 5000 ;981

30000 2p 30000 38

umlah 2p 100

"bulatkan 2p 9981

431)1 2p 45340

)000 2p )000 )383

$500 2p $500

$0000 2p $0000 ((8)

umlah 2p 75)00

"bulatkan 2p :)87

17333 2p 17333

14000 2p 14000

3000 2p 3000 383

30000 2p 30000 38

umlah 2p *4300

"bulatkan 2p ;83


25/43

5!4 m


26/43


27/43

11!5,,I

235",,,",,, 27",25",,,!,,, 12 9,,",,, 2"252",83!333 3"152",83!333

13!3333333333

,!,375 26!6666666667

1,6!6666666667

8!8888888889 12!5 111!1111 K:

8, 177!7777777778

14222!222222222

142!2222222222

11!8518518519 2!22 26!31111 K:

137!4222

2,

,!,15 66!6666666667

266!6666666667

22!2222222222 7!4 164!4444 K:

53 444!4444444444

23555!555555556

235!5555555556

19!6296296296 2!22 43!57778 K:


28/43

2,8!,222


29/43


30/43

1 M Pasangan Roag Ba!a 1 "# $ % Ps

11!11 h Bata Merah ;R+

,!88 Kg ement +'rtlan) ;R+

,!,, m3 Pa$ir +a$ang ;R+

1!,, l$ %lat antu ;R+

1!,, m2 +a$angan ata merah ;R+

1 M2 Pasangan Ba!a M&'a( 1)2 *a!a 1 "# $ % Ps

7,!,, h Bata Merah ;R+

16!17 Kg ement +'rtlan) ;R+

,!,5 m3 Pa$ir +a$ang ;R+


1!,, m2 +a$angan ata merah ;R+

1 M2 P&s!&'an 1 $ % !&*a 20++

,!,4 M3 Pa$ir +a$ang ;R+

8!75 kg emen +'rtlan) ;R+


1!,, m2 u+ah ;R+

1 M2 P&n&*aan -n-ng 1 $ %


8!65 kg emen +'rtlan) ;R+


1!,, m2 u+ah ;R+

1 M2 P&s!&'an Mo!- /o!a 1 $ %

,!3, M3 Pa$ir +a$ang ;R+

18!4, kg emen +'rtlan) ;R+


1!,, m2 u+ah ;R+

1 M P&s!&'an Ban*anan


9!5, kg emen +'rtlan) ;R+


31/43


1!,, m u+ah ;R+

1 M B&nangan s!

1!3, kg emen P'rtlan)


1!,, m1 u+ah ;R+

1 M B&nangan o"&n-ng

1!3, kg emen P'rtlan)


1!,, m1 u+ah ;R+

1 M L-s! P-n! Lan!a- ) S(ao4 -n&

1!,, m1 Plint 12 %lumunium


1!,, m2 u+ah ;R+

1 M2 /&'a+- Lan!a- 5oo-n& A&'

1!,5 M2 ('')line al)er k! 5, 5,

5!15 kg emen P'rtlan)

,!,5 m3 Pa$ir +a$ang

,!39 kg emen nat


1!,, m2 +ah kera

1 M2 /&'a+- Lan!a- L-g(! G'a!&

1!,5 M2 Light :raJte k! 5, 5,



,!39 kg emen nat


1!,, m2 +ah kera

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+


32/43

1 M2 /&'a+- Lan!a- 7ORAL NIGHT

1!,5 M2 Light :raJte k! 5, 5,


,!,5 m3 Pa$ir +a$ang ,!39 kg emen nat


1!,, m2 +ah kera

1 M2 /&'a+- Lan!a- /M U. 8080 Mag+a G'&:

1!,5 M2 Keramik 4,4,


,!,5 m3 Pa$ir +a$ang ,!25 kg emen nat


1!,, m2 +ah kera

1 M2 /&'a+- Lan!a- 8080 S!on& Ba#

1!,5 M2 Keramik 4,4,



,!25 kg emen nat


1!,, m2 +ah kera

1 M2 /&'a+- -n-ng

1!,5 M2 Keramik 5, 5, Cra$' Light :re0



,!15 kg emen nat


1!,, m +ah kera

1 M2 /&'a+- -n-ng %0 ; %0 G(o-a G'&:

1!,5 M2 Keramik 5, 5, :h'lia :re0

;R+

;R+

;R+ ;R+

;R+

;R+

;R+

;R+ ;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+


33/43



,!15 kg emen nat


1!,, m +ah kera

1 Un-! /&'a+- M&


34/43

1 +2 7a! D-n-ng > Paon 7a!:a# Es!&'-o'

,!25 lr %m+la$

,!,2 h Kua$GR'll

,!15 m2 Plamir %lkali

,!53 kg #at0la*

1!,, m2 Matrial antu 1!,, m2 +ah #at

1M /s&n A+n-+ 3

1!,5 m %lumunium Pr'Jl 3&

2!,, h $kru+ Jer

,!,5 tue ealant


1!,, m +ah kera

1M2 %ta+ Ka*a 8mm

1 m2 Ka*a *lear 8mm

1M Pa$ang ealent

,!228 tue ealant

1 l$ %lat antu ;R+

1 m +ah kera

/C%L% %L%C LCRK

/M 2 1!5mm

;R+

;R+

;R+

;R+

;R+ ;R+

;R+

;R+

;R+

;R+

;R+

;R+

;R+


35/43

8!33 m kael /M 2 1!5mm

,!6 tg Pi+a 5G8

1!5 h C D'$ G =ung*ti'n

1 l$ Material Bantu

1 l$ +ah G =a$a

/M 2 2!5mm

6!19 m kael /M 2 2!5mm

,!6 tg Pi+a 5G8

1!5 h C D'$ G =ung*ti'n

1 l$ Material Bantu

1 l$ +ah G =a$a

PG ) PINTU GESER ? @ UNIT

7 BC: C%/: MHR 21, #M >

1 BC: %MB%/: %C% /: 6, #M @ 7 BC: G 6,, #M

1 BC: %M%B%/: B%%H /: 6, #M @ 7 BC: G 6,, #M

2 BC: CCP %MB%/: 6, #M @ 14 BC: G 6,, #M

4 BC: HLL 1221, #M @ 7 BC: G 6,, #M

2 BC: P%/DRLL 15, #M @ 7 BC: G 6,, #M

14 BC: CRD

14 P# H%/DL #M C%/L DK/

14 P# K/# LD/:

7 C RL MLLR =3

3, M BL MHR 21, #M


36/43

63, @R+ 7",,,

1"1,, @R+ 968

16,",,, @R+ 736 8"7,4

1",,, @R+ 1",,,

35",,, @R+ 35",,, 36",,, =umlah @R+ 44"7,4

Diulatkan @R+ )8

63, @R+ 44"1,,

1"1,, @R+ 17"782

16,",,, @R+ 7"36, 69"242

1",,, @R+ 1",,,

28",,, @R+ 28",,, 29",,,

=umlah @R+ 98"242Diulatkan @R+ 978

16,",,, @R+ 6"88,

1"1,, @R+ 9"625 16"5,5

2",,, @R+ 2",,,

35",,, @R+ 35",,, 37",,,

=umlah @R+ 53"5,5

Diulatkan @R+ )8

137"5,, @R+ 6"738

1"3,, @R+ 11"245 18",,,

2"973 @R+ 2"973

5,"8,, @R+ 5,"8,, 53"8,,

=umlah @R+ 71"8,,

Diulatkan @R+ 71"8,,

R+ 16,",,, @R+ 47"84,

R+ 1"1,, @R+ 2,"24, 68",8,

@R+ 4"742

35",,, @R+ 35",,, 35",,,

=umlah @R+ 1,3",8,

Diulatkan @R+ 138

16,",,, @R+ 3"96,

1"3,, @R+ 12"355 16"3,,


37/43

1"442 @R+ 1"442

25"4,, @R+ 25"4,, 26"8,,

=umlah @R+ 43"1,,


R+ 1"1,, @R+ 1"43, 1"43,

, @R+ >

15",,, @R+ 15",,, 15",,,

=umlah @R+ 16"43,

Diulatkan @R+ 1;8

R+ 1"1,, @R+ 1"43,

@R+

17",,, @R+ 17",,, 18"43, =umlah @R+ 18"43,

Diulatkan @R+ 178

2"5,, @R+ 2"5,, 2"5,,

1",,, @R+ 1",,,

1,",,, @R+ 1,",,, 11",,,

=umlah @R+ 13"5,,

Diulatkan @R+ 138)

78"5,, @R+ 82"425

1"3,, @R+ 6"695

137"5,, @R+ 6"875

1,",,, @R+ 3"9,, 99"895

2"911 @R+ 2"911

4,",,, @R+ 4,",,, 42"911

=umlah @R+ 142"8,6

Diulatkan @R+ 1(87

69",,, @R+ 72"45,

1"3,, @R+ 6"695

137"5,, @R+ 6"875

1,",,, @R+ 3"9,, 89"92,

2"911 @R+ 2"911

4,",,, @R+ 4,",,, 42"911


38/43

=umlah @R+ 132"831

Diulatkan @R+ 13(87

67"5,, @R+ 7,"875

1"3,, @R+ 6"695

137"5,, @R+ 6"8751,",,, @R+ 3"9,, 88"345

2"911 @R+ 2"911

4,",,, @R+ 4,",,, 42"911

=umlah @R+ 131"256

Diulatkan @R+ 13183

65"9,9 @R+ 69"2,4

1"1,, @R+ 6"985

16,",,, @R+ 8"48,1,",,, @R+ 2"5,, 87"169

2",,, @R+ 2",,,

4,",,, @R+ 4,",,, 42",,,

=umlah @R+ 129"169

Diulatkan @R+ 1(98(

58"636 @R+ 61"568

1"1,, @R+ 6"985

16,",,, @R+ 8"48,

1,",,, @R+ 2"5,, 79"533

2",,, @R+ 2",,,

4,",,, @R+ 4,",,, 42",,,

=umlah @R+ 121"533

Diulatkan @R+ 1((8

69",,, @R+ 72"45,

1"1,, @R+ 7"194

16,",,, @R+ 3"36,

1,",,, @R+ 1"5,, 84"5,4

1",,, @R+ 1",,,

55",,, @R+ 55",,, 56",,,

=umlah @R+ 14,"5,4

Diulatkan @R+ 18)

65"9,9 @R+ 69"2,4


39/43

1"1,, @R+ 7"194

16,",,, @R+ 3"36,

1,",,, @R+ 1"5,, 81"258

1",,, @R+ 1",,,

5,",,, @R+ 5,",,, 51",,,

=umlah @R+ 132"258

Diulatkan @R+ 13(83

2,,",,, @R+ 288",,,

1"1,, @R+ 7"194

16,",,, @R+ 3"36,

1,",,, @R+ 1"5,, 3,,",54

1",,, @R+ 1",,,

15,",,, @R+ 216",,, 217",,,

=umlah @R+ 517",54

Diulatkan @R+ )1:81

138"889 @R+ 145"833

1"1,, @R+ 6"985

16,",,, @R+ 8"48,

1,",,, @R+ 2"5,, 163"798

5",,, @R+ 5",,,

4,",,, @R+ 4,",,, 45",,,

=umlah @R+ 2,8"798

Diulatkan @R+ (787

3"8,3 @R+ 19"774

7"9,9 @R+ 15"818

44"76, @R+ 22"38,

1,",,, @R+ 1,",,, 67"972

4",,, @R+ 4",,,

23",,, @R+ 23",,, 27",,,

=umlah @R+ 94"972

Diulatkan @R+ 9)8

4"375 @R+ 1",94

25",,, @R+ 5,,

1,",,, @R+ 1"5,,

4,",,, @R+ 21",,,

1"9,, @R+ 1"9,, 25"994

> @R+ >

9",,, @R+ 9",,, 9",,,

=umlah @R+ 34"994


40/43

Diulatkan @R+ 3)8

4"375 @R+ 1",94

25",,, @R+ 5,,

17"5,, @R+ 2"625

5,",,, @R+ 26"25,

1",,, @R+ 1",,, 31"46914",,, @R+ 14",,, 14",,,

=umlah @R+ 45"469

Diulatkan @R+ )8)

67,, @R+ 7",35

4,, @R+ 8,,

3,9,, @R+ 1"545 9"38,

7,7!5 @R+ 7,8

1,,,, @R+ 1,",,, 1,"7,, =umlah @R+ 2,",8,

Diulatkan @R+ 2,"1,,

148,,, @R+ 148",,,

=umlah @R+ 148",,,

Diulatkan @R+ 148",,,

3,9,, @R+ 7",45

849!13 @R+ 849

96,, @R+ 9"6,, 17"5,,

=umlah @R+ 17"5,,



41/43

6"2,, 51"646

5"2,, 3"12,

2"1,, 3"15,

4"462 62"378

82"6,, 82"6,,

=umlah @R+ 144"978Diulatkan @R+ 145",,,

8"3,, 51"377

5"2,, 3"12,

2"1,, 3"15,

4"745 62"392

82"6,, 82"6,,

=umlah @R+ 144"992Diulatkan @R+ 145",,,

3,,",,, @R+ 2"1,,",,,

325",,, @R+ 325",,,

475",,, @R+ 475",,,

75",,, @R+ 15,",,,

15,",,, @R+ 6,,",,,

15,",,, @R+ 3,,",,,

1,",,, @R+ 14,",,,

22"5,, @R+ 315",,,

65",,, @R+ 91,",,,

2,,",,, @R+ 1"4,,",,,

35",,, @R+ 1",5,",,,

=umlah @R+ 7"765",,,

Diulatkan @R+ :8:;)8

PR /C 1"1,9"286

Diulatkan 181983


42/43

No. URAIAN SATUANPJG ELV.TOP

PASANGAN BATA

HORIZONTAL

1 %$ 8G >B M2 3!3, 3!,7

2 % 6G >B M2 3!3, 3!36

3 % 6GB>% M2 3!3, 4!13

4 % 5 GB> M2 3!3, 3!36

5 % 3 G >B M2 3!3, 4!8,

6 % 3GB>% M2 3!3, 5!33

VERTICAL

1 % G 3 >8 M2 7!5, 4!,,

2 %$ #G 5>6 M2 1!5, 3!,7

3 %$ B G6>8 M2 3!,, 3!,74 %$ BG 3>6 M2 4!5, 4!,,

5 %$ %G3>7 M2 5!6, 4!,,

6 %$ % M2 ,!5, 2!73

gewel

1 %$ %G 4>7 M2

2 %$ BG 3>7 M2

3 %$ G3>6 M2

JUMLAH


43/43

PERKALIAN HASILKET

ELV.BOT QTY +/- JUMLAH

1!,, 10.13

1!,, 1!88 9.21

1!,, 5!59 .0!

1!,, 1!88 9.21

1!,, 1!47 1!.3"

1!,, 6!61 10.9 61!93

1!,, 30.00

1!,, 1!44 3.1"

1!,, ,!72 .!91!,, 4!89 13.11

1!,, > 22.!0

1!,, > 1.3" 78!53

> ".02

> 12.0!

> 9.## 28!61

169.07

11"835!18

12"68,!55

Documents

Copy of Revisi Rab Arsitektur Volume Konsultan _14.03.16 Update