RAB Dan MC-O Bandongan11

7/25/2019 RAB Dan MC-O Bandongan11

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REKAPITULASIDAFTAR KUANTITAS DAN HARGA

KEGIATAN : PEMBANGUNAN PASAR BANDONGAN TAHAP II

PEKERJAAN : PEMBANGUNAN PASAR BANDONGAN TAHAP IILOKASI : PASAR BANDONGAN

TAHUN ANGGARAN : 2014

NO. URAIAN PEKERJAAN

1 2

A PEKERJAAN PERSIAPAN Rp.

B LANTAI BASEMENT ELV.-1,97 m Rp.

C LANTAI 1 ELV. !,!! m Rp.

" LANTAI 2 ELV.#$,!! m Rp.

E PEKERJAAN MEKANIKAL Rp.

% PEKERJAAN ELEKTRIKAL Rp.

JUMLAH A # B # C # " # E # % Rp.

JUMLAH PPN 1! & Rp.

JUMLAH TOTAL Rp.

DIBULATKAN Rp.

T'()*+ :

Tiga Milyar Ea! Ra"#$ T#%#& P#l#& J#"a D'la(a Ra"#$ D'la(a P#l#& Ri)# R#(ia&



JUMLAH HARGA

3

/,993,$9$.0!

302,992,!/$.7!

1,20,291,$7./$

1,119,70,0!./1

$$9,1$1,102.20

122,7!,!!!.!!

3,337,1/$,!$!.7!

333,71/,$!$.!7

3,/7!,!,$$$.77

*+,-0+0+000.00



REKAPITULASIDAFTAR KUANTITAS DAN HARGA


PEKERJAAN : PEMBANGUNAN PASAR BANDONGAN TAHAP II

LOKASI : PASAR BANDONGAN


NO. URAIAN PEKERJAAN

1 2

A PEKERJAAN PERSIAPAN Rp.

B LANTAI BASEMENT EL/.1+- ! Rp.

LANTAI 1 EL/.3 0+00 ! Rp.

D LANTAI 2 EL/.4+00 ! Rp.

E PEKERJAAN MEKANIKAL Rp.

F PEKERJAAN ELEKTRIKAL Rp.

JUMLAH A # B # C # " # E # % Rp.

JUMLAH PPN 1! & Rp.

JUMLAH TOTAL Rp.

DIBULATKAN R(.

Terbilang : Tiga milyar enam ratus tujuh puluh juta delapan ratus delapan puluh ribu rupiah

M*, !9 A4

PT. SOBO R

SOEGENG HI"*('65( U5



JUMLAH HARGA

3

/,993,$9$.0!

302,992,!/$.7!

1,20,291,$7./$

1,119,70,0!./1

$$9,1$1,102.20

122,7!,!!!.!!

3,337,1/$,!$!.7!

333,71/,$!$.!7

3,/7!,!,$$$.77

*+,-0+0+000.00

4 2!1$

EJO

AJAT m



DAFTAR KUANTITAS DAN HARGA

KEGIATAN : PEMBANGUNAN PASAR BAN"ONGAN TAHAP II

PEKERJAAN : PEMBANGUNAN PASAR BAN"ONGAN TAHAP II

LOKASI : PASAR BAN"ONGAN

TAHUN ANGGARAN : 2!1$

NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

Rp. 8 Rp. 8

1 2 3 $ 0 /

A PEKERJAAN PERSIAPAN

1 P'6( P'm4 Bp+6

B 6m ; < +5* )4m'5 18.00 m= A.1 36,630.00 /09,3$!.!!B 6m ; < +5* 1 8.00 m= A.1 36,630.00 293,!$!.!!

B 6m ; < +5* 2 19.40 m= A.1 36,630.00 71!,/22.!!

P( 'p 25.00 m= A.1 36,630.00 910,70!.!!

B R6 )'+6 29.75 m= A.1 36,630.00 1,!9,7$2.0!

2 Pp m p(>'6 1.00 +4 - 350,000.00 30!,!!!.!!

3 P'm)5 B(6 K'(? ;4' 1.00 +4 - 825,000.00 20,!!!.!!

$ P' +*45(*6 *( 6'(? 1.00 +4 - 650,000.00 /0!,!!!.!!

0 Am**45(4* 6m'54* 1.00 +4 - 1,500,000.00 1,0!!,!!!.!!

J#!la& A

B LANTAI BASEMENT EL/.1+- !

I PEKERJAAN TANAH

1 G+* 5@

G+* 5@ ('< 5(p 34.08 m3 B.1 34,650.00 1,1!,72.!!

G+* 5@ ('< p4* 6m;< 21.37 m3 B.1 34,650.00 7$!,$7!.0!

G+* 5@ ('< 4+( U 3! 37.73 m3 B.1 34,650.00 1,3!7,3$$.0!

G+* 5@ 56 (mp 6'+5* 1 5p+5' 15.95 m3 B.1 34,650.00 002,//7.0!

2 U( 5@

U( 5@ p'** m'56 (* +( 765.92 m3 B.0 85,910.00 /0,!!,17.2!

U( 5@ 6'm)+* 14.43 m3 B.$ 25,300.00 3/0,!79.!!

3 U( p4*(

U( p4*( )@ p4* 6m ; < 1.48 m3 B.7 159,060.00 230,$!.!

U( p4*( )@ +5* 6'(? 1.93 m3 B.7 159,060.00 3!/,90.!

$ U( 4*(5 298.23 m3 B.9 118,250.00 30,2/0,/97.0!

0 P'm5 5@ p'( 2! <m 8 780.35 m3 B./ 25,300.00 19,7$2,00.!!

J#!la& I

II PEKERJAAN PONDASI DAN LANTAI KERJA

1 P4 p4* )5 )'+@ 56 5(p 93.04 m3 C.1 425,414.00 39,0!,01.0/

4*4* 6, 6*(* 4*4* 'p 8 1 p< : pp

2 P4 )5 64 56 p4* ) 6m; < 2.96 m3 C.2 224,119.50 //3,393.72

3 P4 P4* )5 )'+@ 56 ) 6m; < 1 p< : pp 7.77 m3 C.1 425,414.00 3,3!0,$//.7

$ P4 P4* )5 )'+@ 56 5 )'+6 1 p< : pp 25.88 m3 C.1 425,414.00 11,!!9,71$.32

0 R)5 )'5 1p< : 3pp : 06( )@ +5* 6'(m*6 6m ; < 8 0.96 m3 ".21 525,250.00 0!$,2$!.!!

J#!la& II

III PEKERJAAN BETON

1 %5p+5' B'5 B'(5+ T*p' %.1 UK. 1,2! 1,2! <m

K O " E

A N A L I S A




Rp. 8 Rp. 8

1 2 3 $ 0 /

K O " E

A N A L I S A

/ L5* 6'(? 1 p< : 3 pp : 0 4p+5 )@ p4* 5p+5' 0.58 m3 ".21 525,250.00 3!$,/$0.!!

J#!la& II




Rp. 8 Rp. 8

1 2 3 $ 0 /

K O " E

A N A L I S A

I/ PEKERJAAN PASANGAN1 P4 )5 )5 56 KM ; C <mp. 1 p< : 3 pp 41.00 m2 %.2 81,417.88 3,33,133.!

2 P+'45'( "** B4m'5 <mp. 1 p< : / pp 188.04 m2 G.2 32,079.30 /,!32,191.07

3 P+'45'( K+m K.1 <mp. 1 p< : / pp 99.54 m2 G.2 32,079.30 3,193,173.02

$ P+'45'( K+m K.$ <mp. 1 p< : / pp 81.48 m2 G.2 32,079.30 2,/13,21.3/

0 P+'45'( B+6 BL.1 <mp. 1 p< : / pp 359.98 m2 G.2 32,079.30 11,0$7,9!/.$1

/ P+'45'( B+6 BL.2 <mp. 1 p< : / pp 161.93 m2 G.2 32,079.30 0,19$,/!1.!0

7 P+'45'( "** B5 )5 <mp. 1 p< : 3 pp KM ; C 52.00 m2 G.3 41,089.40 2,13/,/$.!

P+'45'( S6* 1 : 2 774.17 m= G. 30,395.75 23,031,$77.7

9 P4 A<* 924.41 m2 G.7 19,586.88 1,1!/,3!7.7$J#!la& I/

/ PEKERJAAN BESI DAN ALUMMUNIUM

1 P4 p*5 )'4* p*5 m46 p*5 6'+( 8 10.00 m2 "*@*5 745,000.00 7,$0!,!!!.!!

2 P4 64' +mm*m B( p*5 6m;< FKK $ 5.80 m= E./ 218,748.75 1,2/,7$2.70

3 P4 p*5 P.1 6m ; < 8 2.00 )@ "*@*5 1,054,570.00 2,1!9,1$!.!!

$ P4 p*5 P.2 8 1.00 )@ "*@*5 928,074.66 92,!7$.//

$ P4 '4'+ S+* 9.00 )@ L.2 34,702.80 312,320.2!

0 P4 (''+ "'64 3.00 )@ L.$ 37,928.00 113,7$.!!

/ P4 @'+ 3.00 )@ L.0 59,191.00 177,073.!!

7 P4 6<* S+* 3.00 )@ L.1 158,070.00 $7$,21!.!!

R'+*+* 5 p*p )'4* 45' +'44 8 2 5.00 m= "*@*5 245,000.00 1,220,!!!.!!

J#!la& /

/I PEKERJAAN FINISHING LANTAI DAN DINDING

1 P4 +5* 6'(m*6 3!3! <m # +( KM 8 A4* 11.23 m2 H.1 144,289.75 1,/2!,373.9

2 P4 +5* 6'(m*6 3!3! <m 5 +m8 A4* 12.48 m2 H.2 150,165.40 1,7$,!/$.19

3 P4 +5* 6'(m*6 2! 2! <m 6m;< 8 A4* 11.08 m2 H.3 154,742.50 1,71$,0$/.9!

$ P4 6'(m*6 ** 20 $! <m 6m ; < 8 A4* 17.56 m2 H.0 154,514.25 2,713,27!.23

0 P4 L*45 6'(m*6 ** 0 2! <m 6m ; < 8 A4* 13.30 m= H.$ 32,500.88 $32,2/1.7!

/ P4 +5* 6'(m*6 45'p4* A4* 56 5 +m 19.50 m= "*@*5 54,392.25 1,!/!,/$.

J#!la& /I

/II PEKERJAAN PENGEATAN

1 P''<5 E5'(*( ' <5 5'm)6 m*+' 56.10 m2 M.2 32,920.03 1,$/,13./

2 P''<5 I5'(*( ' <5 5'm)6 <5*+ 648.81 m2 M.1 23,056.55 1$,909,32!.21

3 Kmp "6 361.37 m2 "*@*5 17,600.00 /,3/!,112.!!

J#!la& /II

J#!la& B



JUMLAH TOTAL

Rp. 8

7

,+*+44.50

125+4-+5,-.0

55+0,*+***.*



JUMLAH TOTAL

Rp. 8

7

50+0,+,40.1



JUMLAH TOTAL

Rp. 8

7

-5+,4+2,1.*2

14+05+4.,1

+415+1,5.-

2*+1,,+245.

*52+2+0,4.-0




Rp. 8 Rp. 8

1 2 3 $ 0 / 7

LANTAI 1 EL/.3 0+00 !

I PEKERJAAN TANAH

1 G+* 5@

G+* 5@ ('< p4* (6 )'+6 62.59 B.1 34,650.00 2,1/,7$3.0!

G+* 5@ ('< ?+ m46 20.00 B.1 34,650.00 /93,!!!.!!

G+* 5@ ('< p'(5 @+m 38.25 B.1 34,650.00 1,320,3/2.0!

2 U( 5@ -

U( 5@ p'** m'56 (* +( 120.38 B.0 85,910.00 1!,3$1,$0.!

U( 5@ 6'm)+* p4* (6 13.01 B.$ 25,300.00 329,103.!!

3 U( p4*( -

U( p4*( )@ p4* (6 2.17 B.7 159,060.00 3$0,1/!.2!

U( p4*( )@ +5* 6'(? 72.18 B.7 159,060.00 11,$!,90!.!

$ U( 4*(5 44.00 B.9 118,250.00 0,2!3,!!!.!!

0 P'm5 5@ p'( 2! <m 8 120.38 B./ 25,300.00 3,!$0,/1$.!!

J#!la& I --

II PEKERJAAN PONDASI DAN LANTAI KERJA -

1 P4 )5 64 56 p4* ) (6 8.67 C.2 224,119.50 1,9$3,11/.!7

2 P4 P4* )5 )'+@ 56 ) (6 1 p< : pp 23.84 C.1 425,414.00 1!,1$1,/9.7/

3 R)5 )'5 1 p< : 3 pp : 0 Sp+5 )@ +5* 6'(m*6 (6 8 41.18 ".21 525,250.00 21,/29,790.!!

J#!la& II -

-

III PEKERJAAN BETON -

1 K+m B'5 B'(5+ T*p' p(65*4 UK. 11 11 <m 257.40 m= ".19 60,819.00 10,/0$,1!./!

-

2 S+ B'5 B'(5+ T*p' p(65*4 UK. 12 2! <m 3.54 m3 ".10 3,738,471.00 13,23$,17.3$

-

3 M'm)5 1 m (* )+6 )'5 )'(5+ 1! 108 <m 110.95 m= ".2! 72,509.25 ,!$$,9!1.29

-

$ B+6 B'5 B'(5+ T*p' BL.1 2! 0! <m -

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 2.50 ".0 717,138.40 1,792,$/.!!

B'6*45* 1 P6* 35.00 ".12 264,726.00 9,2/0,$1!.!!B'4* P+4 120.96 6 ".7 11,981.75 1,$$9,312.$

B'4* U+*( 806.07 6 ". 11,981.75 9,/0,129.22

0 B+6 B'5 B'(5+ T*p' 10 20 <m -

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 4.91 ".0 717,138.40 3,021,1$9.0$

B'6*45* 1 P6* 85.15 ".12 264,726.00 22,0$1,$1.9!

B'4* P+4 290.96 6 ".7 11,981.75 3,$/,2!9.9

B'4* U+*( 550.74 6 ". 11,981.75 /,09,29.!!

/ P+5 +5* B'5 B'(5+ T')+ 12 <m -

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 1.08 ".0 717,138.40 77$,0!9.$7

B'6*45* 1 P6* 9.00 ".13 264,726.00 2,32,03$.!!

B'4* P+4 124.78 6 ".7 11,981.75 1,$90,!2.77

K O " E

A N A L I S A

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m3

m2

m3

m2




Rp. 8 Rp. 8

1 2 3 $ 0 / 7

K O " E

A N A L I S A

-

/ PEKERJAAN BESI DAN ALLUMUNIUM -

1 P4 p*5 )'4* p*5 m46 'p 8 10.00 *@*5 745,000.00 7,$0!,!!!.!!

2 P4 p*5 )'4* p*5 m46 )'+6 8 1.89 *@*5 745,000.00 1,$!,!0!.!!

3 P4 64' +m*m B( p*5 FKK $ 14.40 m= E./ 218,748.75 3,1$9,92.!!

$ P'm4 1 )@ p*5. P.1 3.00 )@ *@*5 1,054,570.00 3,1/3,71!.!!

0 P4 '4'+ p*5 9.00 )@ L.2 34,702.80 312,320.2!

/ P4 (''+ 3.00 )@ L.$ 37,928.00 113,7$.!!

7 P4 @'+ 3.00 )@ L.0 59,191.00 177,073.!!

P4 6<* 3.00 )@ L.1 158,070.00 $7$,21!.!!

9 P4 ++* 5' 56 p*5 (6 J6(5 8 249.38 *@*5 460,000.00 11$,71$,!!.!!

1! R'++* 5 p*p )'4* 45' +'44 8 2 25.50 m= *@*5 245,000.00 /,2$7,0!!.!!

J#!la& / -

-

/I PEKERJAAN FINISHING LANTAI DAN DINDING -

1 P4 +5* 6'(m*6 3!3! <m 5 +m 8 A4* 25.50 H.2 150,165.40 3,29,217.7!

2 P4 +5* 6'(m*6 45'p* A4* 56 5 +m 85.00 m= *@*5 54,392.25 $,/23,3$1.20

3 P4 +5* 6'(m*6 3!3! <m +5* +p6 +m 8 A4* 892.14 H.1 144,289.75 12,72/,/07.07

$ P4 +5* 6'(m*6 3!3! <m +5* 4*(6+4* 5'645( 64( 8 478.13 H.2 150,165.40 71,79,02.7!

A4* -

0 P4 +5* 6'(m*6 2! 2! <m 6m;< 8 A4* 6.12 H.3 154,742.50 9$7,!2$.1!

/ P4 6'(m*6 ** 20 $! <m 6m ; < 8 A4* 34.80 H.0 154,514.25 0,377,!90.9!

7 P4 +5* )5 <* 2! $! <m +5( )'+6 5+*4 p4( 8 35.03 *@*5 111,182.50 3,9$,722.9

P4 ** p'>'65 56 +p6 (6 @++ $! $! mm 1,080.75 E.11 79,480.50 0,9,00!.3

)@ ++m 8 -

9 P4 p'5p p'>'65 ' )@ GRC 1,080.75 I.2 47,043.70 0!,$2,$7.7

1! R)5 B'5 H+m 57.00 m3 ".21 525,250.00 29,939,20!.!!

J#!la& /I -

-

/II PEKERJAAN PLAFOND -

1

P'm4 1 m2 (6 )'4* @++ 1$!.$!.2mm, m+ /! /! <m, p+

288.23 E.12

97,795.50 2,17,09/.97

2 P'm4 1 m2 p+ >p4m )( 6( 12!2$!98 mm, 5')+ 9 mm 288.23 I.1

34,110.78 9,31,70!.122 P4 6< )'* 0 mm 56 p'<@> 8 5.76 L./ 104,910.30 /!$,23.33

3 L*45 p(*+ >p4m 1! <m 442.80 m= 18,000.00 7,97!,$!!.!!

JUMLAH /II -

-

/III PEKERJAAN KERANGKA ATAP -

1 P'm4 1 m2 R6 5p )? (* 190.78 *@*5 146,630.00 27,97$,!71.$!

JUMLAH /III -

-

I6 PEKERJAAN PENUTUP ATAP -

1 P'm4 5p )*5m' 4'++4 +* 179.00 J.1 98,753.16 17,/7/,10./$

2 p'm4 5p *)'( +44 56 p'<@> 8 11.78 J.3 41,079.50 $3,91/.01

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2



JUMLAH TOTAL

Rp. 8

*4+*2+2.0

**+-14+-0.*



JUMLAH TOTAL

Rp. 8

1*-+211+*4.20

*5+-,+21.*4

4,+54+0*0.41

2-+-4+0-1.40




Rp. 8 Rp. 8

1 2 3 $ 0 / 7

D LANTAI 2 EL/.4+00 !

I PEKERJAAN BETON

1 K+m B'5 B'(5+ T*p' p(65*4 UK. 11 11 <m 204.300 m= ".19 60,819.00 12,$20,321.7!

2 P+5 )'5 )'(5+ +''+

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 4.680 m3 ".0 717,138.40 3,30/,2!7.71

B'6*45* 1 P6* 18.650 ".13 392,106.00 7,312,77/.9!

B'4* P+4 982.350 6 ".7 11,981.75 11,77!,272.11

J#!la& III PEKERJAAN PASANGAN

1 P4 )5 )5 56 ** 1 p< : 2 pp 86.950 %.1 86,843.63 7,001,!03./3

2 P4 )5 )5 56 ** 1 p< : / pp 778.350 %.3 75,020.00 0,391,17.!!

3 P4 )5 )5 56 p'** +5* +p6 1 p< : 3 pp TD 2! <m 18.680 %.2 81,417.88 1,02!,/.!!

$ P+'45'( 1 p< : 2 pp 104.340 G.1 38,419.70 $,!!,711.0!

0 P+'45'( 1 p< : / pp 6+m , ** 8 1,507.00 G.2 32,079.30 $,3$3,0!0.1!

/ P+'45'( S6* 1 : 2 714.80 m= G. 30,395.75 21,72/,2.1!

7 P4 A<* 1,507.00 G.7 19,586.88 29,017,$2.1/J#!la& II

II PEKERJAAN BESI DAN ALLUMUNIUM

1 P4 p*5 )'4* p*5 m46 8 10.00 *@*5 745,000.00 7,$0!,!!!.!!

2 P4 64' +m*m B( p*5 FKK $ 152.57 m= E./ 218,748.75 33,37$,$9/.79

3 P4 p*5 P.1 4.00 )@ *@*5 1,054,570.00 $,21,2!.!!

$ P4 p*5 P.2 2.00 )@ *@*5 928,074.66 1,0/,1$9.32

0 P4 p*5 P.3 2.00 )@ *@*5 1,180,573.00 2,3/1,1$/.!!

/ P4 '4'+ 24.00 )@ L.2 34,702.80 32,/7.2!

7 P4 (''+ 8.00 )@ L.$ 37,928.00 3!3,$2$.!!

p4 @'+ 8.00 )@ L.0 59,191.00 $73,02.!!

9 p4 6<* 4.00 )@ L.1 158,070.00 /32,2!.!!

1! P4 ++* 5' 56 p*5 (6 J6(5 8 35.63 *@*5 460,000.00 1/,39,!!.!!

11 R'++* 5 p*p )'4* 45' +'44 8 2 50.00 m= *@*5 245,000.00 12,20!,!!!.!!

J#!la& II

III PEKERJAAN FINISHING LANTAI DAN DINDING

1 P4 +5* 6'(m*6 3!3! <m m4@+, (6 65( 8 A4* 123.50 H.1 144,289.75 17,19,7$.13

2 R)5 )'5 56 +5* +4 43.47 ".21 525,250.00 22,32,/17.0!

3 P4 +5* 6'(m*6 2! 2! <m 6m;< 8 A4* 14.55 H.3 154,742.50 2,201,0!3.3

$ P4 6'(m*6 ** 20 $! <m 6m ; < 8 A4* 36.00 H.0 154,514.25 0,0/2,013.!!

J#!la& III

I/ PEKERJAAN PLAFOND

1 P'm4 1 m2 (6 )'4* @++ 1$!.$!.2mm, m+ /! /! <m, p+ 36.00 E.12 97,795.50 3,02!,/3.!!

2 P'm4 1 m2 p+ >p4m )( 6( 12!2$!98 mm, 5')+ 9 mm 36.00 I.1 34,110.75 1,227,97.!!

3 L*45 p(*+ >p4m 1! <m 24.00 m= 18,000.00 $32,!!!.!!

JUMLAH I/

K O " E

A N A L I S A

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2




Rp. 8 Rp. 8

1 2 3 $ 0 / 7

K O " E

A N A L I S A

0 P'm4 T+ ?(* 16.00 m= J.$ 324,406.50 0,19!,0!$.!!JUMLAH /I




Rp. 8 Rp. 8

1 2 3 $ 0 / 7

K O " E

A N A L I S A


1 P''<5 ** +( ' <5 5'm)6 m*+' 753.75 M.2 32,920.03 2$,13,$72./1

2 P''<5 ** +m ' <5 5'm)6 <5*+ 1,507.00 M.1 23,056.55 3$,7$/,22!.0

3 P''<5 p+ ' <5 5'm)6 <5*+ 36.00 M.1 23,056.55 3!,!30.!

$ Kmp "6 502.70 *@*5 17,600.00 ,$7,02!.!!

JUMLAH /II

JUMLAH D

m2

m2

m2

m2



JUMLAH TOTAL

Rp. 8

*4+,4+5-.42

1-1+0,0+2*.4

0+141+-1.*1

4+4,,+41.00

5+10+,25.00



JUMLAH TOTAL

Rp. 8

145+12+404.24



JUMLAH TOTAL

Rp. 8

,+2*-+24.2,

1+11+-5+50.,1




Rp. 8 Rp. 8

1 2 3 $ 0 / 7

E PEKERJAAN MEKANIKAL

I PEKERJAAN INSTALASI AIR KOTOR LANTAI BASEMENT

1 P'm4 %+( (* 2.!!! )@ N.3 72,435.00 1$$,7!.!!

2 P'm4 (**( 2.!!! 4'5 - 2,750,000.00 0,0!!,!!!.!!

3 P'm4 p*p PVC *( 65( " 3 I45+4* (* +( (* 8 10.!!! m= N.1$ 42,007.35 /3!,11!.20

$ P'm)5 S'p5*<656 1.!!! *5 - 3,500,000.00 3,0!!,!!!.!!

JUMLAH I

II PEKERJAAN INSTALASI AIR KOTOR LANTAI 1

1 P'm4 <+4'5 ?66 TOTO 8 3.!!! )@ N.1 425,260.00 1,270,7!.!!

2 P'm4 %+( (* 3.!!! )@ N.3 72,435.00 217,3!0.!!

3 P'm4 p*p PVC *( 65( " $ I45+4* (* <+4'5 8 10.!!! m= N.10 59,070.00 /,!0!.!!

$ P'm4 p*p PVC *( 65( " 3 I45+4* (* +( (* 8 10.!!! m= N.1$ 42,007.35 /3!,11!.20

0 P'm4 IPAL ) p'6 1.!!! *5 230,000,000.00 23!,!!!,!!!.!!

/ P'm)5 S'p5*<656 1.!!! *5 3,500,000.00 3,0!!,!!!.!!

JUMLAH II

III PEKERJAAN INSTALASI AIR KOTOR LANTAI 2

1 P'm4 <+4'5 ?66 TOTO 8 3.!!! )@ N.1 425,260.00 1,270,7!.!!

2 P'm4 %+( (* 0.!!! )@ N.3 72,435.00 3/2,170.!!

3 P'm4 p*p PVC *( 65( " $ I45+4* (* <+4'5 8 20.!!! m= N.10 59,070.00 1,$7/,70!.!!

$ P'm4 p*p PVC *( 65( " 3 I45+4* (* +( (* 8 20.!!! m= N.1$ 42,007.35 1,!0!,13.70

0 P'm4 p*p PVC *( 65( " 3 I45+4* (* 5'mp5 +8 20.!!! m= N.1$ 42,007.35 1,!0!,13.70

/ P'm4 p*p PVC *( 65( " 3 I45+4* (* +4 *8 20.!!! m= N.1$ 42,007.35 1,!0!,13.70

JUMLAH III

I/ PEKERJAAN INSTALASI AIR BERSIH LANTAI BASEMENT

1 P'm4 p*p *( )'(4*@ A 3;$ J+( U5m (* 5'( 56 8 09.!!! m= N.13 16,071.00

9$,19.!!2 P'm4 p*p *( )'(4*@ A 1;2 I45+4* m'? 6( 8 1!.!!! m= N.12 16,516.50 1/0,1/0.!!

3 P'm4 p*p *( )'(4*@ A 3;$ (* P"AM 6' ( 56 8 3$.!!! m= N.13 16,071.00 0$/,$1$.!!

$ P'm4 p*p *( )'(4*@ A 3;$ (* ( 56 6' 5'( 56 8 20.!!! m= N.13 16,071.00 $!1,770.!!

0 P'm)5 G( T6 6p4*54 37,0 m3 1.!!! *5 *@*5 97,550,000.00 97,00!,!!!.!!

/ P'm4 pmp # (m@ pmp 1.!!! *5 *@*5 6,500,000.00 /,0!!,!!!.!!

7 P'm4 K( 5m5*< <5(+ * ( 56 (* P"AM 8 2.!!! )@ 135,000.00 27!,!!!.!!

P'm4 K( KM; C 2.!!! )@ N. 35,708.75 71,$17.0!

9 P'm4 4@5'++ 1.!!! )@ N.2 895,004.00 90,!!$.!!

1! P'm4 K( 4@5'++ 1.!!! )@ N.9 83,008.75 3,!!.70

JUMLAH I/

/ PEKERJAAN INSTALASI AIR BERSIH LANTAI 1

1 P'm4 p*p *( )'(4*@ A 3;$ J+( U5m (* 5'( 56 8 3.!!! m= N.13 16,071.00 /1!,/9.!!

2 P'm4 p*p *( )'(4*@ A 1;2 I45+4* m'? 6( 8 10.!!! m= N.12 16,516.50 2$7,7$7.0!

3 P'm4 K( KM; C 3.!!! )@ N. 35,708.75 1!7,12/.20

$ P'm4 4@5'++ 2.!!! )@ N.2 895,004.00 1,79!,!!.!!

0 P'm4 K( 4@5'++ 2.!!! )@ N.9 83,008.75 1//,!17.0!

JUMLAH /

/I PEKERJAAN INSTALASI AIR BERSIH LANTAI 2

1 P'm4 p*p *( )'(4*@ A 3;$ J+( U5m (* 5'( 56 8 10.!!! m= N.13 16,071.00 2$1,!/0.!!

2 P'm4 p*p *( )'(4*@ A 1;2 I45+4* m'? 6( 8 .!!! m= N.12 16,516.50 132,132.!!

250 000 00

K O " E

A N A L I S A




Rp. 8 Rp. 8

1 2 3 $ 0 / 7

K O " E

A N A L I S A

I6 PEKERJAAN INSTALASI AIR HUJAN LANTAI 2

1 P4 P*p PVC A $ *( @? (* p+5 5p 8 220.!! m= N.10 59,070.00 13,29!,70!.!!

JUMLAH I6



JUMLAH TOTAL

Rp. 8

+--4+0.25

2*,+50+245.25

,+2,5+25,.25

10-+4*0+-*.25

2+21+5-.25



JUMLAH TOTAL

Rp. 8

1*+20+-50.00

44+141+152.25




Rp. 8 Rp. 8

1 2 3 $ 0 / 7

F PEKERJAAN ELEKTRIKAL

I PEKERJAAN PEMASANGAN PANEL

1 P'm4 )6 p'+ +5* )4'm'5 1.000 )@ *@*5 170,!!!.!! 170,!!!.!!

2 P'm4 )6 p'+ +5* 1 1.000 )@ *@*5 170,!!!.!! 170,!!!.!!

3 P'm4 )6 p'+ +5* 2 1.000 )@ *@*5 170,!!!.!! 170,!!!.!!

$ P'm4 p'+ pmp 1.000 )@ *@*5 170,!!!.!! 170,!!!.!!

JUMLAH I

II PEKERJAAN INSTALASI LISTRIK LANTAI BASEMENT

1 P'm4 6)'+ '''( +5* )4'm'5 *)64 p*p p< 8 25.000 m= *@*5 45,000.00 1,120,!!!.!!

2 P'm4 *45+4* 5*5*6 +mp 22.000 5*5*6 *@*5 185,000.00 $,!7!,!!!.!!

3 P'm4 *45+4* 5*5*6 45p 656 4.000 5*5*6 *@*5 165,000.00 //!,!!!.!!

$ P'm4 *45+4* 5*5*6 46+( 6.000 5*5*6 *@*5 165,000.00 99!,!!!.!!

0 P'm4 45p 656 4.000 )@ *@*5 25,000.00 1!!,!!!.!!

/ P'm4 46+( 5+ 5.000 )@ *@*5 17,000.00 0,!!!.!!

7 P'm4 46+( 4.000 )@ *@*5 17,000.00 /,!!!.!!

P4 +mp SL 23 55 P@*+*p4 8 10.000 )@ *@*5 86,000.00 /!,!!!.!!

9 P4 +mp SL 55 P@*+*p4 8 11.000 )@ *@*5 65,000.00 710,!!!.!!

JUMLAH II

III PEKERJAAN INSTALASI LISTRIK LANTAI 1

1 P'm4 6)'+ '''( +5* 1 *)64 p*p p< 8 15.000 m= *@*5 45,000.00 /70,!!!.!!

2 P'm4 *45+4* 5*5*6 +mp 125.000 5*5*6 *@*5 185,000.00 23,120,!!!.!!

3 P'm4 *45+4* 5*5*6 45p 656 51.000 5*5*6 *@*5 165,000.00 ,$10,!!!.!!

$ P'm4 *45+4* 5*5*6 46+( 57.000 5*5*6 *@*5 165,000.00 9,$!0,!!!.!!

0 P'm4 45p 656 51.000 )@ *@*5 25,000.00 1,270,!!!.!!

/ P'm4 46+( 5+ 56.000 )@ *@*5 17,000.00 902,!!!.!!

7 P'm4 46+( 2.000 )@ *@*5 17,000.00 3$,!!!.!!

P4 +mp SL 23 55 p@*+*p4 8 122.000 )@ *@*5 86,000.00 1!,$92,!!!.!!

9 P4 +mp SL 55 p@*+*p4 8 3.000 )@ *@*5 65,000.00 190,!!!.!!

JUMLAH III

I/ PEKERJAAN INSTALASI LISTRIK LANTAI 2

1 P'm4 6)'+ '''( +5* 2 *)64 p*p p< 8 25.000 m= *@*5 45,000.00 1,120,!!!.!!

2 P'm4 *45+4* 5*5*6 +mp 68.000 5*5*6 *@*5 185,000.00 12,0!,!!!.!!

3 P'm4 *45+4* 5*5*6 45p 656 19.000 5*5*6 *@*5 165,000.00 3,130,!!!.!!

$ P'm4 *45+4* 5*5*6 46+( 25.000 5*5*6 *@*5 165,000.00 $,120,!!!.!!

0 P'm4 45p 656 19.000 )@ *@*5 25,000.00 $70,!!!.!!

/ P'm4 46+( 5+ 20.000 )@ *@*5 17,000.00 3$!,!!!.!!

7 P'm4 46+( 5.000 )@ *@*5 17,000.00 0,!!!.!!

P4 +mp SL 23 55 p@*+*p4 8 # 4( 27.000 )@ *@*5 250,000.00 /,70!,!!!.!!

9 P4 +mp SL 23 55 p@*+*p4 8 29.000 )@ *@*5 86,000.00 2,$9$,!!!.!!

1! P4 +mp SL 55 p@*+*p4 8 6.000 )@ *@*5 65,000.00 39!,!!!.!!

11 P4 5m'5*< <5(+ ?'5 pmp 2.000 )@ *@*5 250,000.00 0!!,!!!.!!

JUMLAH I/

K O " E

A N A L I S A



2 K)'+ BC 0!mm 100.000 m= *@*5 50,000.00 0,!!!,!!!.!!

JUMLAH /II



JUMLAH TOTAL

Rp. 8

-00+000.00

+,-*+000.00

54+5,+000.00

*1++000.00



+000+000.00

122+-0+000.00

HARGA SATUAN PEKERJAAN



HARGA SATUAN PEKERJAAN


PEKERJAAN : PEMBANGUNAN PASAR BANDONGAN TAHAP II

LOKASI : PASAR BANDONGAN


NO. ITEM PEKERJAAN KO"E ANALISA SAT.

1 2 3 $

A HARGA SATUAN PEKERJAAN PERSIAPAN

1 P'6( p'm4 1 m Bp+6 A.1 m= Rp

2 P'm)5 1 m2 4'm' p'(+5 A.2 m2 Rp

3 P'm)'(4*@ 1 m2 +p p'(5 A.3 m2 Rp

$ P'm)5 1 m2 45''(;p'(<@ (* )m) A.$ m2 Rp

0 P'm)6( 1 m3 )'5 )'(5+ A.0 m3 Rp

/ P'm)6( 1 m3 ** 5'm)6 )5 A./ m3 Rp

B HARGA SATUAN PEKERJAAN TANAH

7 P'+* 1 m3 5@ )*4 4'+m 1 m B.1 m3 Rp

M'+* 1 m3 5@ 6'(4 4'+m 1 m B.2 m3 Rp

9 P'm) 1 m3 5@ 4'?@ 3! m'5'( B.3 m3 Rp

1! P'( 6'm)+* 1 m3 +* 5@ B.$ m3 Rp

11 P'( 1 m3 5@ m'56 B.0 m3 Rp

12 P'm5 5@ 1 m3 5@ p'( 2! <m8 B./ m3 Rp

13 P'( 1 m3 ' p4*( P4 B.7 m3 Rp

1$ P'm4 1 m2 +p*4 *?6 5')+ 1! <m 56 )* ('4p B. m2 Rp

10 P'( 1 m3 4*(5 p5 B.9 m3 Rp

C HARGA SATUAN PEKERJAAN PON"ASI

1/ P'm4 1 m3 p4* )5 )'+@ <mp( 1SP : PP C.1 m3 Rp

17 P'm4 1 m3 )5 64 45mp*8 C.2 m3 Rp

" HARGA SATUAN PEKERJAAN BETON

1 M'm)5 1 m3 +5* 6'(? )'5 m5 < D 7,$ MP K 1!!8, 4+mp 3-/8 <m, ;< D !,7".1

m3 Rp

19".2

m3 Rp

2! M'm)5 1 m3 )'5 m5 D 1$,0 MP K 1708, 4+mp 12 28 <m, ;< D !,//".3

m3 Rp

21 M'm)5 1 m3 )'5 m5 D 1$,0 MP K 1708, 4+mp 12 28 <m, ;< D !,// M'6 M+'".$

m3 Rp

22 M'm)5 1 m3 )'5 m5 D 19,3 MP K 2708, 4+mp 12 28 <m, ;< D !,0".0

m3 Rp

23 1 m )'5 m5, < D 2$,! MP K2708 6'p *(, 4+mp 1228 <m, ;< D !,0 m'6 m+'"./

m3 Rp

2$ P'm)'4* 1! 6 ' )'4* p+4 ".7 1! 6 Rp6 Rp

20 P'm)'4* 1! 6 ' )'4* +*( ". 1! 6 Rp

M'm)5 1 m3 +5* 6'(? )'5 m5 < D 7,$ MP K 1!!8, 4+mp 3-/8 <m, ;< D !,7

M'6 M+'




1 2 3 $

37 M'm)5 1 m (* )+6 )'5 )'(5+ 1! 108 <m ".2! m= Rp

3 M'm)5 1 m3 ()5 )'5 1 p< : 3 pp : 0 4p+5 ".21 m3 Rp

E HARGA SATUAN PEKERJAAN BESI "AN ALUMUNIUM

39 P'm4 1 6 )'4* p(*+ E.1 6 Rp

$! P'm4 1 6 (6 6-6 )? I% E.2 6 Rp

$1 P'm4 1 6 (* )? CNP E.3 6 Rp

$2 P''(? 1!! 6 p'6'(? p'(6*5 E.$ 1!!6 Rp

$3 P'm4 1 m2 (++* ( ++m**m E.0 m2 Rp

$$ P'm4 1 m 64' p*5 ++m**m E./ m= Rp

$0 P'm4 1 m 64' ?''+ ++m**m E.7 m= Rp

$/ P'm4 1 m2 p*5 ++m**m 45(*p +')( <m E. m2 Rp

$7 P'm4 1 m2 p*5 6< (6 ++m**m E.9 m2 Rp

$ P'm4 1 m 5+ 5(; ?(* 4' )?+4 2 +')( 9! <m E.1! m= Rp

$9 P'm4 1 m2 (6 )'4* @++ 1$!.$!.2mm, m+ /! 12! <m, ** p(5*4* E.11 m2 Rp

0! P'm4 1 m2 (6 )'4* @++ 1$!.$!.2mm, m+ /! /! <m, p+ E.12 m2 Rp

% HARGA SATUAN PEKERJAAN PASANGAN "IN"ING01 P'm4 1m2 ** )5 m'(@ 011228 <m 5')+ )5 <mp( 1SP : 2PP %.1 m2 Rp

02 P'm4 1m2 ** )5 m'(@ 011228 <m 5')+ )5 <mp( 1SP : 3PP %.2 m2 Rp

03 P'm4 1m2 ** )5 m'(@ 011228<m 5')+ )5 <mp( 1SP : /PP %.3 m2 Rp

0$ P'm4 1m2 ** )5 m'(@ 011228<m 5')+ )5 <mp( 1SP : PP %.$ m2 Rp

G HARGA SATUAN PEKERJAAN PLESTERAN

00 P'm4 1 m2 p+'45'( 1SP : 2PP 5')+ 10 mm. G.1 m2 Rp

0/ P'm4 1 m2 p+'45'( 1SP : /PP 5')+ 10 mm. G.2 m2 Rp

07 P'm4 1 m2 p+'45'( 1SP : 3PP 5')+ 10 mm G.3 m2 Rp

0 P'm4 1 m2 p+'45'( <*p(5 1SP : 2PP G.$ m2 Rp

09 P'm4 1 m2 **4@* 4*( p4 )5 m'(@ G.0 m2 Rp

/! P'm4 1 m2 **4@* 4*( p4 )5 6+*, <mp( 1SP : 2PP G./ m2 Rp

/1 P'm4 1 m2 <*. G.7 m2 Rp

/2 P'm4 1 m p+'45'( 46* 1SP : 3PP +')( 0 <m G. m= Rp

H HARGA SATUAN PEKERJAAN PENUTUP LANTAI "AN PENUTUP "IN"ING

/3 P'm4 1m2 +5* 6'(m*6 6( 3!<m 3!<m p+4 8 H.1 m2 Rp

/$ P'm4 1m2 +5* 6'(m*6 6( 3!<m 3!<m m5* 64( H.2 m2 Rp

/0 P'm4 1m2 +5* 6'(m*6 6( 2!<m 2!<m H.3 m2 Rp

// P'm4 1 m p+*5 6'(m*6 6( 0<m 2!<m H.$ m2 Rp

/7 P'm4 1 m2 ** K'(m*6 20 <m $! <m H.0 m2 Rp

/ P'm4 1 m= 45'p4* 3! <m "*@*5 m= Rp/9 P4 )5 <* 1 m28 "*@*5 m2 Rp




1 2 3 $

K.HARGA SATUAN PEKERJAAN KAFU

79 P'm)5 1 m2 p*5 )+' p+> $ mm, (6 6> 6m'( K.1 m2 Rp

! P'm4 1 )@ p*5. P.1 "*@*5 )@ Rp

1 P'm)5 1 )@ p*5 P.2 P'5p p+> $ mm )+' , (6 6> 6m'( "*@*5 )@ Rp

2 P'm)5 1 )@ p*5 P.3 P'5p p+> $ mm )+' , (6 6> 6m'( "*@*5 )@ Rp

L HARGA SATUAN PEKERJAAN KUNCI "AN KACA

3 P'm4 1 )@ 6<* 5m )*4 L.1 )@ Rp

$ P'm4 1 )@ '4'+ p*5 L.2 )@ Rp

0 P'm4 1 )@ '4'+ ?''+ L.3 )@ Rp

/ P'm4 1 )@ (''+ L.$ )@ Rp

7 P'm4 1 )@ H'+ L.0 )@ Rp

P'm4 1 m2 6< 5')+ 0 mm L./ m2 Rp

M. HARGA SATUAN PEKERJAAN PENGECATAN

P''<5 1 m2 5'm)6 )( 1+p*4 p+m(, 1 +p*4 <5 4(, 2 +p*4 <5 p'5p8 *5'(*( M.1 m2 Rp

9 P''<5 1 m2 5'm)6 )( 1 +p*4 <5 4(, 2 +p*4 <5 p'5p8 '645'(*( M.2 m2 Rp

9! P'+)( 1 m2 )* 6> ' p+*5( M.3 m2 Rp

91 P''<5 1 m2 p'(m6 )? ' m'*' )'4* M.$ m2 Rp

N. HARGA SATUAN PEKERJAAN SANITASI "ALAM GE"UNG

92 P'm4 1 )@ <+4'5 ?66 N.1 )@ Rp

93 P'm4 1 )@ 45'+ N.2 )@ Rp

9$ P'm4 1 )@ +( (* N.3 )@ Rp

90 P'm4 1 )@ )6 65(+ p4 )5 3!3! 5** 30 <m N.$ )@ Rp

9/ P'm4 1m= 4+( U 2! N.0 m= Rp

97 P'm4 1 )@ )6 65(+ p4 )5 $0<m $0<m 5** 0! <m N./ )@ Rp

9 P'm4 1 )@ )6 65(+ p4 )5 /!<m /!<m 5** /0 <m N.7 )@ Rp

99 P'm4 1 )@ 6( *m'5'( 5 3;$ N. )@ Rp

1!! P'm4 1 )@ 6( 4@5'+ N.9 )@ Rp

1!1 P'm4 1 )@ 45p 6( 1;2 N.1! )@ Rp

1!2 P'm4 1 )@ 45p 6( 3;$ N.11 )@ Rp

1!3 P'm4 1 m p*p PVC 5*p' A *m'5'( 1;2 N.12 m= Rp

1!$ P'm4 1 m p*p PVC 5*p' A *m'5'( 3;$ N.13 m= Rp

1!0 P'm4 1 m p*p PVC 5*p' " *m'5'( 3 N.1$ m= Rp

1!/ P'm4 1 m p*p PVC 5*p' " *m'5'( $ N.10 m= Rp



HARGA SATUAN

0

3/,/3!.!!

/!3,$1.70

7,7!!.!!

17,!!!.!!

/3!,/02.!!

310,32/.!!

3$,/0!.!!

$/,112.!!

10,1!.!!

20,3!!.!!

0,91!.!!

20,3!!.!!

109,!/!.!!

0/,09!.!!

11,20!.!!

$20,$1$.!!

22$,119.0!

02,//9.9!

//!,901.0!

//$,990.1!

717,31/./!

717,13.$!

7/9,$09.9!

119,17.0!11,91.70

119,17.0!



HARGA SATUAN

0

72,0!9.20

020,20!.!!

21,0!0.!!

2,33/.!!

17,2/7.20

22,39!.0!

3!,!0!.!!

21,7$.70

102,19.70

90!,23$.$0

7/,7/.!!

91,97.0!

79,$!.0!

97,790.0!

/,$3./3

1,$17.

70,!2!.!!

72,.70

3,$19.7!

32,!79.3!

$1,!9.$!

2/,3/7.!!

10,03.10

32,/$0.20

19,0/.

3!,390.70

1$$,29.70

10!,1/0.$!

10$,7$2.0!

32,0!!.

10$,01$.20

0$,392.20111,12.0!



HARGA SATUAN

0

772,$00.70

1,!0$,07!.!!

92,!7$.//

1,1!,073.!!

10,!7!.!!3$,7!2.!

02,23.!!

37,92.!!

09,191.!!

1!$,91!.3!

23,!0/.00

32,92!.!3

$2,971.0!

1/,2!3.!!

$20,2/!.!!

90,!!$.!!

72,$30.!!

20/,$32.!!

122,1!2.!

39$,779.!!

0!$,/3/.!!

30,7!.70

3,!!.70

0$,90.70

9,/!.70

1/,01/.0!

1/,!71.!!

$2,!!7.30

09,!7!.!!

ANALISA HARGA SATUAN







A HARGA SATUAN PEKERJAAN PERSIAPAN

A.1 P'6( p'm4 1 m Bp+6

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1!!! $!,!!!.!!

T6 K> L.!2 OH !.1!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!1!! /!,!!!.!!M( L.!$ OH !.!!0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> )+6 0;7 !.!12! 1,$!!,!!!.!!

P6 2-3 K !.!2!! 10,!!!.!!

K> pp 3;2! !.!!7! 9!!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

A.2 P'm)5 1 m2 4'm' p'(+5

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 1.!!!! $!,!!!.!!

T6 K> L.!2 OH 2.!!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.2!!! /!,!!!.!!

M( L.!$ OH !.!0!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B5 1.7!!! 3!,!!!.!!

K> !.21!! 9!!,!!!.!!

P6 )*4 K !.3!!! 10,!!!.!!

S'm' P(5+ K 1!.0!!! 1,120.!!

P4*( )'5 !.!3!! 1!!,!!!.!!

K(+ )'5 !.!0!! 11!,!!!.!!

A4)'4 G'+m) B'4( L)( 1.0!!! !,!!!.!!

S' p+5 L)( !.20!! 30,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

m3

m3

"+6' 6> Q -1!;$!! <mm3

m3

m3

A 3 P'm)'(4*@ 1 m2 +p p'(5



A.3 P'm)'(4*@ 1 m2 +p p'(5

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1!!! $!,!!!.!!M( L.!$ OH !.!0!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8E O'(@' # P(*5

% H( S5 P'6'(? "#E8

A.$ P'm)5 1 m2 45''(;p'(<@ (* )m)

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH 1.!!!! $!,!!!.!!

T6 K> L.!2 OH 2.!!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.2!!! /!,!!!.!!

M( L.!$ OH !.!0!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

Bm) *m'5'( / - ;/!! <m B5 1.20!! 12,!!!.!!

T+* *?6 6 !.1/!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

A.0 P'm)6( 1 m3 )'5 )'(5+

N U(* K' S5 K'*4*'

H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 13.33$! $!,!!!.!!

M( L.!$ !.///! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

A / P'm)6( 1 m3 ** 5'm)6 )5



A./ P'm)6( 1 m3 ** 5'm)6 )5

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A T' K'(?

P'6'(? L.!1 /.//7! $!,!!!.!!M( L.!$ !.333! /!,!!!.!!

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B B@

Jm+@ H( B@

C P'(+5

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N U(* K' S5 K'*4*'H( S5

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1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH !.70!! $!,!!!.!!

M( L.!$ OH !.!20! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

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C P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 1.!!!! $!,!!!.!!

M( L.!$ OH !.!32! /!,!!!.!!

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B B@

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1 2 3 $ 0 /

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P'6'(? L.!1 OH !.33!! $!,!!!.!!M( L.!$ OH !.!1!! /!,!!!.!!

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B B@

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C P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.0!!! $!,!!!.!!M( L.!$ OH !.!0!! /!,!!!.!!

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B B@

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A T' K'(?

P'6'(? L.!1 OH !.20!! $!,!!!.!!

M( L.!$ OH !.!20! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

T@ m'56 1.2!!! 00,0!!.!!

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C P'(+5

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A T' K'(?

P'6'(? L.!1 OH !.0!!! $!,!!!.!!M( L.!$ OH !.!0!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.3!!! $!,!!!.!!M( L.!$ OH !.!1!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

P4*( P4 m3 1.2!!! 11!,!!!.!!

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.10!! $!,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

I?6 6 /.!!!! 0,!!!.!!

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.20!! $!,!!!.!!M( L.!$ OH !.!20! /!,!!!.!!

Jm+@ H( T' K'(?

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S*(5 1.2!!! !,!!!.!!

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N U(* K' S5 K'*4*'H( S5

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1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH 1.0!!! $!,!!!.!!

T6 B5 L.!2 OH !.70!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!70! 00,!!!.!!

M( L.!$ OH !.!70! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B5 )'+@ 1.2!!! 90,!!!.!!

S'm' P(5+ K 91.!!!! 1,120.!!

P4*( P4 !.0$! 11!,!!!.!!

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C P'(+5

Jm+@ H( P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.7!! $!,!!!.!!

T6 B5 L.!2 OH !.39!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!39! 00,!!!.!!

M( L.!$ OH !.!39! /!,!!!.!!

Jm+@ H( T' K'(?

B B@B5 )'+@ 1.2!!! 90,!!!.!!

P4*( ( !.$32! !,!!!.!!

m*

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1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH 1.2!!! $!,!!!.!!

T6 B5 L.!2 OH !.2!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!2!! 00,!!!.!!

M( L.!$ OH !.!/!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S'm' P(5+ 6 23!.!!!! 1,120.!!

P4*( B'5 6 93.!!!! 72.!!

K'(*6*+ M64 3!mm8 6 1!27.!!!! /9.!!A*( L*5'( 2!!.!!!! 12!.!!

Jm+@ H( B@

C P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 1./0!! $!,!!!.!!

T6 )5 L.!2 OH !.270! 0!,!!!.!!

K'p+ 56 )5 L.!3 OH !.!2! 00,!!!.!!

M( L.!$ OH !.1/0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

PC ; P(5+ C'm'5 M.10 6 2$7.!!!! 1,120.!!

PB ; P4*( B'5 M.1$. m3 !./21! 1!!,!!!.!!

K( ; K(*6*+ M.12 m3 !.7$!! 11!,!!!.!!

A*( M.!2 L*5'( 210.!!!! 12!.!!

Jm+@ H( B@

C P'(+5

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Jm+@ H( P'(+5" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

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".3 M'm)5 1 m3 )'5 m5 D 1$,0 MP K 1708, 4+mp 12 28 <m, ;< D !,//

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1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH 1./0!! $!,!!!.!!

T6 B5 L.!2 OH !.270! 0!,!!!.!!

E O'(@' # P(*5

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1 2 3 $ 0 /A T' K'(?

P'6'(? L.!1 OH 1.323! $!,!!!.!!

T6 )5 L.!2 OH !.19! 0!,!!!.!!

K'p+ 56 )5 L.!3 OH !.!19! 00,!!!.!!

M( L.!$ OH !.132! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

PC ; P(5+ C'm'5 M.10 6 32/.!!!! 1,120.!!

PB ; P4*( B'5 M.1$. 6 7/!.!!!! 72.!!K( ; K(*6*+ M.12 6 1!29.!!!! /9.!!

A*( M.!2 L*5'( 210.!!!! 12!.!!

Jm+@ H( B@

C P'(+5

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Jm+@ H( P'(+5

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".0 M'm)5 1 m3 )'5 m5 D 19,3 MP K 2708, 4+mp 12 28 <m, ;< D !,0

N U(* K' S5 K'*4*'H( S5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 1./0!! $!,!!!.!!

T6 B5 L.!2 OH !.270! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!2! 00,!!!.!!

M( L.!$ OH !.!3! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S'm' P(5+ 6 371.!!!! 1,120.!!

P4*( B'5 6 /9.!!!! 72.!!

K'(*6*+ M64 3!mm8 6 1!$7.!!!! /9.!!

A*( L*5'( 210.!!!! 12!.!!

Jm+@ H( B@

C P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!7!! $!,!!!.!!

T6 B'4* L.!2 OH !.!7!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!!7! 00,!!!.!!

M( L.!$ OH !.!!$! /!,!!!.!!

Jm+@ H( T' K'(?

B B@B'4* )'5 p+4 6 1!.0!!! 9,0!!.!!

K5 )'5 6 !.10!! 10,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!7!! $!,!!!.!!

T6 B'4* L.!2 OH !.!7!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!!7! 00,!!!.!!

M( L.!$ OH !.!!$! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B'4* )'5 +*( 6 1!.0!!! 9,0!!.!!

K5 )'5 6 !.10!! 10,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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".9 P'm4 1 m2 )'6*45* 56 p4*

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.02!! $!,!!!.!!T6 K> L.!2 OH !.2/!! 0!,!!!.!!

K'p+ T6 L !3 OH ! !2/! /! !!! !!

% H( S5 P'6'(? "#E8



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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.02!! $!,!!!.!!T6 K> L.!2 OH !.2/!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!2/! /!,!!!.!!

M( L.!$ OH !.!2/! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.!$0! 1,$!!,!!!.!!

P6 0 1! <m 6 !.3!!! 10,!!!.!!

M*>6 )'6*45* L*5'( !.1!!! 9,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.//!! $!,!!!.!!

T6 K> L.!2 OH !.33!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!33! /!,!!!.!!

M( L.!$ OH !.!33! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.!$!! 1,$!!,!!!.!!

P6 0 <m 12 <m 6 !.$!!! 10,!!!.!!

M*>6 )'6*45* L*5'( !.2!!! 9,!!!.!!

B+6 6> 6'+4 III !.!10! 1,$!!,!!!.!!

P+> 5')+ 9 mm L)( !.30!! 12,!!!.!!

"+6' 6> Q -1!<m p? $ m B5 2.!!!! 3!,!!!.!!

Jm+@ H( B@

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N U(* K' S5 K'*4*'Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.//!! $!,!!!.!!T6 K> L.!2 OH !.33!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!33! /!,!!!.!!

M( L.!$ OH !.!33! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.!$!! 1,$!!,!!!.!!

P6 0 <m 12 <m 6 !.$!!! 10,!!!.!!

M*>6 )'6*45* L*5'( !.2!!! 9,!!!.!!

B+6 6> 6'+4 III !.!1! 1,$!!,!!!.!!

P+> 5')+ 9 mm L)( !.30!! 12,!!!.!!

"+6' 6> Q -1!<m p? $ m B5 2.!!!! 3!,!!!.!!

Jm+@ H( B@

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Jm+@ H( P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.//!! $!,!!!.!!

T6 K> L.!2 OH !.33!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!33! /!,!!!.!!

M( L.!$ OH !.!33! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.!$!! 1,$!!,!!!.!!

P6 0 <m 12 <m 6 !.$!!! 10,!!!.!!

M*>6 )'6*45* L*5'( !.2!!! 9,!!!.!!

B+6 6> 6'+4 III !.!10! 1,$!!,!!!.!!

P+> 5')+ 9 mm L)( !.30!! 12,!!!.!!

"+6' 6> Q -1!<m p? $ m B5 /.!!!! 3!,!!!.!!

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 0.3!!! $!,!!!.!!T6 )5 L.!2 OH !.270! 0!,!!!.!!

T6 6> L.!2 OH 1.3!!! 0!,!!!.!!

T6 )'4* L.!2 OH 1.!0!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.2/2! /!,!!!.!!

M( L.!$ OH !.2/0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.2!!! 1,$!!,!!!.!!

P6 0 <m 12 <m 6 1.0!!! 10,!!!.!!

M*>6 )'6*45* L*5'( !.$!!! 9,!!!.!!

B'4* )'5 p+4 6 107.0!!! 9,0!!.!!

K5 )'5 6 2.20!! 10,!!!.!!

S'm' P(5+ 6 33/.!!!! 1,120.!!

P4*( B'5 !.0$!! 1!!,!!!.!!

K'(*6*+ !.1!! 11!,!!!.!!

Jm+@ H( B@

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 0./0!! $!,!!!.!!

T6 )5 L.!2 OH !.270! 0!,!!!.!!

T6 6> L.!2 OH 1.0/!! 0!,!!!.!!

T6 )'4* L.!2 OH 1.$!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.323! /!,!!!.!!

M( L.!$ OH !.23! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.27!! 1,$!!,!!!.!!P6 0 <m 12 <m 6 2.!!!! 10,!!!.!!

M*>6 )'6*45* L*5'( !./!!! 9,!!!.!!

B'4* )'5 p+4 6 21!.!!!! 9,0!!.!!

K5 )'5 6 3.!!!! 10,!!!.!!

S'm' P(5+ 6 33/.!!!! 1,120.!!

P4*( B'5 !.0$!! 1!!,!!!.!!

K'(*6*+ !.1!! 11!,!!!.!!

Jm+@ H( B@

C P'(+5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 7.!0!! $!,!!!.!!T6 )5 L.!2 OH !.270! 0!,!!!.!!

T6 6> L.!2 OH 1./0!! 0!,!!!.!!

T6 )'4* L.!2 OH 2.1!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.$!3! /!,!!!.!!

M( L.!$ OH !.303! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.$!!! 9!!,!!!.!!

P6 0 <m 12<m 6 $.!!!! 10,!!!.!!

M*>6 )'6*45* L*5'( 2.!!!! 9,!!!.!!

B'4* )'5 p+4 6 310.!!!! 9,0!!.!!

K5 )'5 6 $.0!!! 10,!!!.!!

S'm' P(5+ 6 33/.!!!! 1,120.!!

P4*( B'5 !.0$!! 1!!,!!!.!!

K'(*6*+ !.1!! 11!,!!!.!!

K> 6'+4 III )+6 !.10!! 1,$!!,!!!.!!

L)( 3.0!!! 12,!!!.!!

"+6' 6> Q -1!8 <m, p? $ m B5 2!.!!!! 3!,!!!.!!

Jm+@ H( B@C P'(+5

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N U(* K' S5 K'*4*' H( S5Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH /.30!! $!,!!!.!!

T6 )5 L.!2 OH !.270! 0!,!!!.!!

T6 6> L.!2 OH 1./0!! 0!,!!!.!!

T6 )'4* L.!2 OH 1.$!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.333! /!,!!!.!!

M( L.!$ OH !.31! /!,!!!.!!Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.32!! 9!!,!!!.!!

P6 0 <m 12 <m 6 3.2!!! 10,!!!.!!

M*>6 )'6*45* L*5'( 1./!!! 9,!!!.!!

B'4* )'5 p+4 6 21!.!!!! 9,0!!.!!

K5 )'5 6 3.!!!! 10,!!!.!!

S'm' P(5+ 6 33/.!!!! 1,120.!!

P4*( B'5 !.0$!! 1!!,!!!.!!

K'(*6*+ !.1!! 11!,!!!.!!

K> 6'+4 III )+6 !.1$!! 1,$!!,!!!.!!

m3

m3

m3

m3

P+> 9 mm

m3

m3

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".1 M'm)5 1 m3 6+m )'5 )'(5+ 10! 6 )'4* # )'6*45*8

N U(* K' S5 K'*4*'H( S5

Rp8



Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 0.3!!! $!,!!!.!!T6 )5 L.!2 OH !.270! 0!,!!!.!!

T6 6> L.!2 OH 1.3!!! 0!,!!!.!!

T6 )'4* L.!2 OH 1.!0!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.2/0! /!,!!!.!!

M( L.!$ OH !.2/0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.32!! 9!!,!!!.!!

P6 0 <m 12 <m 6 3.2!!! 10,!!!.!!

M*>6 )'6*45* L*5'( 1./!!! 9,!!!.!!

B'4* )'5 p+4 6 107.0!!! 9,0!!.!!

K5 )'5 6 2.20!! 10,!!!.!!

S'm' P(5+ 6 33/.!!!! 1,120.!!

P4*( B'5 !.0$!! 1!!,!!!.!!

K'(*6*+ !.1!! 11!,!!!.!!

K> 6'+4 II )+6 !.12!! 1,$!!,!!!.!!

P+> 9 mm L'm)( 2.!!! 12,!!!.!!

"+6' 6> Q -1!8 <m, p? $ m B5 32.!!!! 3!,!!!.!!

Jm+@ H( B@C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

",19 M'm)5 1 m 6+m p(65*4 )'5 )'(5+ 11 118 <m

N U(* K' S5 K'*4*' H( S5Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1!! $!,!!!.!!

T6 )5 L.!2 OH !.!2!! 0!,!!!.!!

T6 6> L.!2 OH !.!2!! 0!,!!!.!!

T6 )'4* L.!2 OH !.!2!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!/! /!,!!!.!!

M( L.!$ OH !.!!9! /!,!!!.!!Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.!!2! 9!!,!!!.!!

P6 0 <m 12 <m 6 !.!1!! 10,!!!.!!

M*>6 )'6*45* L*5'( !.1!!! 9,!!!.!!

B'4* )'5 p+4 6 3.!!!! 9,0!!.!!

K5 )'5 6 !.$0!! 10,!!!.!!

S'm' P(5+ 6 $.!!!! 1,120.!!

P4*( B'5 !.!!/! 1!!,!!!.!!

K'(*6*+ !.!!9! 11!,!!!.!!

Jm+@ H( B@

m3

m3

m3

m3

m3

m3

m3

".2! M'm)5 1 m (* )+6 )'5 )'(5+ 1! 108 <m

N U(* K' S5 K'*4*'H( S5

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Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.297! $!,!!!.!!T6 )5 L.!2 OH !.!33! 0!,!!!.!!

T6 6> L.!2 OH !.!33! 0!,!!!.!!

T6 )'4* L.!2 OH !.!33! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!1!! /!,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6'+4 III !.!!3! 9!!,!!!.!!

P6 0 <m 12 <m 6 !.!2!! 10,!!!.!!

M*>6 )'6*45* L*5'( !.1!!! 9,!!!.!!

B'4* )'5 p+4 6 3./!!! 9,0!!.!!

K5 )'5 6 !.!0!! 10,!!!.!!

S'm' P(5+ 6 0.0!!! 1,120.!!

P4*( B'5 !.!!9! 1!!,!!!.!!

K'(*6*+ !.!10! 11!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5 1! &8 1!& "

% H( S5 P'6'(? "#E8

".21 M'm)5 1 m3 ()5 )'5 1 p< : 3 pp : 0 4p+5

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH 1./0!! $!,!!!.!!

T6 B5 L.!2 OH !.20!! 0!,!!!.!!

K'p+ T6 B5 L.!2 OH !.!20! 0!,!!!.!!

M( L.!$ OH !.!!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K(+ B'5 m !.7!! 11!,!!!.!!

PC K 21.!!!! 1,120.!!

P4*( B'5 m !.02!! 1!!,!!!.!!Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5 1! &8 1!& "

% H( S5 P'6'(? "#E8

m3

m3

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E.1 P'm4 1 6 )'4* p(*+

N U * K S K * *H( S5



N U(* K' S5 K'*4*'H( S5

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1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH !.!/!! $!,!!!.!!

T6 L4 K45(64* L.!3 OH !.!/!! 00,!!!.!!

K'p+ 56 L.!3 OH !.!!/! 00,!!!.!!

M( L.!$ OH !.!!3! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B'4* P(*+ K 1.10!! 11,/!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

E.2 P'm4 1 6 (6 6-6 )? I%

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!/!! $!,!!!.!!

T6 L4 K45(64* L.!3 OH !.!/!! 00,!!!.!!

K'p+ 56 L.!3 OH !.!!/! 00,!!!.!!

M( L.!$ OH !.!!3! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B'4* B? I% K 1.10!! 17,!!!.!!

Jm+@ H( B@C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

E.3 P'm4 1 6 (* )? CNP

N U(* K' S5 K'*4*' H( S5Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!/!! $!,!!!.!!

T6 L4 K45(64* L.!3 OH !.!/!! 00,!!!.!!

K'p+ 56 L.!3 OH !.!!/! 00,!!!.!!

M( L.!$ OH !.!!3! /!,!!!.!!

Jm+@ H( T' K'(?

B B@B'4* B? I% K 1.10!! ,20!.!!

Jm+@ H( B@

E.$ P''(? 1!! 6 p'6'(? p'(6*5

N U(* K' S5 K'*4*'H( S5

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p8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1!!! $!,!!!.!!T6 L4 K45(64* L.!3 OH !.1!!! 00,!!!.!!

K'p+ 56 L.!3 OH !.!!1! 00,!!!.!!

M( L.!$ OH !.!!0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S+( L*5'( 1.!!!! ,0!!.!!

M*>6 p'+m4 L*5'( !.1!!! 2!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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E O'(@' # P(*5

% H( S5 P'6'(? "#E8

E.0 P'm4 1 m2 (++* ( ++m**m

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH 1.!!!! $!,!!!.!!

T6 K@44 A+m*m L.!3 OH 1.!!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.1!!! 00,!!!.!!

M( L.!$ OH !.!0!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

R++* ( ++m**m 1.!!!! 2$7,!!!.!!

Jm+@ H( B@C P'(+5

Jm+@ H( P'(+5

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% H( S5 P'6'(? "#E8

E./ P'm4 1 m 64' p*5 ++m**m

N U(* K' S5 K'*4*' H( S5Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!$3! $!,!!!.!!

T6 K@44 A+m*m L.!3 OH !.!$3! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!$3 00,!!!.!!

M( L.!$ OH !.!!21 /!,!!!.!!

Jm+@ H( T' K'(?

B B@K4' $ B( FKK m 1.1!!! 170,!!!.!!

S6(p *'( )@ 2.!!!! 70!.!!

m2

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!$3! $!,!!!.!!T6 K@44 A+m*m L.!3 OH !.!$3! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!$3 00,!!!.!!

M( L.!$ OH !.!!21 /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K4' 3 B( FKK m 1.1!!! 12!,!!!.!!

S6(p *'( )@ 2.!!!! 70!.!!

S'+5 T)' !.!/!! 1!,0!!.!!

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C P'(+5

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N U(* K' S5 K'*4*'

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!0! $!,!!!.!!

T6 K@44 A+m*m L.!3 OH !.!0! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!0 00,!!!.!!

M( L.!$ OH !.!!$2 /!,!!!.!!

Jm+@ H( T' K'(?

B B@

P(*+ ++m**m m $.$!!! 1!0,0!!.!!A++m**m 45(*p m 1$./!!! 2/,!!.!!

Jm+@ H( B@

C P'(+5

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E.9 P'm4 1 m2 p*5 6< (6 ++m**m

N U(* K' S5 K'*4*'H( S5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!0! $!,!!!.!!

T6 A++m*m;K< L.!3 OH !.!0! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!9! 00,!!!.!!

M( L.!$ OH !.!!0! /!,!!!.!!Jm+@ H( T' K'(?

B B@

E.1! P'm4 1 m 5+ 5(; ?(* 4' )?+4 2 +')( 9! <m

N U(* K' S5 K'*4*'H( S5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.2!!! $!,!!!.!!T6 L.!3 OH !.2!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!2!! /!,!!!.!!

M( L.!$ OH !.!!1! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S' p+5 +)( 1.!0!! $$,!!.!!

P6 1 <m - 2,0 <m 6 !.!10! 10,!!!.!!

Pp 6> 6'+4 II 5 III !.!19! 9!!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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N U(* K' S5 K'*4*'

H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.20!! $!,!!!.!!

T6 B'4* L.!2 OH !.20!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!20! 00,!!!.!!

M( L.!$ OH !.!13! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

R6 @++ $!.$!.2 mm m= 3.0!!! /,!!.!!A44'4(*4 p'(65, +4 ++8 L4 1!!&(6 23,!!.!!

Jm+@ H( B@

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E.12 P'm4 1 m2 (6 )'4* @++ 1$!.$!.2mm, m+ /! /! <m, p+

N U(* K' S5 K'*4*'H( S5

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1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.30!! $!,!!!.!!

T6 B'4* L.!2 OH !.30!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!30! 00,!!!.!!

M( L.!$ OH !.!1! /!,!!!.!!Jm+@ H( T' K'(?

B B@

m*

% HARGA SATUAN PEKERJAAN PASANGAN "IN"ING

%.1 P'm4 1m2 ** )5 m'(@ 011228 <m 5')+ )5 <mp( 1SP : 2PP

N U(* K' S5 K'*4*'H( S5

R 8



Rp8

1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH !.3!!! $!,!!!.!!

T6 B5 L.!2 OH !.1!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!1!! 00,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B5 m'(@ 7!.!!!! 0!!.!!

S'm' P(5+ K 1.90!! 1,120.!!

P4*( P4 !.!3! 11!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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E O'(@' # P(*5

% H( S5 P'6'(? "#E8

%.2 P'm4 1m2 ** )5 m'(@ 011228 <m 5')+ )5 <mp( 1SP : 3PP

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.3!!! $!,!!!.!!

T6 B5 L.!2 OH !.1!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!1!! 00,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

B B@B5 m'(@ 7!.!!!! 0!!.!!

S'm' P(5+ K 1$.37!! 1,120.!!

P4*( P4 !.!$!! 11!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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E O'(@' # P(*5% H( S5 P'6'(? "#E8

%.3 P'm4 1m2 ** )5 m'(@ 011228<m 5')+ )5 <mp( 1SP : /PP

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.3!!! $!,!!!.!!

T6 B5 L.!2 OH !.1!!! 0!,!!!.!!K'p+ T6 L.!3 OH !.!1!! 00,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

m3

m3

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m3

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N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /



1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.3!!! $!,!!!.!!T6 B5 L.!2 OH !.1!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!1!! 00,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B5 m'(@ )@ 7!.!!!! 0!!.!!

S'm' P(5+ K /.0!!! 1,120.!!

P4*( P4 !.!0!! 11!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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E O'(@' # P(*5

% H( S5 P'6'(? "#E8

G. HARGA SATUAN PEKERJAAN PLESTERAN

G.1 P'm4 1 m2 p+'45'( 1SP : 2PP 5')+ 10 mm.

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.3!!! $!,!!!.!!

T6 B5 L.!3 OH !.10!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!10! 00,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

B B@S'm' P(5+ K 1!.22$! 1,120.!!

P4*( P4 !.!2!! 11!,!!!.!!

Jm+@ H( B@

C P'(+5

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% H( S5 P'6'(? "#E8

G.2 P'm4 1 m2 p+'45'( 1SP : /PP 5')+ 10 mm.

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.3!!! $!,!!!.!!

T6 B5 L.!3 OH !.10!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!10! 00,!!!.!!M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

m3

m3

G.3 P'm4 1 m2 p+'45'( 1SP : 3PP 5')+ 10 mm

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /



1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.2/!! $!,!!!.!!T6 B5 L.!3 OH !.2!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!2!! 00,!!!.!!

M( L.!$ OH !.!13! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S'm' P(5+ K 1!.3/! 1,120.!!

P4*( P4 !.!31! 11!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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E O'(@' # P(*5

% H( S5 P'6'(? "#E8

G.$ P'm4 1 m2 p+'45'( <*p(5 1SP : 2PP

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.3!!! $!,!!!.!!

T6 B5 L.!3 OH !.1!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!1!! 00,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S'm' P(5+ K $.32!! 1,120.!!

P4*( P4 !.!!/! 11!,!!!.!!Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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E O'(@' # P(*5

% H( S5 P'6'(? "#E8

G.0 P'm4 1 m2 **4@* 4*( p4 )5 m'(@

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.10!! $!,!!!.!!

T6 B5 L.!3 OH !.!70! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!!! 00,!!!.!!

M( L.!$ OH !.!!! /!,!!!.!!

Jm+@ H( T' K'(?B B@

S'm' P(5+ K 3.1!! 1,120.!!

m3

m3

G./ P'm4 1 m2 **4@* 4*( p4 )5 6+*, <mp( 1SP : 2PP

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /



3 0 /

A T' K'(?

P'6'(? L.!1 OH !.3!!! $!,!!!.!!T6 B5 L.!3 OH !.10!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!10! 00,!!!.!!

M( L.!$ OH !.!10! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S'm' P(5+ K /.3$!! 1,120.!!

P4*( P4 !.!12! 11!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

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E O'(@' # P(*5

% H( S5 P'6'(? "#E8

G.7 P'm4 1 m2 <*.

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.2!!! $!,!!!.!!

T6 B5 L.!3 OH !.1!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!1!! 00,!!!.!!

M( L.!$ OH !.!1!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S'm' P(5+ K 3.20!! 1,120.!!

Jm+@ H( B@C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

G. P'm4 1 m p+'45'( 46* 1SP : 3PP +')( 0 <m

N U(* K' S5 K'*4*' H( S5Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!!! $!,!!!.!!

T6 B5 L.!3 OH !.$!!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!$!! 00,!!!.!!

M( L.!$ OH !.!!$! /!,!!!.!!

Jm+@ H( T' K'(?

B B@S'm' P(5+ K !.0!!! 1,120.!!

P4*( P4 !.!13! 11!,!!!.!!

m3

m3

H HARGA SATUAN PEKERJAAN PENUTUP LANTAI "AN PENUTUP "IN"ING

H.1 P'm4 1m2 +5* 6'(m*6 6( 3!<m 3!<m p+4 8

N U(* K' S5 K'*4*'H( S5

Rp8



1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.7!!! $!,!!!.!!

T6 B5 L.!2 OH !.30!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!30! 00,!!!.!!

M( L.!$ OH !.!30! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K'(m*6 3!<m 3!<m p+4 B@ 11.7!! $,20!.!!

S'm' P(5+ K 1!.!!!! 1,120.!!

P4*( p4 m3 !.!$0! 11!,!!!.!!

S'm' ( K 1.0!!! 1!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

H.2 P'm4 1m2 +5* 6'(m*6 6( 3!<m 3!<m m5* 64(

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.7!!! $!,!!!.!!

T6 B5 L.!2 OH !.30!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!30! 00,!!!.!!

M( L.!$ OH !.!30! /!,!!!.!!

Jm+@ H( T' K'(?B B@

K'(m*6 3!<m 3!<m 64( B@ 11.7!! $,7!!.!!

S'm' P(5+ K 1!.!!!! 1,120.!!

P4*( p4 m3 !.!$0! 11!,!!!.!!

S'm' ( K 1.0!!! 1!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

H.3 P'm4 1m2 +5* 6'(m*6 6( 2!<m 2!<m

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH !.7!!! $!,!!!.!!

T6 B5 L.!2 OH !.30!! 0!,!!!.!!

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

H.$ P'm4 1 m p+*5 6'(m*6 6( 0<m 2!<m

N U(* K' S5 K'*4*'H( S5



N U(* K' S5 K'*4*'

Rp8

1 2 3 $ 0 /A T' K'(?

P'6'(? L.!1 OH !.!9!! $!,!!!.!!

T6 B5 L.!2 OH !.!9!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!30! 00,!!!.!!

M( L.!$ OH !.!!0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

P+*5 6'(m*6 6( 0<m 2!<m B@ 0.3!!! 3,$0!.!!

S'm' P(5+ K !.07!! 1,120.!!

P4*( p4 m3 !.!!10 11!,!!!.!!

S'm' ( K !.!13! 1!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

H.$ P'm4 1 m2 ** K'(m*6 20 <m $! <m

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.7!!! $!,!!!.!!

T6 B5 L.!2 OH !.30!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!30! 00,!!!.!!

M( L.!$ OH !.!30! /!,!!!.!!Jm+@ H( T' K'(?

B B@

K'(m*6 20<m $!<m B@ 1!.!!!! /,30!.!!

S'm' P(5+ K 9.3!!! 1,120.!!

P4*( p4 m3 !.!1! 11!,!!!.!!

S'm' ( K 1.0!!! 1!,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

"*@*5 P'm4 1 m= 45'p4* 3! <m

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /A T' K'(?

P'6'(? L !1 OH ! !9!! $! !!! !!

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8



*@*5 P4 )5 <* 1 m28

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T K ?



A T' K'(?

P'6'(? L.!1 OH !.2$!! $!,!!!.!!

T6 )5 L.!2 OH !.12!! 0!,!!!.!!

K'p+ T6 L.!3 OH !.!12! 00,!!!.!!

M( L.!$ OH !.!2$! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B5 <* )@ 12.0!!! /,!!!.!!

P4*( P4 !.!20! 11!,!!!.!!

P(5+ C'm'5 6 0.!!!! 1,120.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5 1! &8 1!& "

% H( S5 P'6'(? "#E8

I SATUAN PEKERJAAN LANGIT-LANGIT PLA%ON"8

I.1 P'm4 1 m2 p+ >p4m )( 6( 12!2$!98 mm, 5')+ 9 mm

N U(* K' S5 K'*4*' H( S5Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1!!! $!,!!!.!!

T6 6> L.!2 OH !.!0!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!0! /!,!!!.!!

M( L.!$ OH !.!!0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@G>p4m )( L'm)( !.3/$! /!,7!!.!!

P6 46(p 6 !.11!! 1/,0!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

I.2 P'm4 1 m2 "** GRC 6( 12!2$!98 mm, 5')+ / mm

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1!!! $!,!!!.!!

T6 6> L.!2 OH !.!0!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!0! /!,!!!.!!

M( L.!$ OH !.!!0! /!,!!!.!!

Jm+@ H( T' K'(?

m3

I,3 M'm4 1 m= L*4p+6 GRC B(

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?



A T' K'(?

P'6'(? L.!1 OH !.!0!! $!,!!!.!!

T6 K> L.!2 OH !.!0!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!0! /!,!!!.!!

M( L.!$ OH !.!!3! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

L*45p+ GRC B( m= 1.!!!! 1/,20!.!!

P6 B*4 6 !.1!!! 10,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

J. HARGA SATUAN PEKERJAAN ATAP

*@*5 P'm4 1 m2 R6 5p )? (*

N U(* K' S5 K'*4*'H( S5

Rp81 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1!!! $!,!!!.!!

T6 )? (* L.!3 OH !.!1!! 0!,!!!.!!

K'p+ 56 L.11 OH !.1!!! 00,!!!.!!

M( L.10 OH !.!!0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

R6 5p )? (* # <'4(*'4 m2 1.!!!! 123,!!!.!!Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

*@*5 P'm4 1 m2 U46 R' B? R*

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1!!! $!,!!!.!!

T6 )? (* L.!3 OH !.!1!! 0!,!!!.!!

K'p+ 56 L.11 OH !.1!!! 00,!!!.!!

M( L.10 OH !.!!0! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

U46 R' )? (* C%S T(45 m2 1.!!!! /0,!!!.!!

J.1 P4 1 m2 5p )@ )*5m' 4'++4 m'(6 O+* 5 4'5(

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?



A T' K'(?

P'6'(? L.!1 OH !.10!! $!,!!!.!!

T6 K> L.!3 OH !.!70! 0!,!!!.!!

K'p+ T6 K> L.11 OH !.!!! /!,!!!.!!

M( L.10 OH !.!!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

A5p m'(6 +*' 5 +)( !.0!! 113,/!!.!!

6 pD2,! m LD!,90 m 5D3mm

A<<'44(*'4 m( )5 5p +4 1.!!!! 13,177./!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

J.2 P'm4 1 m )) )@ )*5m' 4'++4

N U(* K' S5 K'*4*'H( S5

Rp81 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.2!!! $!,!!!.!!

T6 K> L.!3 OH !.2!!! 0!,!!!.!!

K'p+ 56 L.11 OH !.!2!! /!,!!!.!!

M( L.10 OH !.!!2! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

B) 5p +* B@ 1.!!!! $2,!!.!!A<<'44(*'4 m( )5 5p +4 1.!!!! ,0/!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

J.3 P'm4 1 m2 5p %*)'( +44 6. 20! 92 <m

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.1$!! $!,!!!.!!

T6 K> L.!3 OH !.!7!! 0!,!!!.!!

K'p+ 56 L.11 OH !.!!7! /!,!!!.!!

M( L.10 OH !.!!7! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

J.$ M'm4 5+ 5( ; J(+ 4' BJLS 2 +')( 9! <m,

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?



A T' K'(?

P'6'(? L.!1 OH !.2!!! $!,!!!.!!

T6 K> L.!3 OH !.$!!! 0!,!!!.!!

K'p+ T6 K> L.11 OH !.!20! /!,!!!.!!

M( L.10 OH !.!1!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

S' BJLS 2 +')( 9! <m, m= 1.!0!! $$,!!.!!

K> Km'( Pp m !.!19! 11,$0!,!!!.!!

P6 B*4 K !.!10! 10,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

K HARGA SATUAN PEKERJAAN KAFU

K.1 P'm)5 1 m2 p*5 )+' p+> $ mm, (6 6> 6m'(

N U(* K' S5 K'*4*' H( S5Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.7!!! $!,!!!.!!

T6 6> L.!3 OH 2.1!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.21!! /!,!!!.!!

M( L.!$ OH !.!30! /!,!!!.!!

Jm+@ H( T' K'(?

B B@K> 6m'( !.!39 11,$0!,!!!.!!

P6 1 <m 2,0 <m 6 !.!3!! 10,!!!.!!

L'm 6> 6 !.0!!! 12,0!!.!!

T'6 5')+ $ mm U6. ! 21!8 <m L'm)( 1.!!!! 1!3,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

K.1 P'm4 1 )@ p*5. P.1

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!1!! $!,!!!.!!

T6 6> L.!3 OH !.0!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!0!! /!,!!!.!!

m*

"*@*5 P'm)5 1 )@ p*5 P.2 P'5p p+> $ mm )+' , (6 6> 6m'(

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?



?

P'6'(? L.!1 OH !.7!!! $!,!!!.!!

T6 6> L.!3 OH 2.1!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.21!! /!,!!!.!!

M( L.!$ OH !.!30! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K> 6m'( !.!29/ 11,$0!,!!!.!!

P6 1 <m 2,0 <m 6 !.!3!! 10,!!!.!!

L'm 6> 6 !.0!!! 12,0!!.!!

T'6 5')+ $ mm L'm)( 2.!!!! 1!3,!!!.!!

P+*5( 6> m2 3.3/!! $2,971.0!Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

"*@*5 P'm)5 1 )@ p*5 P.3 P'5p p+> $ mm )+' , (6 6> 6m'(

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.7!!! $!,!!!.!!

T6 6> L.!3 OH 2.1!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.21!! /!,!!!.!!

M( L.!$ OH !.!30! /!,!!!.!!

Jm+@ H( T' K'(?B B@

K> 6m'( !.!02 11,$0!,!!!.!!

P6 1 <m 2,0 <m 6 !.!3!! 10,!!!.!!

L'm 6> 6 !.0!!! 12,0!!.!!

T'6 5')+ $ mm L'm)( 2.!!!! 1!3,!!!.!!

P+*5( 6> m2 2.02!! $2,971.0!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

L. HARGA SATUAN PEKERJAAN KUNCI "AN KACA

L.1 P'm4 1 )@ 6<* 5m )*4

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

m*

m*

% H( S5 P'6'(? "#E8



L.2 P'm4 1 )@ '4'+ p*5

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?



P'6'(? L.!1 OH !.!10! $!,!!!.!!

T6 6> L.!2 OH !.10!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!10! /!,!!!.!!

M( L.!$ OH !.!!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

E4'+ p*5 S+* B@ 1.!!!! 22,0!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

L.3 P'm4 1 )@ '4'+ ?''+

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH !.!1!! $!,!!!.!!

T6 6> L.!2 OH !.1!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!1!! /!,!!!.!!

M( L.!$ OH !.!!!0 /!,!!!.!!

Jm+@ H( T' K'(?

B B@

E4'+ C4'm'5 "'64 B@ 1.!!!! $1,0!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

L.$ P'm4 1 )@ (''+

N U(* K' S5 K'*4*'H( S5

Rp81 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!10! $!,!!!.!!

T6 6> L.!2 OH !.10!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!10! /!,!!!.!!

M( L.!$ OH !.!!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

G(''+ )*4 B@ 1.!!!! 20,!!!.!!

Jm+@ H( B@

C P'(+5

L.0 P'm4 1 )@ H'+

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P 6 ? L !1 OH ! !2!! $! !!! !!



P'6'(? L.!1 OH !.!2!! $!,!!!.!!

T6 6> L.!2 OH !.2!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!2!! /!,!!!.!!

M( L.!$ OH !.!!1! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

H'+ B@ 1.!!!! $1,70!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

L./ P'm4 1 m2 6< 5')+ 0 mm

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH !.!10! $!,!!!.!!

T6 6> L.!2 OH !.10!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!10! /!,!!!.!!

M( L.!$ OH !.!!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

K< 5')+ 0mm 1.1!!! 7,!!!.!!

S'+5 K !.!0!! 1!,0!!.!!

Jm+@ H( B@C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

M HARGA SATUAN PEKERJAAN PENGECATAN

M.1 P''<5 1 m2 5'm)6 )( 1+p*4 p+m(, 1 +p*4 <5 4(, 2 +p*4 <5 p'5p8 *5'(*(

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!2!! $!,!!!.!!

T6 <5 L.!2 OH !.!/3! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!/3 00,!!!.!!

M( L.!$ OH !.!!3! /!,!!!.!!

Jm+@ H( T' K'(?B B@

P+m( K ! 1!!! 7!! !!

m2

M.2 P''<5 1 m2 5'm)6 )( 1 +p*4 <5 4(, 2 +p*4 <5 p'5p8 '645'(*(

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L !1 OH ! !2!! $! !!! !!



P'6'(? L.!1 OH !.!2!! $!,!!!.!!

T6 <5 L.!2 OH !.!/3! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!!/3 00,!!!.!!

M( L.!$ OH !.!!3! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

C5 4( K !.1!!! $9,3/.!!

C5 p'5p K !.2/!! 7,9!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

M.3 P'+)( 1 m2 )* 6> ' p+*5(

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /A T' K'(?

P'6'(? L.!1 OH !.!$!! $!,!!!.!!

T6 <5 L.!2 OH !.!/!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!1/! 00,!!!.!!

M( L.!$ OH !.!!3! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

P+*5( L*5'( !.10!! 02,0!!.!!

P+*5( ?* L*5'( !.372! 02,0!!.!!Amp'+4 L)( 2.!!!! 3,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5 1! &8 1!& "

% H( S5 P'6'(? "#E8

M.$ P''<5 1 m2 p'(m6 )? ' m'*' )'4*

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.!2!! $!,!!!.!!

T6 <5 L.!2 OH !.2!!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.!2!! 00,!!!.!!

M( L.!$ OH !.!!20 /!,!!!.!!

Jm+@ H( T' K'(?

B B@

N. HARGA SATUAN PEKERJAAN SANITASI "ALAM GE"UNG

N.1 P'm4 1 )@ <+4'5 ?66

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /

A T' K'(?



A T' K'(?

P'6'(? L.!1 OH 1.0!!! $!,!!!.!!

T6 )5 L.!2 OH 1.0!!! 0!,!!!.!!

K'p+ 56 L.!3 OH 1.!!!! 00,!!!.!!

M( L.!$ OH !.1/!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

C+4'5 ?66 U*5 1.!!!! 17,!!!.!!

Jm+@ H( B@

C P'(+5

Jm+@ H( P'(+5

" Jm+@ H( 5', B@ P'(+5 A#B#C8

E O'(@' # P(*5

% H( S5 P'6'(? "#E8

N.2 P'm4 1 )@ 45'+

N U(* K' S5 K'*4*'H( S5

Rp8

1 2 3 $ 0 /A T' K'(?

P'6'(? L.!1 OH 1.2!!! $!,!!!.!!

T6 )5 L.!2 OH 1.$0!! 0!,!!!.!!

K'p+ 56 L.!3 OH !.10!! 00,!!!.!!

M( L.!$ OH !.!/!! /!,!!!.!!

Jm+@ H( T' K'(?

B B@

45'+ U*5 1.2!!! 23!,!!!.!!

S'm' P(5+ K /.!!!! 1,120.!!P4*( p4 m3 !.!1!! 11!,!!!.!!

P'(+'6p & 12.!!!! 33,12!.!!

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DAFTAR HARGA MATERIAL





NO. U R A I A N SATUAN

1 2 3

I BAHAN DASAR

1 B5 K+*;B5 B'+@ M3 Rp.



2 K'(*6*+ B'5 ; Sp+*5' 2;3 M3 Rp.

3 K'(*6*+ B'5 ; Sp+*5' 2;3 K Rp.

$ B5 B5 B@ Rp.

0 P4*( U( M3 Rp./ P4*( P4 M3 Rp.

7 P4*( B'5 M3 Rp.

P4*( B'5 K Rp.

9 S*(5 M3 Rp.

1! T@ U( M3 Rp.

11 PC P(5+ C'm'58 K Rp.

12 PC ( K Rp.

13 A*( L5( Rp.

II BAHAN PENUTUP ATAP

1 P4 5p )@ )*5m' 4'++4 O+* L)( Rp.

2 P4 )) )@ )*5m' 4'++4 O+* B@ Rp.

3 %*)'( +44 J)'4 L)( Rp.

$ A4)'4 '+m) )'4( L)( Rp.

0 S' BJLS 2 +')( 9! <m, L)( Rp.

/ S' p+5 L)( Rp.7 R6 A5p B? R* C%S T(45 M2 Rp.

U46 R' )? (* C%S T(45 M2 Rp.

9 L*45p+6 GRC (5 6> M= Rp.

1! R6 A5p B? I% K Rp.

11 R6 A5p B? K+ C K Rp.

III BAHAN KA7U

1 K> M'(5* B+6 M3 Rp.

2 K> M'(5* Pp M3 Rp.

3 K> 6m'( )+6 M3 Rp.

$ K> 6m'( pp M3 Rp.

0 K> 6'+4 III 6> <'568 )+6 M3 Rp.

/ K> 6'+4 III M3 Rp.

7 "+6' 6> +m -1! <m;$m B5 Rp.

Bm) $ m B5 Rp.

9 %(*5';p'? ?(6;4p<'( +5 )58 B5 Rp.


1 2 3

2 B*4 U 2! M= Rp.

3 L*45 B'5 M= Rp.

/I BAHAN BESI DAN ALUMMUNIUM

1 B'4* B'5 P+4 K Rp.2 B'4* B'5 U+*( K Rp.

3 B'4* p(*+ K Rp.

$ B'4* S5(*p K Rp.

0 B'4* H++ U6( 2 $ <m 5')+ !,30 mm B5 Rp.

/ B * H ++ U6 $ $ 5 ) + ! 30 B5 R



/ B'4* H++ U6( $ $ <m 5')+ !,30 mm B5 Rp.

7 A++m*m 45(*p M= Rp.

P(*+ A++m*m M= Rp.

9 R6 A++m*m M= Rp.1! R++* ( A++m*m M2 Rp.

11 K4' 3 B( FKK M= Rp.

12 K4' $ B( FKK M= Rp.

11 %+* G5' TD !0 mm J6(5 5'(p4 8 M2 Rp.

12 P*5 +mm*m 6./! 2!! <m )( FKK B@ Rp.

13 P4 p*5 )'4* 5'(p4 +6+ M2 Rp.

12 P4 p*5 ('++* 5 p*p 45' +'44 5'++ * 2 5'(p4 8 M= Rp.

13 K5 B'(5 K Rp.

/II BAHAN PIPA

1 P*p PVC 1;2 A M= Rp.

2 P*p PVC 3;$ A M= Rp.

3 P*p PVC 3 " M= Rp.

$ P*p PVC $ " M= Rp.

0 P*p G+*4 *. 3;$ M'*m B M= Rp.

/ P*p G+*4 *. 1 M'*m B M= Rp.

7 P*p G+*4 *. 1;2 M'*m B M= Rp.

P*p G+*4 *. 2 M'*m B M= Rp.

/III BAHAN LANGITLANGIT

1 G>p4m B( 12!2$!9 L)( Rp.

2 T(*p+'64 $ mm L)( Rp.

3 GRC B( 12! 2$! / L)( Rp.

$ L*45 >p4m p(*+ 5'(p4 8 M= Rp.

0 P+> 9 mm L)( Rp.

/ T'6 $ mm 12!2$!$ L)( Rp.

I6 BAHAN FINISHING

1 P+mm( T'm)6 K Rp.

2 C5 p'5p 5'm)6 *5'(*( <5*+ K Rp.

3 C5 4( 5'm)6 *5'(*( K Rp.

$ C5 p'5p 5'm)6 '645'(*( m*+' K Rp.

0 C5 4( 5'm)6 '645'(*( K Rp


1 2 3

6I BAHAN INSTALASI LISTRIK

1 K)'+ NFM 32,0 mm M= Rp.

2 K)'+ NFF 3$ mm M= Rp.

3 S( +mp B@ Rp.$ Lmp SL 23 55 B@ Rp.

0 Lmp SL 55 B@ Rp.

/ S6'+( 5+ B@ Rp.

7 S6'+( B@ Rp.

S5p 656 B@ Rp



S5p 656 B@ Rp.

9 I4+5( B@ Rp.

1! L4 B@ Rp.

11 T 4 PVC B@ Rp.12 %*55* B@ Rp.

13 T* +mp PJU B@ Rp.

1$ Lmp m'(6(> p''( +( 8 B@ Rp.

10 P*p PVC 2! mm2 M= Rp.

6II ALAT PENGGANTUNG DAN PENGUNI

1 K<* Tm S+* B@ Rp.

2 E4'+ p*5 S+* B@ Rp.3 E4'+ C4'm'5 "'64 B@ Rp.

$ G(''+ )*4 B@ Rp.

0 G(''+ 5m "'64 B@ Rp.

/ H'+ B@ Rp.

6II BAHAN SANITAIR

1 K+4'5 J66 T5 B@ Rp.

2 U(**( T5 B@ Rp.

3 45'+ T5 B@ Rp.

$ %+( "(* B@ Rp.

0 K( *( B@ Rp.

/ K( 45'+ B@ Rp.

7 S5p 6( 1;2 B@ Rp.

S5p 6( 3;$ B@ Rp.

9 S'+ 5p' B@ Rp.

1! S'+ P'mm ; %*(' @4' 64 2.0 3! m= R+ Rp.

11 S'+ P'mm ; %*(' @4' *(')('64 2.0 2! m= R+ Rp.

12 T) P'mm (> <@'m*<+ p'( *(' '5**4@'(8 3.0 6 U*5 Rp.

13 B* Cp4 T6 IPAL84@ 5'(m46 )+'(, p'+ *45+4* +*45(*6 U*5 Rp.

1$ J'5 pmp 45*+'44 C+p 8 4@'( B@ Rp.

10 J'5 pmp 45*+'44 G(45 B@ Rp.

1/ T6* *( 6p4*54 11!! +*5'( B@ Rp.

6III ALAT PENGIKAT KA7U

1 P6 B*4 1 4; $ K Rp


1 2 3

6I/ LAINLAIN

1 M*>6 B'6*45* L5( Rp.

2 S+( L5( Rp.

3 M*>6 p'+m4 L5( Rp.$ T+* *?6 K Rp.

0 P@ P+'m B@ Rp.

/ Amp'+4 L)( Rp.

7 K4 B@ Rp.

Rmp5 6< - 6< M2 Rp



Rmp5 6< 6< M2 Rp.

HARGA SATUAN

$

90,!!!.!!

11! !!! !!



11!,!!!.!!

/9.!!

0!!.!!

!,!!!.!!11!,!!!.!!

1!!,!!!.!!

72.!!

!,!!!.!!

00,0!!.!!

1,120.!!

1!,!!!.!!

12!.!!

113,/!!.!!

$2,!!.!!

0,!!!.!!

!,!!!.!!

$$,!!.!!

30,!!!.!!

123,!!!.!!

/0,!!!.!!

1/,20!.!!

17,!!!.!!

,20!.!!

0,/!!,!!!.!!

/,2!!,!!!.!!

9,7!!,!!!.!!

11,$0!,!!!.!!

1,$!!,!!!.!!

9!!,!!!.!!

3!,!!!.!!

12,!!!.!!

0,!!!.!!

HARGA SATUAN

$

3$,!!!.!!

0,!!!.!!

9,0!!.!!9,0!!.!!

11,/!!.!!

,7!!.!!

27,2!!.!!

32,!!.!!



2/,!!.!!

1!0,0!!.!!

7/,0!!.!!2$7,!!!.!!

12!,!!!.!!

170,!!!.!!

$/!,!!!.!!

93!,!!!.!!

7$0,!!!.!!

2$0,!!!.!!

10,!!!.!!

/,20!.!!

/,!!!.!!

1/,!!.!!

2/,370.!!

/0,!!!.!!

97,!!!.!!

$9,!!!.!!

212,0!!.!!

/!,7!!.!!

07,0!!.!!

93,!!!.!!

1/,!!!.!!

12,!!!.!!

1!3,!!!.!!

,7!!.!!

0/,$!!.!!

9,0!!.!!

7,9!!.!!

$9 3/ !!

HARGA SATUAN

$

1!,!!!.!!

1,!!!.!!

32,/!!.!!3,!!!.!!

23,!!!.!!

12,0!!.!!

1$,7!!.!!

12,7!!.!!



7,0!!.!!

2,0!!.!!

2,0!!.!!1,!!!.!!

1,/!!,!!!.!!

70!,!!!.!!

$,20!.!!

110,!!!.!!

22,0!!.!!

$1,0!!.!!

20,!!!.!!

3/,!!!.!!

$1,70!.!!

17,!!!.!!

7$0,!!!.!!

23!,!!!.!!

09,/!!.!!

27,0!!.!!

7!,0!!.!!

$0,!!!.!!

7/,0!!.!!

2,0!!.!!

/,20!,!!!.!!

$,0!!,!!!.!!

1,!3/,0!!.!!

10,!!!,!!!.!!

$,0!!,!!!.!!

3,0!,!!!.!!

0,3!!,!!!.!!

10 !!! !!

HARGA SATUAN

$

9,!!!.!!

,0!!.!!

2!,!!!.!!0,!!!.!!

70!,!!!.!!

3,!!!.!!

1,!!!.!!

0!,!!!.!!



DAFTAR HARGA SATUAN UPAH TENAGA KERJA





T'aga 8

NO URAIAN KODE SATUAN

1 2 3 $

1 P'6'(?;P'6'(?;P'? L.!1 OH Rp.



2 M( L.!$ OH Rp.

3 K'p+ T6 K> L.!3 OH Rp.

$ T6 K> L.!2 OH Rp.

0 K'p+ T6 B5 L.!3 OH Rp.

/ T6 B5 L.!2 OH Rp.

7 K'p+ T6 B'4* L.!3 OH Rp.

T6 B'4*; +m*m ; 6< L.!2 OH Rp.

9 K'p+ T6 C5 L.!3 OH Rp.

1! T6 C5 L.!2 OH Rp.

11 T6 +*45(*6 L.!2 OH Rp.12 T6 P+*5( L.!2 OH Rp.

13 T6 L'*' L.!2 OH Rp.

1$ T6 +4 L.!2 OH Rp.

10 K'p+ 56 +4 L.!3 OH Rp.

1/ M'6*6 L.!/ OH Rp.

17 Sp*( L.!9 OH Rp.

Ala" 8

NO URAIAN KODE SATUAN

1 2 3 $

1 M+' ; C<('5' M*'( E.2.) S' ; @(* Rp.

HARGA

0

$!,!!!.!!



/!,!!!.!!

/!,!!!.!!

0!,!!!.!!

00,!!!.!!

0!,!!!.!!

00,!!!.!!

0!,!!!.!!

00,!!!.!!

0!,!!!.!!

0!,!!!.!!0!,!!!.!!

0!,!!!.!!

0!,!!!.!!

00,!!!.!!

0!,!!!.!!

$0,!!!.!!

HARGA

0

20!,!!!.!!



B'6*45* 1 P6* ".1! 12.95 m2 115,852.00 31.0 m2 m2

B'4* P+4 ".7 43.71 6 11,981.75 19.9 6 6

B'4* U+*( ". 209.33 6 11,981.75 2/1.!7 6 6

$ K+m B'5 B'(5+ T*p' K.1 UK. $! $! <m

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 ".0 2.30 m3 717,138.40 m3 !.3! m3

B'6*45* 1 P6* ".11 23.04 m2 260,106.00 m2 3.!! m2

B'4* P+4 ".7 95.88 6 11,981.75 6 0. 6

B'4* U+*( ". 878.51 6 11,981.75 6 2.3! 6

0 K+m B'5 B'(5+ T*p' p(65*4 UK. 12 12 <m

B'5 m5 D 1$,0 MP K 1708, 4+mp 12 28 <m, ;< D !,// ".3 0.22 m3 664,995.10 2.39 m3 m3

B'6*45* 1 P6* ".11 3.60 m2 260,106.00 2!0.2! m2 m2

B'4* P+4 ".7 103.04 6 11,981.75 10!.3$ 6 6

/ L5* 6'(? 1 p< : 3 pp : 0 4p+5 )@ p4* 5p+5' ".21 0.58 m3 525,250.00 m3 m3

J#!la& III



I/ PEKERJAAN PASANGAN

1 P4 )5 )5 56 KM ; C <mp. 1 p< : 3 pp %.2 41.00 m2 81,417.88 .1! m2 m2

2 P+'45'( "** B4m'5 <mp. 1 p< : / pp G.2 188.04 m2 32,079.30 $!.7/ m2 m2

3 P+'45'( K+m K.1 <mp. 1 p< : / pp G.2 99.54 m2 32,079.30 m2 9.0$ m2

$ P+'45'( K+m K.$ <mp. 1 p< : / pp G.2 81.48 m2 32,079.30 m2 33.$ m2

0 P+'45'( B+6 BL.1 <mp. 1 p< : / pp G.2 359.98 m2 32,079.30 m2 137.9 m2

/ P+'45'( B+6 BL.2 <mp. 1 p< : / pp G.2 161.93 m2 32,079.30 29.$7 m2 m2

7 P+'45'( "** B5 )5 <mp. 1 p< : 3 pp KM ; C G.3 52.00 m2 41,089.40 $/.2! m2 m2

P+'45'( S6* 1 : 2 G. 774.17 m= 30,395.75 m= 30./7 m=

9 P4 A<* G.7 924.41 m2 19,586.88 m2 30./7 m2

J#!la& I/

/ PEKERJAAN BESI DAN ALUMMUNIUM

1 P4 p*5 )'4* p*5 m46 p*5 6'+( 8 "*@*5 10.00 m2 745,000.00 m2 m2

2 P4 64' +mm*m B( p*5 6m;< FKK $ E./ 5.80 m= 218,748.75 9.! m= m=

3 P4 p*5 P.1 6m ; < 8 "*@*5 2.00 )@ 1,054,570.00 )@ )@

$ P4 p*5 P.2 8 "*@*5 1.00 )@ 928,074.66 )@ )@

$ P4 '4'+ S+* L.2 9.00 )@ 34,702.80 )@ )@

0 P4 (''+ "'64 L.$ 3.00 )@ 37,928.00 )@ )@

/ P4 @'+ L.0 3.00 )@ 59,191.00 )@ )@

7 P4 6<* S+* L.1 3.00 )@ 158,070.00 )@ )@

R'+*+* 5 p*p )'4* 45' +'44 8 2 "*@*5 5.00 m= 245,000.00 m= m=

J#!la& /

/I PEKERJAAN FINISHING LANTAI DAN DINDING

1 P4 +5* 6'(m*6 3!3! <m # +( KM 8 A4* H.1 11.23 m2 144,289.75 1.12 m2 m2

2 P4 +5* 6'(m*6 3!3! <m 5 +m8 A4* H.2 12.48 m2 150,165.40 m2 12.$ m2

3 P4 +5* 6'(m*6 2! 2! <m 6m;< 8 A4* H.3 11.08 m2 154,742.50 m2 /.31 m2

$ P4 6'(m*6 ** 20 $! <m 6m ; < 8 A4* H.0 17.56 m2 154,514.25 m2 $.3! m2

0 P4 L*45 6'(m*6 ** 0 2! <m 6m ; < 8 A4* H.$ 13.30 m= 32,500.88 m= m=

/ P4 +5* 6'(m*6 45'p4* A4* 56 5 +m "*@*5 19.50 m= 54,392.25 m= 19.0! m=

J#!la& /I


1 P''<5 E5'(*( ' <5 5'm)6 m*+' M.2 56.10 m2 32,920.03 /7.!! m2 ! m2

2 P''<5 I5'(*( ' <5 5'm)6 <5*+ M.1 648.81 m2 23,056.55 1/.!7 m2 ! m2

3 Kmp "6 "*@*5 361.37 m2 17,600.00 121.73 m2 ! m2

J#!la& /II

J#!la& B



II PEKERJAAN PONDASI DAN LANTAI KERJA

1 P4 )5 64 56 p4* ) (6 C.2 8.67 224,119.50

2 P4 P4* )5 )'+@ 56 ) (6 1 p< : pp C.1 23.84 425,414.00 !.32

3 R)5 )'5 1 p< : 3 pp : 0 Sp+5 )@ +5* 6'(m*6 (6 8 ".21 41.18 525,250.00

J#!la& II

III PEKERJAAN BETON

1 K+m B'5 B'(5+ T*p' p(65*4 UK. 11 11 <m ".19 257.40 m= 60,819.00 27./! m= m=

2 S+ B'5 B'(5+ T*p' p(65*4 UK. 12 2! <m ".10 3.54 m3 3,738,471.00 m3 1.2! m3

3 M'm)5 1 m (* )+6 )'5 )'(5+ 1! 108 <m ".2! 110.95 m= 72,509.25 $2./0 m= m=

$ B+6 B'5 B'(5+ T*p' BL.1 2! 0! <m

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 ".0 2.50 717,138.40

B'6*45* 1 P6* ".12 35.00 264,726.00

B * P + " 7 120 96 6 11 981 75 6 6

m3 m3 m3

m3 m3 m3

m3 m3 m3

m3 m3 m3

m2 m2 m2



B'4* P+4 ".7 120.96 6 11,981.75 6 6

B'4* U+*( ". 806.07 6 11,981.75 6 6

0 B+6 B'5 B'(5+ T*p' 10 20 <m

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 ".0 4.91 717,138.40 $.2$

B'6*45* 1 P6* ".12 85.15 264,726.00 73.$0

B'4* P+4 ".7 290.96 6 11,981.75 6 223.$/ 6

B'4* U+*( ". 550.74 6 11,981.75 6 $70.72 6

/ P+5 +5* B'5 B'(5+ T')+ 12 <m

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 ".0 1.08 717,138.40 2.33

B'6*45* 1 P6* ".13 9.00 264,726.00 19.$0

B'4* P+4 ".7 124.78 6 11,981.75 209.92 6 6 7 T B'5 B'(5+ 5 'p 8

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 ".0 2.48 717,138.40 !.22

B'6*45* 1 P6* ".13 17.54 264,726.00 19./

B'4* P+4 ".7 388.41 6 11,981.75 129.$0 6 6

Rm B'5 B'(5+ (m *6 +5* 2 8

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 ".0 6.05 717,138.40 !.22

B'6*45* 1 P6* ".13 17.78 264,726.00 3$./7

B'4* P+4 ".7 1,541.68 6 11,981.75 2.3! 6 6 1

9 P+5 5+ B'5 B'(5+ TD <m (6 )'+6 4mp* 8

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 ".0 6.48 717,138.40 3.3/

B'6*45* 1 P6* ".13 22.22 264,726.00 3.7

B'4* P+4 ".7 1,201.66 6 11,981.75 6 202.// 6

J#!la& III

I/ PEKERJAAN PASANGAN

1 P4 )5 )5 56 ** 1 p< : 2 pp %.1 27.68 86,843.63

2 P4 )5 )5 56 ** 1 p< : pp %.$ 498.37 72,888.75 7$0.$ 1

3 P4 )5 )5 56 p'** +5* +p6 1 p< : 3 pp TD 2! <m %.2 24.90 81,417.88 11$./7

$ P4 )5 )5 56 p'>'65 +p6 TD0! <m 8 1 p< : pp %.$ 196.50 72,888.75 23.22

0 P+'45'( 1 p< : 2 pp 6m ; < 8 G.1 27.68 38,419.70

0 P+'45'( 1 p< : / pp 6+m , ** 8 G.2 3,178.10 32,079.30 $!./ $

/ P+'45'( S6* 1 : 2 G. 2,585.70 m= 30,395.75 79.0! m= m= 3

7 P4 +45'( )5 <* *@*5 53.00 )@ 25,000.00 2.!! )@ )@

P4 A<* G.7 3,203.00 19,586.88 10.7 $

J#!la& I/

m3 m3 m3

m2 m2 m2

m3 m3 m3

m2 m2 m2

m3 m3 m3

m2 m2 m2

m3 m3 m3

m2 m2 m2

m3 m3 m3

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

3 P4 +5* 6'(m*6 3!3! <m +5* +p6 +m 8 A4* H.1 892.14 144,289.75 27.0!

$ P4 +5* 6'(m*6 3!3! <m +5* 4*(6+4* 5'645( 64( 8 H.2 478.13 150,165.40 $7.13

A4*

0 P4 +5* 6'(m*6 2! 2! <m 6m;< 8 A4* H.3 6.12 154,742.50 !.0$

/ P4 6'(m*6 ** 20 $! <m 6m ; < 8 A4* H.0 34.80 154,514.25 1$.21

7 P4 +5* )5 <* 2! $! <m +5( )'+6 5+*4 p4( 8 *@*5 35.03 111,182.50 30.!3

P4 ** p'>'65 56 +p6 (6 @++ $! $! mm E.11 1,080.75 79,480.50 1,!!.70

)@ ++m 8

9 P4 p'5p p'>'65 ' )@ GRC I.2 1,080.75 47,043.70 1,!!.70

1! R)5 B'5 H+m ".21 57.00 m3 525,250.00 m3 07.!! m3

J#!la& /I

/II PEKERJAAN PLAFOND

1 P'm4 1 m2 (6 )'4* @++ 1$!.$!.2mm, m+ /! /! <m, p+ E.12 288.23 97,795.50 2.23

2 P'm4 1 m2 p+ >p4m )( 6( 12!2$!98 mm, 5')+ 9 mm I.1 288.23 34,110.78 2.23

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

2 2 2



2 P4 6< )'* 0 mm 56 p'<@> 8 L./ 5.76 104,910.30 !

3 L*45 p(*+ >p4m 1! <m 442.80 m= 18,000.00 m= $$2.! m=

JUMLAH /II

/III PEKERJAAN KERANGKA ATAP

1 P'm4 1 m2 R6 5p )? (* *@*5 190.78 146,630.00 !

JUMLAH /III

I6 PEKERJAAN PENUTUP ATAP

1 P'm4 5p )*5m' 4'++4 +* J.1 179.00 98,753.16 !

2 p'm4 5p *)'( +44 56 p'<@> 8 J.3 11.78 41,079.50 ! 3 P4 5+ 4' J.$ 4.60 m= 324,406.50 m= ! m=

JUMLAH I6

6 PEKERJAAN PENGEATAN

1 P''<5 ** +( ' <5 5'm)6 m*+' M.2 434.20 32,920.03

2 P''<5 ** +m ' <5 5'm)6 <5*+ M.1 3,824.65 23,056.55 19$.13 $

3 P''<5 P+ >p4m ' <5 5'm)6 <5*+ M.2 288.23 23,056.55

$ Kmp "6 *@*5 1,314.85 17,600.00 1

JUMLAH 6

6I PEKERJAAN LAIN LAIN 2,500,000.00

1 P'm4 5* )''( 1.00 )@ 750,000.00 )@ 1.!! )@

2 P'm p@ p+'m 4.00 )@ 50,000.00 )@ $.!! )@

3 P'6'(? 5m p''m 6< - 6< 8 18.00 m2 m2 1.!! m2

JUMLAH 6I

JUMLAH

D LANTAI 2 EL/.4+00 !I PEKERJAAN BETON

1 K+m B'5 B'(5+ T*p' p(65*4 UK. 11 11 <m ".19 204.300 m= 60,819.00 0.7!! m= ! m= 2

2 P+5 )'5 )'(5+ +''+

B'5 m5 D 2$,! MP K 2708, 4+mp 12 28 <m, ;< D !,03 ".0 4.680 m3 717,138.40 m3 !.0$! m3

B'6*45* 1 P6* ".13 18.650 392,106.00 10.9! !

B'4* P+4 ".7 982.350 6 11,981.75 6 129.21! 6

J#!la& I

II PEKERJAAN PASANGAN

1 P4 )5 )5 56 ** 1 p< : 2 pp % 1 86 950 86 843 63 !

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2

m2

m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

p4 @'+ L.0 8.00 )@ 59,191.00 )@ )@



9 p4 6<* L.1 4.00 )@ 158,070.00 )@ )@

1! P4 ++* 5' 56 p*5 (6 J6(5 8 *@*5 35.63 460,000.00 3.3

11 R'++* 5 p*p )'4* 45' +'44 8 2 *@*5 50.00 m= 245,000.00 m= m=

J#!la& II

III PEKERJAAN FINISHING LANTAI DAN DINDING

1 P4 +5* 6'(m*6 3!3! <m m4@+, (6 65( 8 A4* H.1 123.50 144,289.75 23.71

2 R)5 )'5 56 +5* +4 ".21 43.47 525,250.00

3 P4 +5* 6'(m*6 2! 2! <m 6m;< 8 A4* H.3 14.55 154,742.50 2.79

$ P4 6'(m*6 ** 20 $! <m 6m ; < 8 A4* H.0 36.00 154,514.25 0.32 J#!la& III

I/ PEKERJAAN PLAFOND

1 P'm4 1 m2 (6 )'4* @++ 1$!.$!.2mm, m+ /! /! <m, p+ E.12 36.00 97,795.50

2 P'm4 1 m2 p+ >p4m )( 6( 12!2$!98 mm, 5')+ 9 mm I.1 36.00 34,110.75

3 L*45 p(*+ >p4m 1! <m 24.00 m= 18,000.00 m= m=

JUMLAH I/

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2

m2

m2

m2 m2 m2

m2 m2 m2



JU /

/ PEKERJAAN KERANGKA ATAP1 P'm4 K'(6 B? I%

2!!.2!!..12 mm E.1 12,465.31 6 21,505.00 6 2,7$.7/ 6 9,

2!!.1!!.0,0. mm E.2 3,317.78 6 28,336.00 2,397.19 6 6 0,

2 P'm4 6'(6 )? 6+ C

2!!,70,2!,3,2 E.3 3,328.53 6 17,267.25 $$.2! 6 6 3,

3 S( ' )? 5+ 12 mm *@*5 995.10 6 9,500.00 6 990.1! 6

$ P''+4 *@*5 1.00 +4 12,000,000.00 +4 +4

0 P'>'mp( <'4(*'4 6 - 6 )@ 4@ 8 *@*5 1.00 +4 7,500,000.00 +4 +4

/ P+5 )@+ 5')+ mm *@*5 1,194.38 6 16,500.00 6 6 1,

7 P'm4 46 (' )? (* *@*5 1,047.50 91,588.75 17$.$! 1,

P+5 4*mp+ 5')+ 1! mm *@*5 95.68 6 16,500.00 1,717.00 6 6 1,

JUMLAH /

/I PEKERJAAN PENUTUP ATAP

1 P'm4 5p +* )*5m' 4'++4 8 J.1 1,273.10 98,753.16 123.2! 1,

2 p'm4 5p *)'( +44 56 p'<@> 8 J.3 24.00 41,079.50 .0!

3 p'm4 +*45p+6 GRC )( I,3 176.00 m= 25,003.00 m= m=

$ P'm4 )) 5p +* J.2 114.38 m= 77,748.00 $./2 m= m=

0 P'm4 T+ ?(* J.$ 16.00 m= 324,406.50 m= m=

JUMLAH /I


1 P''<5 ** +( ' <5 5'm)6 m*+' M.2 753.75 32,920.03

2 P''<5 ** +m ' <5 5'm)6 <5*+ M.1 1,507.00 23,056.55 1,

3 P''<5 p+ ' <5 5'm)6 <5*+ M.1 36.00 23,056.55

$ Kmp "6 *@*5 502.70 17,600.00JUMLAH /II

JUMLAH D

E PEKERJAAN MEKANIKAL

I PEKERJAAN INSTALASI AIR KOTOR LANTAI BASEMENT

1 P'm4 %+( (* N.3 2.!!! )@ 72,435.00 )@ )@

2 P'm4 (**( - 2.!!! 4'5 2,750,000.00 4'5 4'5

3 P'm4 p*p PVC *( 65( " 3 I45+4* (* +( (* 8 N.1$ 10.!!! m= 42,007.35 20.!!! m= m=

$ P'm)5 S'p5*<656 - 1.!!! *5 3,500,000.00 *5 *5

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2



I/ PEKERJAAN INSTALASI AIR BERSIH LANTAI BASEMENT

1 P'm4 p*p *( )'(4*@ A 3;$ J+( U5m (* 5'( 56 8 N.13 09.!!! m= 16,071.00 19.!!! m= m= 72 P'm4 p*p *( )'(4*@ A 1;2 I45+4* m'? 6( 8 N.12 1!.!!! m= 16,516.50 m= /.!!! m=

3 P'm4 p*p *( )'(4*@ A 3;$ (* P"AM 6' ( 56 8 N.13 3$.!!! m= 16,071.00 2.!!! m= m= 3

$ P'm4 p*p *( )'(4*@ A 3;$ (* ( 56 6' 5'( 56 8 N.13 20.!!! m= 16,071.00 m= 1$.!!! m=

0 P'm)5 G( T6 6p4*54 37,0 m3 *@*5 1.!!! *5 97,550,000.00 *5 *5

/ P'm4 pmp # (m@ pmp *@*5 1.!!! *5 6,500,000.00 *5 *5

7 P'm4 K( 5m5*< <5(+ * ( 56 (* P"AM 8 2.!!! )@ 135,000.00 )@ )@

P'm4 K( KM; C N. 2.!!! )@ 35,708.75 )@ )@

9 P'm4 4@5'++ N.2 1.!!! )@ 895,004.00 )@ )@

1! P'm4 K( 4@5'++ N.9 1.!!! )@ 83,008.75 )@ )@

JUMLAH I/

/ PEKERJAAN INSTALASI AIR BERSIH LANTAI 1

1 P'm4 p*p *( )'(4*@ A 3;$ J+( U5m (* 5'( 56 8 N.13 3.!!! m= 16,071.00 m= m= 3

2 P'm4 p*p *( )'(4*@ A 1;2 I45+4* m'? 6( 8 N.12 10.!!! m= 16,516.50 m= 0.!!! m= 1

3 P'm4 K( KM; C N. 3.!!! )@ 35,708.75 )@ )@

$ P'm4 4@5'++ N.2 2.!!! )@ 895,004.00 )@ )@

0 P'm4 K( 4@5'++ N.9 2.!!! )@ 83,008.75 )@ )@

JUMLAH /



JUMLAH /

/I PEKERJAAN INSTALASI AIR BERSIH LANTAI 2

1 P'm4 p*p *( )'(4*@ A 3;$ J+( U5m (* 5'( 56 8 N.13 10.!!! m= 16,071.00 79.!! m= m= 9

2 P'm4 p*p *( )'(4*@ A 1;2 I45+4* m'? 6( 8 N.12 .!!! m= 16,516.50 .!!! m= m= 1

3 M'm)5 L) 56 <+4'5 +( (* <(* 8 .!!! 5*5*6 250,000.00 2.!!! 5*5*6 5*5*6 1

$ P'm4 K( KM; C N. 1!.!!! )@ 35,708.75 /.!!! )@ )@ 1

0 P'm4 4@5'++ N.2 2.!!! )@ 895,004.00 )@ )@

/ P'm4 K( 4@5'++ N.9 2.!!! )@ 83,008.75 )@ )@

7 P' 5'( 56 6p4*5(4 11!! +*5'( 2.!!! )@ 5,300,000.00 )@ )@

JUMLAH /I

/II PEKERJAAN INSTALASI AIR HUJAN LANTAI BASEMENT

1 P'm4 4+( U 3!.3!.12! 3!.!!! )@ 375,000.00 31.!!! )@ )@ /

2 P4 55p 4+( $!.1!! 3/.!!! )@ 275,000.00 )@ 3/ )@

3 P4 55p 4+( ' (*++ )'4* 7.0!! 175,000.00 2

$ P4 P*p PVC A $ *( @? (* 5+ (6 )'+6 8 N.10 20.!!! m= 59,070.00 m= 9 m= 1

0 P4 )6 65(+ N./ 2.!!! )@ 394,779.00 )@ )@

JUMLAH /II

/III PEKERJAAN INSTALASI AIR HUJAN LANTAI 1

1 P'm4 4+( U 3!.3!.12! *@*5 3.!! )@ 375,000.00 77.!! )@ )@ 112 P4 55p 4+( $!.1!! *@*5 $0.!! )@ 275,000.00 )@ 3.!! )@

3 P4 55p 4+( ' (*++ )'4* *@*5 1.!! 175,000.00 7.!! 2

$ P4 )6 65(+ N./ .!! )@ 394,779.00 )@ )@

JUMLAH /III

I6 PEKERJAAN INSTALASI AIR HUJAN LANTAI 2

1 P4 P*p PVC A $ *( @? (* p+5 5p 8 N.10 220.!! m= 59,070.00 31.!! m= m= 2

JUMLAH I6

JUMLAH E

F PEKERJAAN ELEKTRIKAL

I PEKERJAAN PEMASANGAN PANEL

1 P'm4 )6 p'+ +5* )4'm'5 *@*5 1.000 )@ 170,!!!.!! )@ )@

2 P'm4 )6 p'+ +5* 1 *@*5 1.000 )@ 170,!!!.!! )@ )@

3 P'm4 )6 p'+ +5* 2 *@*5 1.000 )@ 170,!!!.!! )@ )@

$ P'm4 p'+ pmp *@*5 1.000 )@ 170,!!!.!! )@ )@

JUMLAH I

m2 m2 m2

m2 m2 m2

III PEKERJAAN INSTALASI LISTRIK LANTAI 1

1 P'm4 6)'+ '''( +5* 1 *)64 p*p p< 8 *@*5 15.000 m= 45,000.00 m= m= 12 P'm4 *45+4* 5*5*6 +mp *@*5 125.000 5*5*6 185,000.00 5*5*6 5*5*6 12

3 P'm4 *45+4* 5*5*6 45p 656 *@*5 51.000 5*5*6 165,000.00 5*5*6 5*5*6 0

$ P'm4 *45+4* 5*5*6 46+( *@*5 57.000 5*5*6 165,000.00 5*5*6 5*5*6 0

0 P'm4 45p 656 *@*5 51.000 )@ 25,000.00 )@ )@ 0

/ P'm4 46+( 5+ *@*5 56.000 )@ 17,000.00 )@ )@ 0

7 P'm4 46+( *@*5 2.000 )@ 17,000.00 )@ )@

P4 +mp SL 23 55 p@*+*p4 8 *@*5 122.000 )@ 86,000.00 )@ )@ 12

9 P4 +mp SL 55 p@*+*p4 8 *@*5 3.000 )@ 65,000.00 )@ )@

JUMLAH III

I/ PEKERJAAN INSTALASI LISTRIK LANTAI 2

1 P'm4 6)'+ '''( +5* 2 *)64 p*p p< 8 *@*5 25.000 m= 45,000.00 m= m= 2

2 P'm4 *45+4* 5*5*6 +mp *@*5 68.000 5*5*6 185,000.00 5*5*6 5*5*6 /

3 P'm4 *45+4* 5*5*6 45p 656 *@*5 19.000 5*5*6 165,000.00 5*5*6 5*5*6 1

$ P'm4 *45+4* 5*5*6 46+( *@*5 25.000 5*5*6 165,000.00 5*5*6 5*5*6 2

0 P'm4 45p 656 *@*5 19.000 )@ 25,000.00 )@ )@ 1



/ P'm4 46+( 5+ *@*5 20.000 )@ 17,000.00 )@ )@ 2

7 P'm4 46+( *@*5 5.000 )@ 17,000.00 )@ )@

P4 +mp SL 23 55 p@*+*p4 8 # 4( *@*5 27.000 )@ 250,000.00 )@ )@ 2

9 P4 +mp SL 23 55 p@*+*p4 8 *@*5 29.000 )@ 86,000.00 )@ )@ 2

1! P4 +mp SL 55 p@*+*p4 8 *@*5 6.000 )@ 65,000.00 )@ )@

11 P4 5m'5*< <5(+ ?'5 pmp *@*5 2.000 )@ 250,000.00 )@ )@

JUMLAH I/

/ PEKERJAAN INSTALASI LISTRIK HALAMAN

1 P'm4 *45+4* 5*5*6 +mp *@*5 2.000 5*5*6 185,000.00 5*5*6 5*5*6

2 P'm4 *45+4* 5*5*6 46+( *@*5 2.000 5*5*6 165,000.00 5*5*6 5*5*6

3 P'm4 45p 656 *@*5 2.000 )@ 165,000.00 )@ )@

$ P'm4 46+( 5m5*< *@*5 2.000 )@ 375,000.00 )@ )@

0 P4 5* +mp PJU *@*5 2.000 )@ 2,500,000.00 )@ )@

/ P4 +mp m'(6(> *@*5 2.000 )@ 950,000.00 )@ )@

JUMLAH /

/I PEKERJAAN INSTALASI PENANGKAL PETIR

1 Sp*5' *@*5 4.000 5*5*6 750,000.00 5*5*6 5*5*6

2 K)'+ BC 0!mm *@*5 85.000 m= 50,000.00 m= m=

3 G( R *@*5 2.000 5*5*6 1,500,000.00 5*5*6 5*5*6

JUMLAH /I

/II PEKERJAAN PERTANAHAN

1 G( R *@*5 2.000 556 1,500,000.00 556 556

2 K)'+ BC 0!mm *@*5 100.000 m= 50,000.00 m= m= 1!

JUMLAH /II

JUMLAH F

G PEKERJAAN TAMBAH1 P'!a$aga K9H M'"'r *@*5 1.!! )@ ,!!!,!!!.!!

2 P'!a$aga PDAM *@*5 1.!! )@ 0,!!!,!!!.!!

3 P':. Ra)a" B'"; *@*5 12./ m2

JUMLAH F

JUMLAH ABDEFG

13 14

TOTAL HARGAKURANG

TOTAL HARGATAMBAH KURANG R!"



659,340.00

293,040.00

710,622.00

915,750.00

1,089,742.50

350,000.00

825,000.00

650,000.00

1,500,000.00

0.00 6,993,494.50

2,058,903.00

1,334,025.00

354,469.50 952,875.00552,667.50

637,452.20 65,162,735.00

365,079.00

235,408.80

306,985.80

34,292,500.00 973,197.50

365,079.00 19,377,776.0035,649,500.70 91,319,652.60

4,509,388.40 35,071,130.16

663,393.72

4,177,565.48

11,103,305.40

27 843 502 50

5,190,169.60

763,117.665,636,215.20

215,141.52 1,434,276.80

780,318.00 5,212,524.24

70,452.69 1,078,357.50

339,083.53 10,187,003.67

1,735,637.21

54,310,132.803,035,935.82

304,645.00

3,883,364.61 112,080,119.28

3 997 617 91



3,997,617.91

7,339,743.84306,036.52 2,887,137.00

1,074,014.96 1,539,806.40

4,426,301.81 7,121,604.60

6,139,978.02

4,034,979.08

1,084,216.40 22,447,261.38

698,664.01 17,407,643.73

7,589,233.71 72,915,771.95

7,450,000.00

3,412,480.50

2,109,140.00

928,074.66

312,325.20

113,784.00

177,573.00

474,210.00

1,225,000.00

0.00 16,202,587.36

1,781,978.41

1,874,064.19

976,425.18 738,121.73

664,411.28 2,048,858.96

432,261.70

1,060,648.88

4,575,549.52 5,001,220.80

4,052,455.69

18,834,434.56

8,502,560.00

0.00 31,389,450.26

56 207 036 94 407 767 699 51



1,943,116.0710,278,002.24

21,629,795.00

0.00 33,850,913.31

17,333,415.00

4,486,165.20 8,748,022.14

11,137,420.80

1,792,846.00

9,265,410.00

1,449,312.48

9,658,129.22



3,040,666.82 480,482.73

19,444,124.70 3,097,294.20

2,677,441.86 808,768.13

5,699,958.11 898,870.89

2,445,441.94

7,531,454.70

4,609,379.23

1,936,273.68

9,900,752.40

6,204,869.06

157,770.45 4,180,916.87

13,884,878.70

19,458,122.37

2,409,585.02 2,237,471.81

6,882,876.00

3,027,308.96 11,370,680.75

40,943,021.11 155+*1*+0.0

2,403,831.68

90,688,911.6411,363,493.51

16,015,116.15

1,063,457.30

128,919,649.25

102,865,297.15

1,375,000.00

78,715,361.61

0.00 433,410,118.28



473,528.00



632,280.00

17,944,600.0012,250,000.00

7,450,000.00 74,246,771.31

21,240,894.10

22,832,617.50

2,683,234.95

14,573,784.06

0.00 61,330,530.61

3,520,638.00

1,227,987.00

432,000.00

0.00 5,180,625.00



59,886,263.80 208,180,227.75

161,939,389.92

65,213,741.09

9,453,450.00

12,000,000.00

7,500,000.00

19,707,270.00111,912,293.63

29,918,295.00

69,339,713.80 616,371,217.39

137,889,037.31

349,175.75 636,732.25

4,400,528.00

12,672,924.00

5,190,504.00

349,175.75 160,789,725.56

24,813,472.61

34,746,220.85

830,035.80

8,847,520.000.00 69,237,249.26

79,274,918.15 1,223,496,905.81

144,870.00

5,500,000.00

1,680,294.00

3,500,000.00



1,253,538.00

99,099.00 66,066.00

578,556.00

224,994.00 176,781.00

97,550,000.00

6,500,000.00

270,000.00

71,417.50

895,004.00

83,008.75

324,093.00 107,444,371.25

610,698.00

82,582.50 165,165.00

107,126.25

1,790,008.00

166,017.50

82,582.50 2,839,014.75



1,523,530.80

264,264.00

2,500,000.00

571,340.00

1,790,008.00

166,017.50

10,600,000.00

0.00 17,415,160.30

22,875,000.00

9,900,000.00

350,000.00 962,500.00

531,630.00 945,120.00

789,558.00

10,781,630.00 25,572,178.00

43,125,000.00825,000.00 11,550,000.00

4,375,000.00

3,158,232.00

825,000.00 62,208,232.00

15,121,920.00

0.00 15,121,920.00

13,063,489.25 487,924,883.03

175,000.00

175,000.00

175,000.00

175,000.00

0.00 700,000.00

675,000.0023,125,000.00

8,415,000.00

9,405,000.00

1,275,000.00

952,000.00

34,000.00

10,492,000.00

195,000.00

0.00 54,568,000.00

1,125,000.00

12,580,000.00

3,135,000.00

4,125,000.00

475,000.00

340,000.00



85,000.006,750,000.00

2,494,000.00

390,000.00

500,000.00

0.00 31,999,000.00

370,000.00

330,000.00330,000.00

750,000.00

5,000,000.00

1,900,000.00

0.00 8,680,000.00

3,000,000.00

4,250,000.003,000,000.00

0.00 10,250,000.00

3,000,000.00

5,000,000.00

0.00 8,000,000.00

0.00 122+-0+000.00

8,000,000.00

5,000,000.00

6,660,170.000.00 19,$$0,1%0.00

4+04+505.1 *+4-0+-+12*.0

LAMPIRAN BERITA ACARA PEMERIKSAAN BERSAMA

KEGIATAN : PEMBANGUNAN PASAR BANDONGAN TAAP II

LOKASI : KECAMATAN BANDONGAN ! KABUPATEN MAGELANG

TAUN : 2014

NO URAIAN PEKER"AAN ANALISA #OLUME KONTRAK #OLUME TAMBA

1 2 3 4 5 6

A PEKER"AAN PERSIAPAN

1 Pengukuran dan Pemasangan Bouwplank

#OLUME

PELAKSANAAN



Bangunan km / wc lana! "asmen #.1 18.00 m$ 18.00 m$ m$

Bangunan km / wc lana! 1 #.1 8.00 m$ 8.00 m$ m$

Bangunan km / wc lana! 2 #.1 19.40 m$ 19.40 m$ m$

Pagar depan #.1 25.00 m$ 25.00 m$ m$

Bangunan %uko "elakang #.1 29.75 m$ 29.75 m$ m$

2 Papan nama pro&ek ' 1.00 ls 1.00 ls ls

3 Pem"uaan Barak (er)a /sewa ' 1.00 ls 1.00 ls ls

4 Pengadaan l!sr!k dan a!r ker)a ' 1.00 ls 1.00 ls ls

5 #dm!n!sras! dan dokumenas! ' 1.00 ls 1.00 ls ls

B LANTAI BASEMENT EL#.!1,97 $

I PEKER"AAN TANA

1 *al!an ana+

*al!an ana+ rencana urap B.1 34.08 m 34.08 m 25.34 m

*al!an ana+ rencana pondas! km/wc B.1 21.37 m 21.37 m 17.13 m

*al!an ana+ rencana saluran - 30 B.1 37.73 m 37.73 m m

*al!an ana+ unuk ramp kelana! 1 dan ooplae B.1 15.95 m 15.95 m m

2 -rugan ana+

-rugan ana+ pen!ngg!an mendaangkan dar! luar B.5 765.92 m 765.92 m m

-rugan ana+ kem"al! B.4 14.43 m 14.43 m m

3 -rugan pas!r

-rugan pas!r "awa+ pondas! km / wc B.7 1.48 m 1.48 m m

-rugan pas!r "awa+ lana! ker)a B.7 1.93 m 1.93 m m

4 -rugan s!ru B.9 298.23 m 298.23 m m

5 Pemadaan ana+ per 20 cm B.6 780.35 m 780.35 m m

C LANTAI 1 EL# %0,00

1 Pasang pondas! "au "ela+ unuk urap .1 93.04 m 93.04 m m

s!s! kanan, k!r! dan s!s! depan 1 pc 8 pp

2 Pasang "au kosong unuk pondas! "angunan km/ wc .2 2.96 m 2.96 m m

3 Pasang Pondas! "au "ela+ unuk "angunan km/ wc 1 pc 8 pp .1 7.77 m 7.77 m 2.05 m

4 Pasang Pondas! "au "ela+ unuk angga "elakang 1 pc 8pp .1 25.88 m 25.88 m 0.22 m

5 %a"a "eon 1pc 3pp 5kr "awa+ lana! keram!k km / wc .21 0.96 m 0.96 m 52.05 m



#II PEKER"AAN PENGECATAN

1 Pengecaan @er!or dengan ca em"ok mow!le .2 56.10 56.10 67.002 Pengecaan Ener!or dengan ca em"ok ca!la .1 648.81 648.81 168.07

3 (ompon ak !+! 361.37 361.37 121.73

C LANTAI 1 EL#.' 0,00 $

I PEKER"AAN TANA

1 *al!an ana+

*al!an ana+ rencana pondas! ruko "elakang B.1 62.59 62.59

*al!an ana+ rencana )alan masuk B.1 20.00 20.00

*al!an ana+ rencana peraaan +alaman B.1 38.25 38.252 -rugan ana+

-rugan ana+ pen!ngg!an mendaangkan dar! luar B.5 120.38 120.38

-rugan ana+ kem"al! pondas! ruko B.4 13.01 13.01

3 -rugan pas!r

-rugan pas!r "awa+ pondas! ruko B.7 2.17 2.17

-rugan pas!r "awa+ lana! ker)a B.7 72.18 72.18

4 -rugan s!ru B.9 44.00 44.00 96.00

5 Pemadaan ana+ per 20 cm B.6 120.38 120.38

II PEKER"AAN PONDASI DAN LANTAI KER"A

m² m² m²m² m² m²

m² m² m²

m3 m3 m3

m3 m3 m3

m3

m3

m3

m3 m3 m3

m3 m3 m3

m3 m3 m3

m3 m3 m3

m3 m3 m3

m3 m3 m3



II PEKER"AAN PONDASI DAN LANTAI KER"A

1 Pasang "au kosong unuk pondas! "angunan ruko .2 8.67 8.67

2 Pasang Pondas! "au "ela+ unuk "angunan ruko 1 pc 8 pp .1 23.84 23.84 0.32

3 %a"a "eon 1 pc 3 pp 5 ;pl "awa+ lana! keram!k ruko .21 41.18 41.18

III PEKER"AAN BETON

1 (olom Beon Berulang !pe prak!s -(. 11 11 cm .19 257.40 m$ 257.40 m$ 27.60 m$

2 ;loo Beon Berulang !pe prak!s -(. 12 20 cm .15 3.54 3.54 m3

3 em"ua 1 m r!ng "alok "eon "erulang 10 15 cm .20 110.95 m$ 110.95 m$ 42.65 m$

F

4 Balok Beon Berulang !pe B<.1 20 50 cm

Beon muu 24,0 Pa ( 275, slump 12 : 2 cm, w/c 0,53 .5 2.50 2.50

Bek!s!ng 1 Paka! .12 35.00 35.00

Bes! Polos .7 120.96 kg 120.96 kg kg

Bes! -l!r .8 806.07 kg 806.07 kg kg

5 Balok Beon Berulang !pe 15 25 cm


Bek!s!ng 1 Paka! .12 85.15 85.15

Bes! Polos .7 290.96 kg 290.96 kg kg

Bes! -l!r .8 550.74 kg 550.74 kg kg

6 Pla lana! Beon Berulang e"al 12 cm

Beon muu 24,0 Pa ( 275, slump 12 : 2 cm, w/c 0,53 .5 1.08 1.08 2.33

Bek!s!ng 1 Paka! .13 9.00 9.00 19.45

Bes! Polos .7 124.78 kg 124.78 kg 259.92 kg

7 angga Beon Berulang angga depan

Beon muu 24,0 Pa ( 275, slump 12 : 2 cm, w/c 0,53 .5 2.48 2.48 0.22Bek!s!ng 1 Paka! .13 17.54 17.54 19.86

Bes! Polos .7 388.41 kg 388.41 kg 129.45 kg

8 %am Beon Berulang ram na!k lana! 2


Bek!s!ng 1 Paka! .13 17.78 17.78 34.67

Bes! Polos .7 1,541.68 kg 1,541.68 kg 82.30 kg

m3 m3 m3

m3 m3 m3

m3 m3 m3

m3

m3

m3 m3 m3

m2 m2 m2

m3 m3 m3

m2 m2 m2

m3 m3 m3

m2 m2 m2

m3

m3

m3

m2 m2 m2

m3 m3 m3

m2 m2 m2





# PEKER"AAN KERANGKA ATAP

1 Pemasangan (erangka Ba)a E=200.200.8.12 mm @.1 12,465.31 kg 12,465.31 kg kg

200.100.5,5.8 mm @.2 3,317.78 kg 3,317.78 kg 2,397.19 kg

2 Pemasangan kerangka "a)a kanal

200,75,20,3,2 @.3 3,328.53 kg 3,328.53 kg 448.20 kg

3 ;agrod dengan "a)a ulangan A 12 mm d!+! 995.10 kg 995.10 kg kg

4 Pengelasan d!+! 1.00 ls 1.00 ls ls

5 Pen&empurnaan acesor!es kuda ' kuda "a+an suda+ ada d!+! 1.00 ls 1.00 ls ls

6 Pla "u+ul e"al 8 mm d!+! 1,194.38 kg 1,194.38 kg kg

7 Pemasangan usuk dan reng "a)a r!ngan d!+! 1,047.50 1,047.50 174.40

8 Pla s!mpul e"al 10 mm d!+! 95.68 kg 95.68 kg 1,717.55 kg

#I PEKER"AAN PENUTUP ATAP

1 Pemasangan aap ondul!n "!umen selulosa G.1 1,291.00 1,291.00 123.20

2 pemasangan aap !"er glass unuk penca+a&aan G.3 24.00 24.00

3 pemasangan l!splank *% "oard E,3 176.00 m$ 176.00 m$ m$

4 Pemasangan "u"ungan aap ondul!n G.2 114.27 m$ 114.27 m$ 48.62 m$

5 Pemasangan alang )ura! G.4 16.00 m$ 16.00 m$ m$

#II PEKER"AAN PENGECATAN

m2 m2 m2

m2 m2 m2

m2 m2 m2



1 Pengecaan d!nd!ng luar dengan ca em"ok mow!le .2 753.75 753.75

2 Pengecaan d!nd!ng dalam dengan ca em"ok ca!la .1 1,507.00 1,507.00

3 Pengecaan plaond dengan ca em"ok ca!la .1 36.00 36.00

4 (ompon ak d!+! 502.70 502.70

E PEKER"AAN MEKANIKAL

I PEKER"AAN INSTALASI AIR KOTOR LANTAI BASEMENT

1 Pemasangan loor dra!n J.3 2.00 "+ 2.00 "+ "+

2 Pemasangan ur!no!r ' 2.00 se 2.00 se se

3 Pemasangan p!pa PK a!r koor 3 ? Ensalas! dar! loor dra!n J.14 15.00 m$ 15.00 m$ 25.00 m$

4 Pem"uaan ;ep!ckank ' 1.00 un! 1.00 un! un!

II PEKER"AAN INSTALASI AIR KOTOR LANTAI 1

1 Pemasangan close )ongkok LL J.1 3.00 "+ 3.00 "+ "+

2 Pemasangan loor dra!n J.3 3.00 "+ 3.00 "+ "+

3 Pemasangan p!pa PK a!r koor 4 ? Ensalas! dar! close J.15 15.00 m$ 15.00 m$ 28.00 m$


5 Pemasangan EP#< dan "angunan pendukung 1.00 un! 1.00 un! un!

6 Pem"uaan ;ep!ckank 1.00 un! 1.00 un! un!

III PEKER"AAN INSTALASI AIR KOTOR LANTAI 2

1 Pemasangan close )ongkok LL J.1 3.00 "+ 3.00 "+ "+

2 Pemasangan loor dra!n J.3 5.00 "+ 5.00 "+ 1.00 "+

3 Pemasangan p!pa PK a!r koor 4 ? Ensalas! dar! close J.15 25.00 m$ 25.00 m$ 10.00 m$


5 Pemasangan p!pa PK a!r koor 3 ? Ensalas! dar! empa wudluJ.14 25.00 m$ 25.00 m$ m$

6 Pemasangan p!pa PK a!r koor 3 ? Ensalas! dar! los dag!ng J.14 25.00 m$ 25.00 m$ 37.00 m$

I# PEKER"AAN INSTALASI AIR BERSI LANTAI BASEMENT

1 Pemasangan p!pa a!r "ers!+ #= 3/4 ? Galur -ama dar! waer ank J.13 59.00 m$ 59.00 m$ 19.00 m$

2 Pemasangan p!pa a!r "ers!+ #= 1/2 ? Ensalas! menu)u kran J.12 10.00 m$ 10.00 m$ m$

3 Pemasangan p!pa a!r "ers!+ #= 3/4 ? dar! P# ke ground ank J.13 34.00 m$ 34.00 m$ 2.00 m$

4 Pemasangan p!pa a!r "ers!+ #= 3/4 ? dar! ground ank ke waer ank J.13 25.00 m$ 25.00 m$ m$

m2 m2 m2

m2 m2 m2

m2 m2 m2

m2 m2 m2

5 Pem"uaan *round ank kapas!as 37,5 m3 d!+! 1.00 un! 1.00 un! un!

6 Pemasangan pompa C ruma+ pompa d!+! 1.00 un! 1.00 un! un!

7 Pemasangan (ran auoma!c conrol d! groun ank dar! P# 2.00 "+ 2.00 "+ "+8 Pemasangan (ran (/ = J.8 2.00 "+ 2.00 "+ "+

9 Pemasangan =as+aell J.2 1.00 "+ 1.00 "+ "+

10 Pemasangan (ran was+aell J.9 1.00 "+ 1.00 "+ "+

# PEKER"AAN INSTALASI AIR BERSI LANTAI 1

1 Pemasangan p!pa a!r "ers!+ #= 3/4 ? Galur -ama dar! waer ank J.13 38.00 m$ 38.00 m$ m$

2 Pemasangan p!pa a!r "ers!+ #= 1/2 ? Ensalas! menu)u kran J.12 15.00 m$ 15.00 m$ m$

3 Pemasangan (ran (/ = J.8 3.00 "+ 3.00 "+ "+


5 Pemasangan (ran =as+aell J.9 2.00 "+ 2.00 "+ "+

#I PEKER"AAN INSTALASI AIR BERSI LANTAI 2

1 Pemasangan p!pa a!r "ers!+ #= 3/4 ? Galur -ama dar! waer ank J.13 15.00 m$ 15.00 m$ 79.80 m$

2 Pemasangan p!pa a!r "ers!+ #= 1/2 ? Ensalas! menu)u kran J.12 8.00 m$ 8.00 m$ 8.00 m$

3 em"ua <u"ang unuk close dan loor dara!n cor!ng 8.00 !!k 8.00 !!k 2.00 !!k

4 Pemasangan (ran (/ = J.8 10.00 "+ 10.00 "+ 6.00 "+


6 Pemasangan (ran =as+aell J.9 2.00 "+ 2.00 "+ "+

7 Pengadaan =aer ank kapas!ras 1100 l!er 2.00 "+ 2.00 "+ "+

#II PEKER"AAN INSTALASIAIR U"AN LANTAI BASEMENT



#II PEKER"AAN INSTALASI AIR U"AN LANTAI BASEMENT

1 Pemasangan saluran - 30.30.120 30.00 "+ 30.00 "+ 31.00 "+

2 Pasang uup saluran 40.100 36.00 "+ 36.00 "+ "+

3 Pasang uup saluran dengan gr!ll "es! 7.50 7.50

4 Pasang P!pa PK #= 4 ? a!r +u)an dar! alang ruko "elakang J.15 25.00 m$ 25.00 m$ m$

5 Pasang "ak konrol J.6 2.00 "+ 2.00 "+ "+

#III PEKER"AAN INSTALASI AIR U"AN LANTAI 1

1 Pemasangan saluran - 30.30.120 d!+! 38.00 "+ 38.00 "+ 77.00 "+2 Pasang uup saluran 40.100 d!+! 45.00 "+ 45.00 "+ "+

3 Pasang uup saluran dengan gr!ll "es! d!+! 18.00 18.00 7.00

4 Pasang "ak konrol J.6 8.00 "+ 8.00 "+ "+

I( PEKER"AAN INSTALASI AIR U"AN LANTAI 2

1 Pasang P!pa PK #= 4 ? a!r +u)an dar! pla aap J.15 225.00 m$ 225.00 m$ 31.00 m$

& PEKER"AAN ELEKTRIKAL

I PEKER"AAN PEMASANGAN PANEL

1 Pemasangan "ok panel lana! "asemen d!+! 1.00 "+ 1.00 "+ "+

2 Pemasangan "ok panel lana! 1 d!+! 1.00 "+ 1.00 "+ "+

3 Pemasangan "ok panel lana! 2 d!+! 1.00 "+ 1.00 "+ "+

4 Pemasangan panel pompa d!+! 1.00 "+ 1.00 "+ "+

II PEKER"AAN INSTALASI LISTRIK LANTAI BASEMENT

1 Pemasangan ka"el eeder lana! "asemen d!"ungkus p!pa pIc d!+! 25.00 m$ 25.00 m$ m$

2 Pemasangan !nsalas! !!k lampu d!+! 22.00 !!k 22.00 !!k !!k

3 Pemasangan !nsalas! !!k sop konak d!+! 4.00 !!k 4.00 !!k !!k

4 Pemasangan !nsalas! !!k sklar d!+! 6.00 !!k 6.00 !!k !!k

5 Pemasangan sop konak d!+! 4.00 "+ 4.00 "+ "+

6 Pemasangan sklar unggal d!+! 5.00 "+ 5.00 "+ "+

7 Pemasangan sklar ganda d!+! 4.00 "+ 4.00 "+ "+

8 Pasang lampu ;< 23 =a P+!l!ps d!+! 10.00 "+ 10.00 "+ "+

9 Pasang lampu ;< 8 =a P+!l!ps d!+! 11.00 "+ 11.00 "+ "+

m2 m2 m2

m2 m2 m2

III PEKER"AAN INSTALASI LISTRIK LANTAI 1

1 Pemasangan ka"el eeder lana! 1 d!"ungkus p!pa pIc d!+! 15.00 m$ 15.00 m$ m$2 Pemasangan !nsalas! !!k lampu d!+! 125.00 !!k 125.00 !!k !!k






8 Pasang lampu ;< 23 =a p+!l!ps d!+! 122.00 "+ 122.00 "+ "+


I# PEKER"AAN INSTALASI LISTRIK LANTAI 2

1 Pemasangan ka"el eeder lana! 2 d!"ungkus p!pa pIc d!+! 25.00 m$ 25.00 m$ m$







8 Pasang lampu ;< 23 =a p+!l!ps C sarang d!+! 27.00 "+ 27.00 "+ "+





11 Pasang auome!c conrol )e pump d!+! 2.00 "+ 2.00 "+ "+

# PEKER"AAN INSTALASI LISTRIK ALAMAN




4 Pemasangan sklar auoma!c d!+! 2.00 "+ 2.00 "+ "+

5 Pasang !ang lampu PG- d!+! 2.00 "+ 2.00 "+ "+6 Pasang lampu merkur& d!+! 2.00 "+ 2.00 "+ "+

#I PEKER"AAN INSTALASI PENANGKAL PETIR

1 ;p!Hen d!+! 4.00 !!k 4.00 !!k !!k

2 (a"el B 50mm d!+! 86.00 m$ 86.00 m$ m$

3 *round %oad d!+! 2.00 !!k 2.00 !!k !!k

#II PEKER"AAN PERTANAAN

1 *round %oad d!+! 2.00 k 2.00 k k2 (a"el B 50mm d!+! 100.00 m$ 100.00 m$ m$

G PEKERJAAN TAMBAH

1 P'm4 KH M'5'( d!+! ' "+ "+ 1.00 "+

2 P'm4 P"AM d!+! ' "+ "+ 1.00 "+

3 P'6. R)5 B'5 d!+! ' m2 m2 12.68 m2

"*4'5?*, M'>'5?*, F M'm)

PETUGAS TEKNIS PT. GRAN" CIPTA CONSULTING PT.SOBO REJ

"PU ES"M K4+5 P'4 K5(65( P'+

TAUFI< AGUNG K+ ST. I KOMANG HER7 PRIHANTO+ ST. ADI ERI7AN SA

NIP. 1,2111, 1-0* 1 010 T'a! L'a='r Si"' Egi''



#OLUME CCO

8 9

m$ 18.00 m$

$ 8 00 $

#OLUMEKURANG



m$ 8.00 m$

m$ 19.40 m$

m$ 25.00 m$

m$ 29.75 m$

ls 1.00 ls

ls 1.00 ls

ls 1.00 ls

ls 1.00 ls

m 25.34

m 17.13

10.23 m 27.50

m 15.95

7.42 m 758.50

m 14.43

m 1.48

m 1.93

290.00 m 8.23

14.43 m 765.92

10.60 82.44

2.96

2.05

0.22

52.05

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3 m3

m3 m3

m3 m3

m3 m3

m3 m3

2.02

kg 815.17 kg

0.71 0.60

20.00

kg 68.75 kg

164.35 kg 500.40 kg

3.36

44.80

kg 63.69 kg

kg 470.40 kg

0.30 2.00

3.00 20.04

5.88 kg 90.00 kg

28.30 kg 850.21 kg

'

2.61208.80

m3 m3

m3 m3

m² m²

m3 m3

m² m²

m3 m3

m² m²

m3

m3

m² m²



kg 253.38 kg

0.58

49.10

228.80

9.54 90.0033.48 48.00

137.98 222.00

191.40

98.20

35.67 m$ 738.50 m$

35.67 888.74

10.00

m$ 15.60 m$

"+ 2.00 "+

"+ 1.00 "+

"+ 9.00 "+

"+ 3.00 "+

"+ 3.00 "+

"+ 3.00 "+

m$ 5.00 m$

12.35

12.48 '

6.31 4.77

4.30 13.26

m$ 13.30 m$

19.50 m$ ' m$

m3 m3

m² m²

m² m²

m² m²m² m²

m² m²

m² m²

m² m²

m² m²

m² m²

m² m²

m² m²

m² m²

m² m²

' 123.10' 816.88

' 483.10

62.59

20.00

38.25

120.38

13.01

2.17

72.18

140.00

120.38

m² m²m² m²

m² m²

m3 m3

m3 m3

m3

m3

m3 m3

m3 m3

m3 m3

m3 m3

m3 m3

m3 m3



8.67

24.16

41.18

m$ 285.00 m$

1.20 2.34

m$ 153.60 m$

2.50

35.00

kg 120.96 kg

kg 806.07 kg

4.24 0.67

73.45 11.70

223.46 kg 67.50 kg

475.72 kg 75.02 kg

3.41

28.45

kg 384.70 kg

'

2.70

37.40

kg 517.86 kg

'

0.22 5.83

52.45

kg 1,623.98 kg

m3 m3

m3 m3

m3 m3

m3 m3

m3 m3

m2 m2

m3 m3

m2 m2

m3 m3

m2 m2

m3 m3

m2 m2

m3 m3

m2 m2

'

3.36 3.12

26.00252.66 kg 949.00 kg

27.68

1,244.21

139.57

219.72

27.68

4,018.78

m$ 3,384.20 m$

"+ 55.00 "+

4,018.78

'

2.36

m$ 15.30 m$

"+ 3.00 "+

"+ 9 00 "+

m3 m3

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2



"+ 9.00 "+

"+ 3.00 "+

"+ 3.00 "+

"+ 3.00 "+

399.36

2.30 m$ 23.20 m$

54.44

m$ 88.30 m$

919.64

'

0.54 5.58

14.21 20.59

'

'

'

'

'

'

5.76

m$ ' m$

190.78

179.00

11.78

m$ 4.60 m$

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m3 m3

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

434.20

4,018.78

288.23

1,314.85

"+ ' "+

"+ ' "+

'

m$ 210.00 m$

0.54 4.14

' 34.54

129.21 kg 853.14 kg

86 95

m2 m2

m2 m2

m2 m2

m2 m2

m² m²

m3 m3

m2 m2

2 2



86.95

847.51

18.68

104.34

1,909.32

6.60 m$ 708.20 m$

1,909.32

'

m$ 152.57 m$

"+ 4.00 "+

"+ 2.00 "+

"+ 2.00 "+

"+ 24.00 "+

"+ 8.00 "+

"+ 8.00 "+

"+ 4.00 "+

39.01

m$ 50.00 m$

147.21

43.47

17.34

94.32

36.00

36.00

m$ 24.00 m$

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

m2 m2

2,784.76 kg 9,680.55 kg

kg 5,714.97 kg

kg 3,776.73 kg

kg ' kg

ls 1.00 ls

ls 1.00 ls

kg 1,194.38 kg

1,221.90

kg 1,813.23 kg

1,414.20

8.50 15.50

m$ 176.00 m$

m$ 162.89 m$

m$ 16.00 m$

753.75

m2 m2

m2 m2

m2 m2

m2 m2



1,507.00

36.00

502.70

"+ 2.00 "+

se 2.00 se

m$ 40.00 m$

un! 1.00 un!

"+ 3.00 "+

"+ 3.00 "+

m$ 43.00 m$

m$ 18.50 m$un! 1.00 un!

un! 1.00 un!

"+ 3.00 "+

"+ 6.00 "+

m$ 35.00 m$

m$ 43.00 m$

25.00 m$ ' m$

m$ 62.00 m$

m$ 78.00 m$

6.00 m$ 4.00 m$

m$ 36.00 m$

14.00 m$ 11.00 m$

m2 m2

m2 m2

m2 m2

un! 1.00 un!

un! 1.00 un!

"+ 2.00 "+

"+ 2.00 "+

"+ 1.00 "+

"+ 1.00 "+

m$ 38.00 m$

5.00 m$ 10.00 m$

"+ 3.00 "+

"+ 2.00 "+

"+ 2.00 "+

m$ 94.80 m$

m$ 16.00 m$

!!k 10.00 !!k

"+ 16.00 "+

"+ 2.00 "+

"+ 2.00 "+

"+ 2.00 "+



"+ 61.00 "+

36.00 "+ ' "+

2.00 5.50

9.00 m$ 16.00 m$

"+ 2.00 "+

"+ 115.00 "+ 3.00 "+ 42.00 "+

25.00

"+ 8.00 "+

m$ 256.00 m$

"+ 1.00 "+

"+ 1.00 "+

"+ 1.00 "+

"+ 1.00 "+

m$ 25.00 m$

!!k 22.00 !!k

!!k 4.00 !!k!!k 6.00 !!k

"+ 4.00 "+

"+ 5.00 "+

"+ 4.00 "+

"+ 10.00 "+

"+ 11.00 "+

m2 m2

m2 m2

m$ 15.00 m$!!k 125.00 !!k

!!k 51.00 !!k

!!k 57.00 !!k

"+ 51.00 "+

"+ 56.00 "+

"+ 2.00 "+

"+ 122.00 "+

"+ 3.00 "+

m$ 25.00 m$

!!k 68.00 !!k

!!k 19.00 !!k

!!k 25.00 !!k

"+ 19.00 "+

"+ 20.00 "+

"+ 5.00 "+

"+ 27.00 "+

"+ 29.00 "+"+ 6.00 "+

"+ 2 00 "+



"+ 2.00 "+

!!k 2.00 !!k

!!k 2.00 !!k

"+ 2.00 "+

"+ 2.00 "+

"+ 2.00 "+"+ 2.00 "+

!!k 4.00 !!k

m$ 86.00 m$

!!k 2.00 !!k

k 2.00 km$ 100.00 m$

"+ 1.00 "+

"+ 1.00 "+

m2 12.68 m2

5,

4

UTRA

r



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