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&

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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

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REKAPITULASIDAFTAR KUANTITAS DAN HARGA

KEGIATAN : PEMBANGUNAN PASAR BANDONGAN TAHAP II

PEKERJAAN : PEMBANGUNAN PASAR BANDONGAN TAHAP II

LOKASI : PASAR BANDONGAN

TAHUN ANGGARAN : 2014

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

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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

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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

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

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JUMLAH TOTAL

Rp. 8

7

,+*+44.50

125+4-+5,-.0

55+0,*+***.*

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JUMLAH TOTAL

Rp. 8

7

50+0,+,40.1

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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

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

m2

m3

m2

m3

m2

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

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JUMLAH TOTAL

Rp. 8

*4+*2+2.0

**+-14+-0.*

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JUMLAH TOTAL

Rp. 8

1*-+211+*4.20

*5+-,+21.*4

4,+54+0*0.41

2-+-4+0-1.40

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

Rp. 8 Rp. 8

1 2 3 $ 0 / 7

K O " E

A N A L I S A

/II PEKERJAAN PENGEATAN

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

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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

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JUMLAH TOTAL

Rp. 8

145+12+404.24

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JUMLAH TOTAL

Rp. 8

,+2*-+24.2,

1+11+-5+50.,1

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

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JUMLAH TOTAL

Rp. 8

+--4+0.25

2*,+50+245.25

,+2,5+25,.25

10-+4*0+-*.25

2+21+5-.25

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JUMLAH TOTAL

Rp. 8

1*+20+-50.00

44+141+152.25

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NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN JUMLAH HARGA

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

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

JUMLAH /II

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JUMLAH TOTAL

Rp. 8

-00+000.00

+,-*+000.00

54+5,+000.00

*1++000.00

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+000+000.00

122+-0+000.00

HARGA SATUAN PEKERJAAN

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HARGA SATUAN PEKERJAAN

KEGIATAN : PEMBANGUNAN PASAR BANDONGAN TAHAP II

PEKERJAAN : PEMBANGUNAN PASAR BANDONGAN TAHAP II

LOKASI : PASAR BANDONGAN

TAHUN ANGGARAN : 2014

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+'

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NO. ITEM PEKERJAAN KO"E ANALISA SAT.

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

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NO. ITEM PEKERJAAN KO"E ANALISA SAT.

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

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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!

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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!

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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

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KEGIATAN : PEMBANGUNAN PASAR BAN"ONGAN TAHAP II

PEKERJAAN : PEMBANGUNAN PASAR BAN"ONGAN TAHAP II

LOKASI : PASAR BAN"ONGAN

TAHUN ANGGARAN : 2!1$

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

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

m3

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

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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

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

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

Rp8

1 2 3 $ 0 /

A T' K'(?

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

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

B HARGA SATUAN PEKERJAAN TANAH

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

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

Rp8

1 2 3 $ 0 /

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

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

Jm+@ H( T' K'(?

B B@

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

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

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 !.!32! /!,!!!.!!

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

B.3 P'm) 1 m3 5@ 4'?@ 3! m'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 !.33!! $!,!!!.!!M( L.!$ OH !.!1!! /!,!!!.!!

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

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

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

Rp8

1 2 3 $ 0 /

A T' K'(?

P'6'(? L.!1 OH !.0!!! $!,!!!.!!M( L.!$ 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#C8

E O'(@' # P(*5

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

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

NU(* K' S5 K'*4*' H( S5

Rp8

1 2 3 $ 0 /

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!!.!!

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

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

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

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

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

Rp8

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!,!!!.!!

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

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

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

Rp8

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,!!!.!!

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

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

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

Jm+@ H( T' K'(?

B B@

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

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

C. HARGA SATUAN PEKERJAAN PON"ASI

C.1 P'm4 1 m3 p4* )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 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!,!!!.!!

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

C.2 P'm4 1 m3 )5 64 45mp*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 !.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*

m3

" HARGA SATUAN PEKERJAAN BETON

1 ) 1 3 + * 6 ? ) $ 1!!8 + 3 /8 ; !

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

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

Rp8

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

Jm+@ H( P'(+5

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

E O'(@' # P(*5

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

".2 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+'

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

Rp8

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

M+' !,30 m3 E.2.) S'-@(* !.20!! 20!,!!!.!!

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

E O'(@' # P(*5

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

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

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 !.270! 0!,!!!.!!

E O'(@' # P(*5

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

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

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

Rp8

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

M+' E.2.) S'-@(* !.20!! 20!,!!!.!!

Jm+@ H( P'(+5

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

E O'(@' # 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

Rp8

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

Jm+@ H( P'(+5

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

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

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

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

H( S5

Rp81 2 3 $ 0 /

A T' K'(?

Jm+@ H( P'(+5

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

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

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

".7 P'm)'4* 1! 6 ' )'4* p+4

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

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

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

E O'(@' # P(*5

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

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

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

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

Rp8

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! P'm4 1 m2 )'6*45* 56 4+

N U * K S 5 K * *H( S5

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

Rp8

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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E O'(@' # P(*5

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".11 P'm4 1 m2 )'6*45* 56 6+m

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

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 !.!10! 1,$!!,!!!.!!

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

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

Jm+@ H( B@

C P'(+5

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

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

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

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

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

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1 2 3 $ 0 /

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

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

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

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

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

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

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

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

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

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

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

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

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

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1 2 3 $ 0 /

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

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

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

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

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1 2 3 $ 0 /

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C P'(+5

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

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

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

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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

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

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

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1 2 3 $ 0 /

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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

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

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

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

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

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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

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

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

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1 2 3 $ 0 /

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

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

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1 2 3 $ 0 /

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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

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G.7 P'm4 1 m2 <*.

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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

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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

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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 !.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!,!!!.!!

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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!,!!!.!!

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1 2 3 $ 0 /

A T' K'(?P'6'(? L.!1 OH !.7!!! $!,!!!.!!

T6 B5 L.!2 OH !.30!! 0!,!!!.!!

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

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

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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!,!!!.!!

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C P'(+5

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

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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@

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P'6'(? L !1 OH ! !9!! $! !!! !!

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*@*5 P4 )5 <* 1 m28

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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.!!

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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 /

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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!!.!!

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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'(?

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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,!!!.!!

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C P'(+5

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*@*5 P'm4 1 m2 R6 5p )? (*

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

Rp81 2 3 $ 0 /

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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

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1 2 3 $ 0 /

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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'(?

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U46 R' )? (* C%S T(45 m2 1.!!!! /0,!!!.!!

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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'(?

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A5p m'(6 +*' 5 +)( !.0!! 113,/!!.!!

6 pD2,! m LD!,90 m 5D3mm

A<<'44(*'4 m( )5 5p +4 1.!!!! 13,177./!

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E O'(@' # P(*5

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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/!.!!

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

T6 K> L.!3 OH !.!7!! 0!,!!!.!!

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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'(?

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S' BJLS 2 +')( 9! <m, m= 1.!0!! $$,!!.!!

K> Km'( Pp m !.!19! 11,$0!,!!!.!!

P6 B*4 K !.!10! 10,!!!.!!

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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

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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,!!!.!!

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1 2 3 $ 0 /

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

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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

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E O'(@' # P(*5

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"*@*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'(?

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$9,0!!.!!

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DAFTAR HARGA MATERIAL

KEGIATAN : PEMBANGUNAN PASAR BAN"ONGAN TAHAP II

PEKERJAAN : PEMBANGUNAN PASAR BAN"ONGAN TAHAP II

LOKASI : PASAR BAN"ONGAN

TAHUN ANGGARAN : 2!1$

NO. U R A I A N SATUAN

1 2 3

I BAHAN DASAR

1 B5 K+*;B5 B'+@ M3 Rp.

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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.

NO. U R A I A N SATUAN

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

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/ 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

NO. U R A I A N SATUAN

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

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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

NO. U R A I A N SATUAN

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

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Rmp5 6< 6< M2 Rp.

HARGA SATUAN

$

90,!!!.!!

11! !!! !!

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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,!!.!!

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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!!.!!

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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!,!!!.!!

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DAFTAR HARGA SATUAN UPAH TENAGA KERJA

KEGIATAN : PEMBANGUNAN PASAR BAN"ONGAN TAHAP II

PEKERJAAN : PEMBANGUNAN PASAR BAN"ONGAN TAHAP II

LOKASI : PASAR BAN"ONGAN

TAHUN ANGGARAN : 2!1$

T'aga 8

NO URAIAN KODE SATUAN

1 2 3 $

1 P'6'(?;P'6'(?;P'? L.!1 OH Rp.

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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

$!,!!!.!!

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/!,!!!.!!

0!,!!!.!!

00,!!!.!!

0!,!!!.!!

00,!!!.!!

0!,!!!.!!

00,!!!.!!

0!,!!!.!!

0!,!!!.!!0!,!!!.!!

0!,!!!.!!

00,!!!.!!

0!,!!!.!!

$0,!!!.!!

HARGA

0

20!,!!!.!!

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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

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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

/II PEKERJAAN PENGEATAN

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

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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

m2 m2 m2

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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

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

2 2 2

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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

p4 @'+ L.0 8.00 )@ 59,191.00 )@ )@

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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

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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

/II PEKERJAAN PENGEATAN

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

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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 /

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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

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

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/ 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!"

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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

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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

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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

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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

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473,528.00

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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

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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

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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

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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

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

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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

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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

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#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

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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

Beon muu 24,0 Pa ( 275, slump 12 : 2 cm, w/c 0,53 .5 4.91 4.91

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

Beon muu 24,0 Pa ( 275, slump 12 : 2 cm, w/c 0,53 .5 6.05 6.05

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

m2 m2 m2

m3 m3 m3

m2 m2 m2

m3 m3 m3

m2 m2 m2

m3

m2 m2 m2

m3 m3 m3

m2 m2 m2

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# 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

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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$

4 Pemasangan p!pa PK a!r koor 3 ? Ensalas! dar! loor dra!n J.14 15.00 m$ 15.00 m$ 3.50 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$

4 Pemasangan p!pa PK a!r koor 3 ? Ensalas! dar! loor dra!n J.14 25.00 m$ 25.00 m$ 18.00 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

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 "+ "+

4 Pemasangan =as+aell J.2 2.00 "+ 2.00 "+ "+

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 "+

5 Pemasangan =as+aell J.2 2.00 "+ 2.00 "+ "+

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

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#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

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

3 Pemasangan !nsalas! !!k sop konak d!+! 51.00 !!k 51.00 !!k !!k

4 Pemasangan !nsalas! !!k sklar d!+! 57.00 !!k 57.00 !!k !!k

5 Pemasangan sop konak d!+! 51.00 "+ 51.00 "+ "+

6 Pemasangan sklar unggal d!+! 56.00 "+ 56.00 "+ "+

7 Pemasangan sklar ganda d!+! 2.00 "+ 2.00 "+ "+

8 Pasang lampu ;< 23 =a p+!l!ps d!+! 122.00 "+ 122.00 "+ "+

9 Pasang lampu ;< 8 =a p+!l!ps d!+! 3.00 "+ 3.00 "+ "+

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$

2 Pemasangan !nsalas! !!k lampu d!+! 68.00 !!k 68.00 !!k !!k

3 Pemasangan !nsalas! !!k sop konak d!+! 19.00 !!k 19.00 !!k !!k

4 Pemasangan !nsalas! !!k sklar d!+! 25.00 !!k 25.00 !!k !!k

5 Pemasangan sop konak d!+! 19.00 "+ 19.00 "+ "+

6 Pemasangan sklar unggal d!+! 20.00 "+ 20.00 "+ "+

7 Pemasangan sklar ganda d!+! 5.00 "+ 5.00 "+ "+

8 Pasang lampu ;< 23 =a p+!l!ps C sarang d!+! 27.00 "+ 27.00 "+ "+

9 Pasang lampu ;< 23 =a p+!l!ps d!+! 29.00 "+ 29.00 "+ "+

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10 Pasang lampu ;< 8 =a p+!l!ps d!+! 6.00 "+ 6.00 "+ "+

11 Pasang auome!c conrol )e pump d!+! 2.00 "+ 2.00 "+ "+

# PEKER"AAN INSTALASI LISTRIK ALAMAN

1 Pemasangan !nsalas! !!k lampu d!+! 2.00 !!k 2.00 !!k !!k

2 Pemasangan !nsalas! !!k sklar d!+! 2.00 !!k 2.00 !!k !!k

3 Pemasangan sop konak d!+! 2.00 "+ 2.00 "+ "+

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''

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#OLUME CCO

8 9

m$ 18.00 m$

$ 8 00 $

#OLUMEKURANG

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m$ 8.00 m$

m$ 19.40 m$

m$ 25.00 m$

m$ 29.75 m$

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

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

m² m²

m3 m3

m² m²

m3 m3

m² m²

m3

m² m²

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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 "+

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 m²m² 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

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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

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

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"+ 9.00 "+

"+ 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

m3 m3

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

m3 m3

m2 m2

2 2

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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 "+

"+ 24.00 "+

"+ 8.00 "+

"+ 4.00 "+

39.01

m$ 50.00 m$

147.21

43.47

17.34

94.32

36.00

m$ 24.00 m$

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

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

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1,507.00

36.00

502.70

"+ 2.00 "+

se 2.00 se

m$ 40.00 m$

un! 1.00 un!

"+ 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

un! 1.00 un!

"+ 2.00 "+

"+ 1.00 "+

m$ 38.00 m$

5.00 m$ 10.00 m$

"+ 3.00 "+

"+ 2.00 "+

m$ 94.80 m$

m$ 16.00 m$

!!k 10.00 !!k

"+ 16.00 "+

"+ 2.00 "+

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"+ 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 "+

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

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 "+

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"+ 2.00 "+

!!k 2.00 !!k

"+ 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 "+

m2 12.68 m2

5,

4

UTRA

r

7/25/2019 RAB Dan MC-O Bandongan11

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