H+- D+'p-=
474.20
*2
11,58.40
5,494,270.88
2. P. C P/3(6
219.77
*2
11,58.40
2,54,"4".1"
48.75
*2
24,574.50
1,198,00.88
184."
*2
10,190.50
1,878,720.58
5. P. C T*3 L*
4.50
*2
7,801.0
"2,774.40
. P. C K' K'-() P+(' L* L-p/( L*
41.81
*2
21,781.50
910,84.52
18".5
*2
5,"58.00
98",99.70
4. P. C Ap S()
7. P. R-+6' R() P/3(6
J23
#$,$","9".0!
PEK. KONSTRUKSI ATAP 1. P. K'6 ? K'6 K' R() S*'/() 5>7 K/-. II
0.29
*"
4,7,100.00
1,"5",459.00
2. P. G36+() K' 5>10 K/-. II <)(+ G36+() L* 10&=
0.18
*"
4,"01,920.00
774,"45.0
184."
*2
"2,29.00
5,954,090.5
4. P. N3>B''()( S() P/
19.1"
*
29,212.00
558,825.5
5. P. L+-p/( K' K/-. II
8.04
*
54,57.00
",712,7"8.8
". P. G(+ D( P-. Ap S() G/3*()
J23 &III
7,29,08.28
PEK. PENGECATAN
". P. C K'
&II
50,5##,5$!.!5
PEKERJAAN LANTAI 1. P. L(+ U* D( (( K*+ "0>"0 *
&I
#0,#!4,4%$.00
PEK. PLAFOND
J23 &
#","$#,90$."!
PEKERJAAN PINTU DAN JENDELA
J23 &I
JML. HARGA
#5,$4$,49.0
PEK. INSTALASI LISTRIK 1. P. I(-/-+ T++ L*p'
12.00
24,2"0.00
",170,70.00
2. P. I(-/-+ T++ S3p K3(
10.00
192,570.00
1,925,700.00
".00
B;
85,000.00
255,000.00
". P. P-. L*p' TL 2 @ 20
NO
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.)
4. P. P-. L*p' SL 18
9.00
B;
",000.00
"24,000.00
5. P-. S/ T'())/
.00
B;
1",000.00
78,000.00
. P-. S/ G(6
".00
B;
14,000.00
42,000.00
7. P-. S3p K3(
10.00
B;
14,500.00
145,000.00
J23 I6
JML. HARGA
4,90,%0.00
PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR 1. P. P(/-+( A;+>P*-+;(
1.00
L-
150,000.00 J23
R+378-
Rp
150,000.00 #40,000.00 90,909,4$0.
%$ REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN ANGGARAN
: REHAB. KANTOR DESA TANETE, KEC. TOPOBULU : TAHUN 2010
NO
J E N I S PE K E R JAAN
I PEK. PERSIAPAN II PEK. TANAH DAN PONDASI III PEK. STRUKTUR BETON I! PEKERJAAN DINDING ! PEKERJAAN PINTU DAN JENDELA !I PEK. PLA#OND !II PEKERJAAN LANTAI !III PEK. PENGECATAN I$ PEK. KONSTRUKSI ATAP $ PEK. INSTALASI LISTRIK $I PEK. SANITASI DAN INSTALASI $II PEK. SARANA IN#RASTRUKTUR DAN PEN%ELESAIAN AKHIR REAL COST TOTAL PPN 10& TOTAL COST DIBULATKAN
TOTAL HARGA (Rp.) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
2,515,000.00 25,5.15 1,410,7"."1 7,99",024."2 7,925,24.79 15,54",488.92 1,025,901."" 4,"58,424.58 29,90,41.79 4,08",50.00 740,809."0 150,000.00 90,909,%0%." 9,090,9%0.%4 #00,000,4%".#5 #00,000,000.00
TERBILANG * S+- '- p,1
S'())'*+(-, K3(-'/( P((, C&. MALLOMO ENGINEERING
D+-''+ : PEJABAT PEMBUAT KOMITMEN
SJAMSIR, ST D+'
H'. RIKE SUSANTI, ST N+p. 19807"1 19980" 2 002
D+-''+ KEPALA BIDANG CIPTA KARYA KABUPATEN GOWA
I. H. MAHMUDDIN, M.S N+p. 1980"0" 19940" 1 01"
Ap+/ 2010
RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN
: REHAB. KANTOR DESA TANETE, KEC. TOPOBULU
ANGGARAN
: TAHUN 2010
NO I
II
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.)
PEK. PERSIAPAN 1. P. P()''( 6( P-. B3p/(
1.00
L-
150,000.00
150,000.00
2. P. P(6+( P"K, L+-+ D( A+ K
1.00
L-
500,000.00
500,000.00
". P. Pp( N* P3
1.00
L-
"50,000.00
"50,000.00
4. P. P*3()( Ap L*, D+(6+() Dp( D( K'p- P/-(
1.00
L-
1,515,000.00
1,515,000.00
J23
5,4#4,000.00
PEK. TANAH DAN PONDASI 1. P. P3(6-+ T--*
1.8
*2
152,77.88 J23
III
JML. HARGA
25,5.15 54%,%%4.#4
PEK. STRUKTUR BETON 1. P. K3/3* .
Tp K3/3* 20>20
0.84
*"
5,172,800.51
4,"45,152.4"
.
Tp K3/3* P+- Kp 12>15
0.24
*"
5,117,952.87
1,228,"08.9
2. P. R+()/ D( K'6 ? K'6 B3( .
R+()/ P+- 12>15
0.99
*"
5,441,1".74
5,"87,197.0
.
R+()/ > B/ G('() 15>25
0.2"
*"
5,179,85.48
1,191,"27.
.
R+()/ > B/ G('() 20>25
0.0
*"
4,558,49.80
2,7"5,098.08
6.
R+()/ K'6 ? K'6 B3( 12>15
0.28
*"
5,441,1".74
1,52",51.85
J23 I&
PEKERJAAN DINDING 1. P-. P-()( B' 1>2 B <1:5=
"".21
*2
72,422.50
2,405,151.2"
2. P. P/-( B+-< 1 : 5 =
97.71
*2
22,94".00
2,241,70.5"
". P. P/-( B3( < 1 : " =
1.80
*2
25,404.50
42,795.0
208.4
*2
1",992.1"
2,919,"1.9
4. P. A+(
J23 &
1. P. P+(' P(+/ K' K/-. I
7.52
*2
485,000.00
",47,200.00
2. P. J(6/ K B+()+ K' K/-. I
.5
*2
"24,"80.00
2,127,9"2.80
". P. P+(' P!C
1.00
B;
"50,000.00
"50,000.00
4. P. *+(6;( K'-() P+('
1.00
B;
150,000.00
150,000.00
5. P. P-. K *+ 5 **
0."1
*2
17,94".50
52,02.49
. P-. E()-/ P+('
15.00
B;
17,44".50
21,52.50
7. P-. E()-/ J(6/
1.00
B;
1",29.00
218,04.00
8. P-. H A()+(
1.00
B;
18,44".50
295,09.00
9. P-. G(6/ J(6/
8.00
B;
1",29.00
109,0"2.00
10. P-. K'(+ B+- 2 S/)
5.00
S
142,845.00
714,225.00 ",954,5%."9
PEK. PLAFOND 1. P. R() P/3(6 K' K/-. II U. 50 @ 100 *, <' 4>=
185.91
*2
0,400.0
11,229,075.55
2. P. P/3(6 E(+ 1 @ 1
185.91
*2
2",207.00
4,"14,41"."7
J23 &II
",99$,05.$5
PEKERJAAN PINTU DAN JENDELA
J23 &I
#%,#0,"$%.$#
#4,4$,!!.95
PEKERJAAN LANTAI 1. P. U')( T(; D+ B; L(+ P*6(
0.44
*"
112,880.00
49,7.20
2. P. U')( P-+ D+ B; L(+
0.22
*"
10",2"0.00
22,710.0
". P. L(+ K B3( T/ 5 *
0.11
*"
57",7"5."4
",110.89
. P. L(+ K*+ T3+/>K>C, U. 20 @ 20
1.2"
*2
125,917.50
154,878.5"
NO
URAIAN PEKERJAAN 7. P. K*+ D+(6+() T3+/>K>C, U. 20 @ 25
&OL. 5.1
SAT
HRG. SAT. (Rp.)
*2
1"1,111.25 J23
&III
208.4
*2
11,58.40
2,417,"8.50
2. P. C T*3 L*
248.80
*2
7,801.0
1,941,0"8.08
1. P. K'6 ? K'6 K' >12 K/-. II
1.
*"
4,7,100.00
7,747,"8.00
2. P. G36+() K' 5>10 K/-. II
1.5
*"
4,"01,920.00
7,098,18.00
2"9.81
*2
"2,29.00
7,744,90".7
4. P. N3>B''()( S() P/
27.5"
*
29,212.00
804,20."
5. P. J'+ T/() Ap
12.97
*
12,940.00
2,11",""1.80
. P. L+-p/( K' K/-. II
80.1
*
54,57.00
4,"98,45.87 59,90%,%#."9
PEK. INSTALASI LISTRIK 1. P. I(-/-+ T++ L*p'
10.00
24,2"0.00
2,42,"00.00
2. P. I(-/-+ T++ S3p K3(
5.00
192,570.00
92,850.00
". P. P-. L*p' SL 18
9.00
B;
",000.00
"24,000.00
4. P-. S/ T'())/
2.00
B;
1",000.00
2,000.00
5. P-. S/ G(6
4.00
B;
14,000.00
5,000.00
. P-. S3p K3(
5.00
B;
14,500.00
72,500.00
J23
,0!$,%40.00
PEK. SANITASI DAN INSTALASI 1. P-. K/3-6 J3()3
1.00
B;
40",280.00
40",280.00
2. P-. K( A+ B+-
1.00
B;
22,9"2.50
22,9"2.50
". P-. #/336+( S+(/--
1.00
B;
40,845.00
40,845.00
4. P. P-. P+p A+ B-+; A ">4F
".00
*
19,"4".15
58,029.45
5. P. P-. P+p A+ B-+; A 1>2F
1.00
*
18,58.15
18,58.15
. P. P+p B'()( A+ (6+ D+. "F
2.00
*
49,288.55
98,577.10
7. P. P+p B'()( A+ K33 D+. "F
2.00
*
49,288.55
98,577.10
J23 6II
,$4!,5.4!
PEK. KONSTRUKSI ATAP
J23
6I
#,054,90#.$$
1. P. C T*3
". P. P-. Ap S() G/3*()
6
7"5,5"4.11
PEK. PENGECATAN
J23 I6
JML. HARGA
"0,!09.$0
PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR 1. P. P(/-+( A;+>P*-+;(
1.00
L-
150,000.00 J23
R+378-
Rp
150,000.00 #40,000.00 90,909,%0%."
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN ANGGARAN
: PEBANGUNAN>REHAB KANTOR DESA JULUKANA%A, KEC. BIRINGBULU : TAHUN 2010
NO
J E N I S PE K E R JAAN
I PEK. PERSIAPAN II PEK. TANAH DAN PONDASI III PEK. STRUKTUR BETON I! PEKERJAAN DINDING ! PEKERJAAN PINTU DAN JENDELA !I PEKERJAAN LANTAI !II PEK. PENGECATAN !III PEK. KONSTRUKSI ATAP I$ PEK. SARANA IN#RASTRUKTUR DAN PEN%ELESAIAN AKHIR REAL COST TOTAL PPN 10& TOTAL COST DIBULATKAN
TOTAL HARGA (Rp.) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,092,500.00 9,755,18.28 15,7"5,00. 19,17,18.50 1,95,811.25 5,4"4,029.18 ",950,50.8 18,59,48.48 150,000.00 90,909,!5#.55 9,090,9!5.#5 #00,000,!0$.$ #00,000,000.00
TERBILANG * S+- '- p,1
S'())'*+(-, K3(-'/( P((, C&. MALLOMO ENGINEERING
D+-''+ : PEJABAT PEMBUAT KOMITMEN
SJAMSIR, ST D+'
H'. RIKE SUSANTI, ST N+p. 19807"1 19980" 2 002
D+-''+ KEPALA BIDANG CIPTA KARYA KABUPATEN GOWA
I. H. MAHMUDDIN, M.S N+p. 1980"0" 19940" 1 01"
Ap+/ 2010
RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN
: PEBANGUNAN>REHAB KANTOR DESA JULUKANA%A, KEC. BIRINGBULU
ANGGARAN
: TAHUN 2010
NO I
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.)
PEK. PERSIAPAN 1. P. P()''( P()''( 6( P-. B3p/( B3p/(
1.00
L-
192,500.00 192,500.00
192,500.00 192,500.00
2. P. P(6+( P"K, L+-+ D( A+ K
1.00
LL-
5 5 0 ,0 0 0 . 0 0
550,000.00
". P. Pp( N* P3
1 .0 0
L-
" 5 0 , 0 0 0 . 00
"50,000.00
J23 II
#,095,400.00
PEK. PE K. TANAH ANAH DAN DAN POND PONDAS ASII 1. P. G/+( T(; P3(6-+
2 8 .1
*"
2 5 ,5 7 5 .00
7"1,700.75
2. P. U')( K*/+
9 .54
*"
1,19.50
11,410.2
". P. P-+ U')
4 .05
*"
1 0 " , 2 " 0 .0 0
418,081.50
4. P. P3(6-+ B' K3-3()
8 .10
*"
1 8 9 ,2 9 4 .00
1,5"",281.40
1 4 .87
*"
4 2 9 , 4 1 7 . 50
,"85,4"8.2"
4.42
*2 *2
1 5 2 , 7 7 .8 8
75,27".79
5. P. P3(6-+ B' G'('() 1:4 . P. P3(6-+ T--*
III III
JML. HARGA
J23
9,"44,#!%.5!
PEK. PE K. STRU STRUKT KTUR UR BETO BETON N 1. P. S/3 12>20
1 .18
*"
" ,9 0 5 , 2 7 .1 2
4,08,40.01
2. P. . K3/3* 3/3* .
Tp K3/3* 20>20
0 ."0
*"
5 , 1 7 2 , 8 0 0 . 51
1,551,840.15
.
Tp K3/3* P+- Kp 12>15
0 .7
*"
5,117,952.87
",889,44.18
". P. P. R+() R+()/ / D( K'6 K'6 ? K'6 K'6 B3( B3( .
R+()/ P+- 12>15
0 .94
*"
5 ,4 4 1 , 1 " .74
5,115,11.92
.
R+()/ > B/ G('() 15>25
0.11
*"
5 ,1 7 9 , 8 5 .48
59,75.40
J23 I&
PE PEKE KERJ RJAA AAN N DIN DINDI DING NG 1. P-. P-()( B' 1>2 B <1:5=
1 2 9 . "9
*2
7 2 , 4 2 2 . 50
9,"70,747.28
2. P. P/-( B+-< 1 : 5 =
2 5 8 .78
*2
2 2 ,9 4 " . 0 0
5,9"7,189.54
.05
*2
2 5 , 4 0 4 .5 0
15",97.2"
2 4 .8"
*2
1 " ,9 9 2 . 1"
",705,5"4.4
". P. P/-( B3( < 1 : " = 4. P. A+(
J23 &
#9,#%",#%!.40
PEKE PE KERJ RJAA AAN N PINT PINTU U DAN DAN JEND JENDEL ELA A 1. P. K'-() K' K/-. I
0 .5 7
*"
9 , " 0 8 , 9 2 5 .0 0
5,"0,087.25
2. P. P+(' P(+/ K' K/-. I
9 . 0
*2
4 8 5 ,0 0 0 .00
4,5,000.00
". P. J(6/ K B+()+ K' K/-. I
12.25
*2 *2
" 2 4 , " 8 0 .0 0
",97",55.00
4. P-. E()-/ P+('
1 8 .0 0
B;
17 1 7 ,4 4 " .5 0
"1",98".00
5. P-. E()-/ J(6/
" 4 .00
B;
1 " , 2 9 .00
4","8.00
. P-. H A()+(
" 4 . 00
B;
1 8 ,4 4 " .50
27,079.00
7. P-. T+( S+(/--
2 .00
B;
2 7 8 ,1 4 5 .00
55,290.00
8. P-. G(6/ J(6/
1 7 . 00
B;
1 " , 2 9 .00
2"1,9".00
9. P-. K'(+ P/3
1 .00
S
2 ,2 5 8 . 0 0
2,258.00
10. P-. K'(+ B+- 2 S/)
4 .00
S
1 4 2 ,8 4 5 .00
571,"80.00
J23 &I
#4,"$4,00%.%%
#%,9%4,!##.54
PE PEKE KERJ RJAA AAN N LAN LANT TAI 1. P. U')( T(; D+ B; L(+ P*6(
1 9 . 52
*"
112,880.00
2,20",417.0
2. P. U')( P-+ D+ B; L(+
1 " .01
*"
1 0 " ,2 " 0 . 0 0
1,"4",022."0
NO
URAIAN PEKERJAAN ". P. L(+ K B3( T/ 5 *
&OL. ".29
SAT
HRG. SAT. (Rp.)
*" *"
5 7 " ,7 " 5 ."4 J23
&II &II
2. P. C K'
4,$,059.#!
24.8"
*2
11,58.4 11,58.400
",08,42."1 ",08,42."1
" 5 .9 0
*2
2 4 , 5 7 4 .5 0
882,224.55
J23
$,940,%40.!%
PEK. KONSTRUKSI ATAP ATAP 1. P. K'6 ? K'6 K' >12 K/-. II
1 . 2"
*"
4 , 7 ,1 0 0 .00
5,740,5"".00
2. P. G36+() K' 5>10 K/-. II
0 .8
*"
4 ," 0 1 , 9 2 0 .0 0
",99,51.20
1 " " . 28
*2
" 2 , 2 9 .0 0
4,"04,410.88
" 9 ." 0
*
2 9 ,2 1 2 .00
1,148,0"1.0
7 . 78
*
1 2 ,9 4 0 . 0 0
1,27,7".20
4 5 .80
*
5 4 , 5 7 . 00
2,499,18.0
". P. P-. Ap S() G/3*() 4. P. N3>B''()( S() P/ 5. P. J'+ T/() Ap . P. L+-p/( K' K/-. II
J23 I6
1,887,589.28
PEK. PE K. PE PENG NGEC ECA ATAN 1. P. C T*3
&III
JML. HARGA
#!,%49,%!.!
PEK. PEK. SARANA SARANA INFRAST INFRASTRUKT RUKTUR UR DAN DAN PENYELE PENYELESAI SAIAN AN AKHIR AKHIR 1. P. P(/-+( A;+>P*-+;(
1 . 00
L-
1 5 0 ,0 0 0 . 00 J23
R+378-
Rp
150,000.00 #40,000.00 90,909,!5#.55
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN ANGGARAN
: PEBANGUNAN KANTOR DESA BELABORI, KEC. PARANGLOE : TAHUN 2010
NO
J E N I S PE K E R JAAN
I PEK. PEK. PERS PERSIA IAP PAN II PEK. PEK. TANAH ANAH DAN PONDAS PONDASII III PEK. PEK. STRUK STRUKTUR TUR BETON BETON I! PEKERJ PEKERJAAN AAN DINDIN DINDING G ! PEKERJ PEKERJAAN AAN PINTU PINTU DAN JENDEL JENDELA A !I PEKERJAAN LANTAI LANTAI !II PEK. PENGECATA PENGECATAN N !III PEK. KONSTRUKSI ATAP ATAP I$ PEK. SARANA IN#RASTRUKTUR DAN PEN%ELESAIAN AKHIR REAL COST TOTAL PPN 10& TOTAL COST DIBULATKAN
TOTAL HARGA (Rp.) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp . Rp . Rp . Rp .
1,09 1,092, 2,50 500. 0.00 00 9,755, 9,755,18 18.28 .28 15,7"5 15,7"5,00 ,00. . 19,17 19,17,1 ,18.5 8.500 1,95 1,95,81 ,811.2 1.255 5,4"4,029.18 ",950,50.8 18,59,48.48 150,000.00 90,909,!5#.55 9,090,9!5.#5 #00,000,!0$.$ #00,000,000.00
TERBILANG * S+- '- p,1
S'())'*+(-, K3(-'/( P((, C&. MALLOMO ENGINEERING
D+-''+ : PEJABAT PEMBUAT KOMITMEN
SJAMSIR, ST D+'
H'. RIKE SUSANTI, ST N+p. 19807"1 19980" 2 002
D+-''+ KEPALA BIDANG CIPTA KARYA KABUPATEN GOWA
I. H. MAHMUDDIN, M.S N+p. 1980"0" 19940" 1 01"
Ap+/ 2010
RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN
: PEBANGUNAN KANTOR DESA BELABORI, KEC. PARANGLOE
ANGGARAN
: TAHUN 2010
NO I
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.)
PEK. PERSIAPAN 1. P. P()''( P()''( 6( P-. B3p/( B3p/(
1.00
L-
192,500.00 192,500.00
192,500.00 192,500.00
2. P. P(6+( P"K, L+-+ D( A+ K
1.00
LL-
5 5 0 ,0 0 0 . 0 0
550,000.00
". P. Pp( N* P3
1 .0 0
L-
" 5 0 , 0 0 0 . 00
"50,000.00
J23 II
#,095,400.00
PEK. PE K. TANAH ANAH DAN DAN POND PONDAS ASII 1. P. G/+( T(; P3(6-+
2 8 .1
*"
2 5 ,5 7 5 .00
7"1,700.75
2. P. U')( K*/+
9 .54
*"
1,19.50
11,410.2
". P. P-+ U')
4 .05
*"
1 0 " , 2 " 0 .0 0
418,081.50
4. P. P3(6-+ B' K3-3()
8 .10
*"
1 8 9 ,2 9 4 .00
1,5"",281.40
1 4 .87
*"
4 2 9 , 4 1 7 . 50
,"85,4"8.2"
4.42
*2 *2
1 5 2 , 7 7 .8 8
75,27".79
5. P. P3(6-+ B' G'('() 1:4 . P. P3(6-+ T--*
JML. HARGA
J23
9,"44,#!%.5!
PEK. PE K. STRU STRUKT KTUR UR BETO BETON N 1. P. S/3 12>20
1 .18
*"
" ,9 0 5 , 2 7 .1 2
4,08,40.01
2. P. . K3/3* 3/3* .
Tp K3/3* 20>20
0 ."0
*"
5 , 1 7 2 , 8 0 0 . 51
1,551,840.15
.
Tp K3/3* P+- Kp 12>15
0 .7
*"
5,117,952.87
",889,44.18
". P. P. R+() R+()/ / D( K'6 K'6 ? K'6 K'6 B3( B3( .
R+()/ P+- 12>15
0 .94
*"
5 ,4 4 1 , 1 " .74
5,115,11.92
.
R+()/ > B/ G('() 15>25
0.11
*"
5 ,1 7 9 , 8 5 .48
59,75.40
J23 I&
PE PEKE KERJ RJAA AAN N DIN DINDI DING NG 1. P-. P-()( B' 1>2 B <1:5=
1 2 9 . "9
*2
7 2 , 4 2 2 . 50
9,"70,747.28
2. P. P/-( B+-< 1 : 5 =
2 5 8 .78
*2
2 2 ,9 4 " . 0 0
5,9"7,189.54
.05
*2
2 5 , 4 0 4 .5 0
15",97.2"
2 4 .8"
*2
1 " ,9 9 2 . 1"
",705,5"4.4
". P. P/-( B3( < 1 : " = 4. P. A+(
J23 &
#9,#%",#%!.40
PEKE PE KERJ RJAA AAN N PINT PINTU U DAN DAN JEND JENDEL ELA A 1. P. K'-() K' K/-. I
0 .5 7
*"
9 , " 0 8 , 9 2 5 .0 0
5,"0,087.25
2. P. P+(' P(+/ K' K/-. I
9 . 0
*2
4 8 5 ,0 0 0 .00
4,5,000.00
". P. J(6/ K B+()+ K' K/-. I
12.25
*2 *2
" 2 4 , " 8 0 .0 0
",97",55.00
14. P-. E()-/ P+('
1 8 .0 0
B;
1 7 ,4 4 " .5 0
"1",98".00
15. P-. E()-/ J(6/
" 4 .00
B;
1 " , 2 9 .00
4","8.00
17. P-. H A()+(
" 4 .00
B;
1 8 , 4 4 " .5 0
27,079.00
18. P-. T+( S+(/--
2 .00
B;
2 7 8 ,1 4 5 . 0 0
55,290.00
19. P-. G(6/ J(6/
1 7 .00
B;
1 " , 2 9 . 00
2"1,9".00
20. P-. K'(+ P/3
1 .0 0
S
2 ,2 5 8 .00
2,258.00
21. P-. K'(+ B+- 2 S/)
4 .00
S
1 4 2 ,8 4 5 .00
571,"80.00
J23 &I
#4,"$4,00%.%%
#%,9%4,!##.54
PE PEKE KERJ RJAA AAN N LAN LANT TAI 1. P. U')( T(; D+ B; L(+ P*6(
1 9 . 52
*"
112,880.00
2,20",417.0
2. P. U')( P-+ D+ B; L(+
1 " .01
*"
1 0 " ,2 " 0 . 0 0
1,"4",022."0
NO
URAIAN PEKERJAAN ". P. L(+ K B3( T/ 5 *
&OL. ".29
SAT
HRG. SAT. (Rp.)
*"
57",7"5."4 J23
&II
". P. C K'
4,$,059.#!
24.8"
*2
11,58.40
",08,42."1
"5.90
*2
24,574.50
882,224.55
J23
$,940,%40.!%
PEK. KONSTRUKSI ATAP 1. P. K'6 ? K'6 K' >12 K/-. II
1.2"
*"
4,7,100.00
5,740,5"".00
2. P. G36+() K' 5>10 K/-. II
0.8
*"
4,"01,920.00
",99,51.20
1"".28
*2
"2,29.00
4,"04,410.88
"9."0
*
29,212.00
1,148,0"1.0
7.78
*
12,940.00
1,27,7".20
45.80
*
54,57.00
2,499,18.0
". P. P-. Ap S() G/3*() 4. P. N3>B''()( S() P/ 5. P. J'+ T/() Ap . P. L+-p/( K' K/-. II
J23 I6
1,887,589.28
PEK. PENGECATAN 1. P. C T*3
&III
JML. HARGA
#!,%49,%!.!
PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR 1. P. P(/-+( A;+>P*-+;(
1.00
L-
150,000.00 J23
R+378-
Rp
150,000.00 #40,000.00 90,909,!5#.55
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN ANGGARAN
: REHAB. KANTOR DESA TAALATEA, KEC. ANUJU : TAHUN 2010
NO
J E N I S PE K E R JAAN
I PEK. PERSIAPAN II PEK. TANAH DAN PONDASI III PEK. STRUKTUR BETON I! PEKERJAAN DINDING ! PEKERJAAN PINTU DAN JENDELA !I PEK. PLA#OND !II PEKERJAAN LANTAI !III PEK. PENGECATAN I$ PEK. KONSTRUKSI ATAP $ PEK. INSTALASI LISTRIK $I PEK. PAGAR SAPING $II PEK. SARANA IN#RASTRUKTUR DAN PEN%ELESAIAN AKHIR REAL COST TOTAL PPN 10& TOTAL COST DIBULATKAN
TOTAL HARGA (Rp.) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
2,44",000.00 "15,575."1 17,128,119.89 8,12",774.27 ,5",542."5 1,95",""8.04 1,241,075.79 ,721,""7.12 55,52,210." ",505,190.00 14,"74,094.92 ",459,48.14 #$%,$%$,90%.#9 #$,%$%,$90.%5 #40,000,59%.!0 #40,000,000.00
TERBILANG * S+- 32 p3 '- p,1
S'())'*+(-, K3(-'/( P((, C&. MALLOMO ENGINEERING
D+-''+ : PEJABAT PEMBUAT KOMITMEN
SJAMSIR, ST D+'
H'. RIKE SUSANTI, ST N+p. 19807"1 19980" 2 002
D+-''+ KEPALA BIDANG CIPTA KARYA KABUPATEN GOWA
I. H. MAHMUDDIN, M.S N+p. 1980"0" 19940" 1 01"
Ap+/ 2010
RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN
: REHAB. KANTOR DESA TAALATEA, KEC. ANUJU
ANGGARAN
: TAHUN 2010
NO I
II
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.)
PEK. PERSIAPAN 1. P. P()''( 6( P-. B3p/(
1.00
L-
150,000.00
150,000.00
2. P. P(6+( P"K, L+-+ D( A+ K
1.00
L-
500,000.00
500,000.00
". P. Pp( N* P3
1.00
L-
"50,000.00
"50,000.00
4. P. P*3()( Ap L*,K'-() P+(' D( K3/3* Dp(
1.00
L-
1,44",000.00
1,44",000.00
J23
5,$,000.00
PEK. TANAH DAN PONDASI 1. P. G/+( T(; P3(6-+
1.00
*"
25,575.00
25,575.00
2. P. U')( K*/+
0.""
*"
1,19.50
"98.8"
". P. P-+ U')
0.20
*"
10",2"0.00
20,4.00
4. P. P3(6-+ B' K3-3()
0.40
*"
189,294.00
75,717.0
5. P. P3(6-+ B' G'('() 1:4
0.45
*"
429,417.50
19",2"7.88
J23 III
JML. HARGA
$#4,4"4.$#
PEK. STRUKTUR BETON 1. P. K3/3* .
Tp K3/3* 20>20
1.12
*"
5,172,800.51
5,79",5".57
.
Tp K3/3* P+- Kp 12>15
0.22
*"
5,117,952.87
1,125,949."
2. P. R+()/ D( K'6 ? K'6 B3( .
R+()/ P+- 12>15
0.77
*"
5,441,1".74
4,190,042.58
.
R+()/ > B/ G('() 15>25
0.2
*"
5,179,85.48
1,"4,718.2"
.
R+()/ > B/ G('() 20>25
0.81
*"
4,558,49.80
",92,"82.41
6.
R+()/ K'6 ? K'6 B3( 12>15
0.18
*"
5,441,1".74
979,490.47
J23 I&
PEKERJAAN DINDING 1. P-. P-()( B' 1>2 B <1:5=
29.47
*2
72,422.50
2,1"4,291.08
2. P-. P-()( B' 1>2 B <1:5=
12.00
*2
72,422.50
89,070.00
". P. P/-( B+-< 1 : 5 =
105."0
*2
22,94".00
2,415,897.90
4. P. P/-( B3( < 1 : " =
"1.25
*2
25,404.50
79",890."
1".55
*2
1",992.1"
1,910,24.7
5. P. A+(
&
J23
!,#5$,"".5"
PEKERJAAN PINTU DAN JENDELA 1. P. K'-() K' K/-. I
0.11
*"
9,"08,925.00
1,02",981.75
2. P. P+(' P(+/ K' K/-. I
5."2
*2
485,000.00
2,580,200.00
". P. J(6/ K B+()+ K' K/-. I
".92
*2
"24,"80.00
1,271,59.0
4. P-. E()-/ P+('
12.00
B;
17,44".50
209,"22.00
5. P-. E()-/ J(6/
12.00
B;
1",29.00
1",548.00
. P-. H A()+(
12.00
B;
18,44".50
221,"22.00
7. P-. T+( S+(/--
2.00
B;
278,145.00
55,290.00
8. P-. G(6/ J(6/
.00
B;
1",29.00
81,774.00
9. P-. K'(+ B+- 2 S/)
".00
S
142,845.00
428,5"5.00
J23 &I
#",#5!,##9.!9
%,4$%,45.$4
PEK. PLAFOND 1. P. R() P/3(6 K' K/-. II U. 50 @ 100 *, <' 4>=
171.2
*2
0,400.0
10,"44,20.7
2. P. P/3(6 E(+ 1 @ 1
171.2
*2
2",207.00
",974,4"0.82
NO
URAIAN PEKERJAAN ". P. L+- D P/3(6
&OL. 2"9.54
SAT *
HRG. SAT. (Rp.) 10,999.00 J23
&II
0.5
*"
57",7"5."4
"21,291.79
2. P. L(+ K*+ "0>"0 *
8.00
*2
114,97".00
919,784.00
1. P. C T*3
1".55
*2
11,58.40
1,582,122.92
2. P. C P/3(6
171.2
*2
11,58.40
1,984,28.8
"0.77
*2
24,574.50
75,157."7
18.88
*2
7,801.0
1,457,9".01
5. P. C K' K'-() L*
.12
*2
21,781.50
1"","02.78
. P. R-+6' R() P/3(6
150.71
*2
5,"58.00
807,504.18
J23
%,"5#,$$".#5
PEK. KONSTRUKSI ATAP 1. P. K'6 ? K'6 K' >12 K/-. II
1.7
*"
4,7,100.00
8,214,09.00
2. P. G36+() K' 5>10 K/-. II
1.""
*"
4,"01,920.00
5,721,55".0
". P. P-. K-3 5>7 R() ">4
221.17
*2
78,"7.00
17,""2,429."9
4. P. P(''p Ap G(() */
221.17
*2
74,28.00
1,425,85".5
5. N3>B''()( Ap G(() */
2.09
*
80,819.00
2,108,57.71
8."9
*
12,940.00
1,"7,0.0
80.50
*
54,57.00
4,"92,4".50
. P. J'+ T/() Ap 7. P. L+-p/( K' K/-. II
J23
44,4%5,5#0.
%$PEK. INSTALASI LISTRIK 1. P. I(-/-+ T++ L*p'
8.00
24,2"0.00
2,11",840.00
2. P. I(-/-+ T++ S3p K3(
5.00
192,570.00
92,850.00
". P. P-. L*p' SL 18
8.00
B;
",000.00
288,000.00
4. P-. S/ T'())/
2.00
B;
1",000.00
2,000.00
5. P-. S/ G(6
".00
B;
14,000.00
42,000.00
. P-. S3p K3(
5.00
B;
14,500.00
72,500.00
J23 6I
#,5#,0"4."9
PEK. PENGECATAN
4. P. C T*3 L*
6
#%,94$,$$!.0
1. P. L(+ K B3( T/ 7 *
". P. C K'
I6
2,"4,700.4
PEKERJAAN LANTAI
J23 &III
JML. HARGA
$,404,#90.00
PEK. PAGAR SAMPING A.
P+. P: S2p;: K K;-8 D+
#4.!0
2<
1. P. T(; D( P3(6-+ ?
P. G/+( T(; P3(6-+
8.85
*"
25,575.00
22,""8.75
?
P. U')( T(; K*/+
2.95
*"
1,19.50
",529.8
?
P. P-+ U') A/- P3(6-+
1.2
*"
10",2"0.00
1"0,09.80
?
P. P-. B' K3-3()
2.5"
*"
189,294.00
478,91".82
?
P. P3(6-+ B. G'('() 1 : 4
4.0"
*"
429,417.50
1,7"0,552.5"
2. P. S'' B3( ?
P. S/3 12>15
0.28
*"
4,"",81"."8
1,297,47.75
?
P. K3/3* 15>15
0.24
*"
4,2"2,702.87
1,015,848.9
?
P. R+()/ p) 12>15
0.28
*"
5,441,1".74
1,52",51.85
". P. D+(6+()
4.
?
P. P-. D+(6+() 1>2 B. <1 : 5=
17.70
*2
72,422.50
1,281,878.25
?
P. P/-( B+- <1 : 5=
"5.40
*2
22,94".00
812,182.20
?
P. P/-( B3( <1 : "=
14.5"
*2
25,404.50
"9,127."9
?
P. A+(
49.9"
*2
1",992.1"
98,2.80
49.9"
*2
11,58.40
578,508.95
P. P()( D+(6+() P) < T*3=
NO
URAIAN PEKERJAAN
B.
P+. P: S2p;: K;; P+2 P+2=;- (PUSTU)
&OL.
SAT
5%.00
2<
HRG. SAT. (Rp.)
JML. HARGA
1. P. T(; D( P3(6-+ ?
P. G/+( T(; P3(6-+
14.5
*"
25,575.00
"72,"72.00
?
P. U')( T(; K*/+
4.85
*"
1,19.50
5,807.01
?
P. P-+ U') A/- P3(6-+
2.08
*"
10",2"0.00
214,718.40
?
P. P-. B' K3-3()
4.1
*"
189,294.00
787,4".04
?
P. P3(6-+ B. G'('() 1 : 4
."
*"
429,417.50
2,847,0"8.0"
J23 6II
#,$",09.95
PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR 1. P. P/( J/( -' B3( K. 225, T 15 C*. U " * @ 10 *
4.50
*"
7"5,477."7
","09,48.14
2. P. P(/-+( A;+>P*-+;(
1.00
L-
150,000.00
150,000.00
J23 R+378-
Rp
$,49,%!.# #5#,9!9,!##.5"
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN ANGGARAN
: REHAB. KANTOR DESA LONJOBOKO, KEC. PARANGLOE : TAHUN 2010
NO
J E N I S PE K E R JAAN
I PEK. PERSIAPAN II PEK. TANAH DAN PONDASI III PEK. STRUKTUR BETON I! PEKERJAAN DINDING ! PEKERJAAN PINTU DAN JENDELA !I PEK. PLA#OND !II PEKERJAAN LANTAI !III PEK. PENGECATAN I$ PEK. KONSTRUKSI ATAP $ PEK. INSTALASI LISTRIK $I PEK. SANITASI DAN INSTALASI $II PEK. SARANA IN#RASTRUKTUR DAN PEN%ELESAIAN AKHIR REAL COST TOTAL PPN 10& TOTAL COST DIBULATKAN
TOTAL HARGA (Rp.) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
2,570,000.00 "0,271.4 1,17,28.77 2,091,598.5 "50,000.00 11,809,299.40 2,988,208.94 ",97",48".5 2,074,094.70 1,98,290.00 957,"0.5 150,000.00 90,909,!55.0 9,090,9!5.5 #00,000,!0.% #00,000,000.00
TERBILANG * S+- '- p,1
S'())'*+(-, K3(-'/( P((, C&. MALLOMO ENGINEERING
D+-''+ : PEJABAT PEMBUAT KOMITMEN
SJAMSIR, ST D+'
H'. RIKE SUSANTI, ST N+p. 19807"1 19980" 2 002
D+-''+ KEPALA BIDANG CIPTA KARYA KABUPATEN GOWA
I. H. MAHMUDDIN, M.S N+p. 1980"0" 19940" 1 01"
Ap+/ 2010
RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN
: REHAB. KANTOR DESA LONJOBOKO, KEC. PARANGLOE
ANGGARAN
: TAHUN 2010
NO I
II
III
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.)
JML. HARGA
PEK. PERSIAPAN 1. P. P()''( 6( P-. B3p/(
1.00
L-
150,000.00
150,000.00
2. P. P(6+( P"K, L+-+ D( A+ K
1.00
L-
500,000.00
500,000.00
". P. Pp( N* P3
1.00
L-
"50,000.00
"50,000.00
4. P. P*3()( Ap L* D( D+(6+()
1.00
L-
1,570,000.00
1,570,000.00
J23
5,4"0,000.00
PEK. TANAH DAN PONDASI 1. P. G/+( T(; P3(6-+
1.1
*"
25,575.00
29,7.00
2. P. U')( K*/+
0."9
*"
1,19.50
42.5
". P. P-+ U')
0.20
*"
10",2"0.00
20,4.00
4. P. P3(6-+ B' K3-3()
0.41
*"
189,294.00
77,10.54
5. P. P3(6-+ B' G'('() 1:4
0.54
*"
429,417.50
2"1,885.45
J23
$%0,5"#.%
PEK. STRUKTUR BETON 1. P. S/3 12>15
0.05
*"
4,"",81"."8
2"1,90.7
0.18
*"
5,117,952.87
921,2"1.52
0.05
*"
5,441,1".74
272,080.9
0.0
*"
",204,4"1.0
192,25.90
2. P. K3/3* .
Tp K3/3* P+- Kp 12>15
". P. R+()/ .
R+()/ P+- 12>15
4. P. P/ B3( .
P/ B3(, T 10 *
J23 I&
PEKERJAAN DINDING 1. P-. P-()( B' 1>2 B <1:5=
8.70
*2
72,422.50
"0,075.75
2. P. P/-( B+-< 1 : 5 =
"9.57
*2
22,94".00
907,854.51
". P. A+(
"9.57
*2
1",992.1"
55",8."9
J23 &
1.00
B;
"50,000.00 J23
$40,000.00
1. P. R() P/3(6 K' K/-. II U. 50 @ 100 *, <' 4>=
121.77
*2
0,400.0
7,"54,981.0
2. P. P/3(6 E(+ 1 @ 1 (Plafond ruang Belakang + Plafond Luar)
121.77
*2
2",207.00
2,825,91."9
". P. L+- D P/3(6
148.05
*
10,999.00
1,28,401.95 ##,!09,599.0
PEKERJAAN LANTAI 1. P. L(+ K B3( T/ 5 *
0.18
*"
57",7"5."4
10",272."
2. P. L(+ K*+ "0>"0 *
1.74
*2
114,97".00
200,05".02
". P. L(+ K*+ T3+/>K>C, U. 20 @ 20
1.82
*2
125,917.50
229,19.85
4. P. K*+ B3(, U. 20 @ 25
0.70
*2
1"1,111.25
91,777.88
18.0"
*2
1"1,111.25
2,"",9"5.84
5. P. K*+ D+(6+() T3+/>K>C, U. 20 @ 25 (Termasuk Km. Lama)
J23 &III
"50,000.00
PEK. PLAFOND
J23 &II
5,09#,49!.%4
PEKERJAAN PINTU DAN JENDELA 1. P. P+(' P!C
&I
#,%#",5%!.""
5,9!!,50!.9
PEK. PENGECATAN 1. P. C T*3
"9.57
*2
11,58.40
458,47".85
2. P. C P/3(6
121.77
*2
11,58.40
1,410,875.9"
NO
URAIAN PEKERJAAN ". P. C K'
I6
&OL.
SAT
HRG. SAT. (Rp.)
"1.08
*2
24,574.50
7",775.4
.00
*2
7,801.0
4,809.0
92.21
*2
7,801.0
719,"85.54
107.1
*2
5,"58.00
574,1".28
J23
$,9"$,!$.%4
PEK. KONSTRUKSI ATAP 1. P. G36+() K' 5>10 K/-. II (Asumsi Semua Gording Utama Diganti)
1.79
*"
4,"01,920.00
7,700,4".80
2. P. P-. K-3 5>7 R() ">4
28".22
*2
78,"7.00
22,195,101.74
". P. P(''p Ap G(() */
28".22
*2
74,28.00
21,0"4,182.9
4. N3>B''()( Ap G(() */
24.11
*
80,819.00
1,948,54.09
5. P. J'+ T/() Ap
14.80
*
12,940.00
2,411,512.00
124.""
*
54,57.00
,784,"15.11
. P. L+-p/( K' K/-. II (semua Lisplank Diganti)
J23 6
1. P. I(-/-+ T++ L*p'
5.00
24,2"0.00
1,"21,150.00
2. P. I(-/-+ T++ S3p K3(
2.00
192,570.00
"85,140.00
9. P. P-. L*p' SL 18
5.00
B;
",000.00
180,000.00
10. P-. S/ T'())/
".00
B;
1",000.00
"9,000.00
11. P-. S/ G(6
1.00
B;
14,000.00
14,000.00
12. P-. S3p K3(
2.00
B;
14,500.00
29,000.00 #,9%!,590.00
PEK. SANITASI DAN INSTALASI 1. P-. K/3-6 J3()3
1.00
S
40",280.00
40",280.00
2. P-. K( A+ B+-
1.00
B;
22,9"2.50
22,9"2.50
". P-. #/336+( S+(/--
1.00
B;
40,845.00
40,845.00
4. P. P-. P+p A+ B-+; A ">4F
4.00
*
19,"4".15
77,"72.0
5. P. P-. P+p A+ B-+; A 1>2F
1.00
*
18,58.15
18,58.15
. P. P+p B'()( A+ (6+ D+. "F
4.00
*
49,288.55
197,154.20
7. P. P+p B'()( A+ K33 D+. "F
4.00
*
49,288.55
197,154.20
J23 6II
%5,0",09."0
PEK. INSTALASI LISTRIK
J23 6I
JML. HARGA
94",$0%.%4
PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR 1. P. P(/-+( A;+>P*-+;(
1.00
L-
150,000.00 J23
R+378-
Rp
150,000.00 #40,000.00 90,909,!55.0
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN ANGGARAN
: REHAB. KANTOR LURAH BONTOPARANG, KEC. PARANGLOE : TAHUN 2010
NO
J E N I S PE K E R JAAN
I PEK. PERSIAPAN II PEK. PLA#OND III PEK. PENGECATAN I! PEK. KONSTRUKSI ATAP ! PEK. SARANA IN#RASTRUKTUR DAN PEN%ELESAIAN AKHIR REAL COST TOTAL PPN 10& TOTAL COST DIBULATKAN
TOTAL HARGA (Rp.) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
2,800,000.00 18,087,947.18 ,92",518.22 44,715,945.89 200,000.00 "5,"5",##.59 ",5"5,"#.#$ !0,000,#45.5 !0,000,000.00
TERBILANG * D+3p; p3 '- p,1
S'())'*+(-, K3(-'/( P((, C&. MALLOMO ENGINEERING
D+-''+ : PEJABAT PEMBUAT KOMITMEN
SJAMSIR, ST D+'
H'. RIKE SUSANTI, ST N+p. 19807"1 19980" 2 002
D+-''+ KEPALA BIDANG CIPTA KARYA KABUPATEN GOWA
I. H. MAHMUDDIN, M.S N+p. 1980"0" 19940" 1 01"
Ap+/ 2010
RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN
: REHAB. KANTOR LURAH BONTOPARANG, KEC. PARANGLOE
ANGGARAN
: TAHUN 2010
NO I
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.)
JML. HARGA
PEK. PERSIAPAN 1. P. P()''( 6( P-. B3p/(
1.00
L-
150,000.00
150,000.00
2. P. P(6+( P"K, L+-+
1.00
L-
450,000.00
450,000.00
". P. Pp( N* P3
1.00
L-
"50,000.00
"50,000.00
4. P. P*3()( Ap L* <" U(+ B()'((=
1.00
L-
1,850,000.00
1,850,000.00
J23
5,!00,000.00
II
PEK. PLAFOND
A
BANGUNAN TENGAH > SELASAR PENGHUBUNG 1. P. R() P/3(6 K' K/-. II U. 50 @ 100 *, <' 4>=
91.8
*2
0,400.0
5,548,"99.12
91.8
*2
2",207.00
2,1"1,795.02
121.44
*
10,999.00
1,""5,718.5
4".92
*2
0,400.0
2,52,794."5
2. P. P/3(6 E(+ 1 @ 1 (Plafond Luar Dan Sam$ula%ang)
4".92
*2
2",207.00
1,019,251.44
". P. L+- D P/3(6 (Plafond Luar Dan Sam$ula%ang)
78.55
*
10,999.00
8",971.45
4".92
*2
0,400.0
2,52,794."5
2. P. P/3(6 E(+ 1 @ 1 (Plafond Luar Dan Sam$ula%ang)
4".92
*2
2",207.00
1,019,251.44
". P. L+- D P/3(6 (Plafond Luar Dan Sam$ula%ang)
78.55
*
10,999.00
8",971.45
(Pek. angka plafond Luar!"#erstek Dan Sam$ula%ang)
2. P. P/3(6 E(+ 1 @ 1 (Plafond Luar Dan Sam$ula%ang) ". P. L+- D P/3(6 (Plafond Luar Dan Sam$ula%ang) B
BANGUNAN SAYAP KANAN 1. P. R() P/3(6 K' K/-. II U. 50 @ 100 *, <' 4>= (Pek. angka plafond Luar!"#erstek Dan Sam$ula%ang)
C
BANGUNAN SAYAP KIRI 1. P. R() P/3(6 K' K/-. II U. 50 @ 100 *, <' 4>= (Pek. angka plafond Luar!"#erstek Dan Sam$ula%ang)
J23 III
PEK. PENGECATAN 1. P. C P/3(6 (Plafond Luar)
179.70
*2
11,58.40
2,082,07.08
59.00
*2
24,574.50
1,449,895.50
". P. C Ap S() (Bangunan Tenga& + Atap selasar Peng&u$ung)
20.84
*2
10,190.50
2,58,090.02
4. P. R-+6' R() P/3(6 (Plafond Luar)
1".89
*2
5,"58.00
7"",45.2
2. P. C K' (Lesplank)
I&
PEK. KONSTRUKSI ATAP
A
BANGUNAN TENGAH > SELASAR PENGHUBUNG 1. P. G36+() K' 5>10 K/-. II (Asumsi ' Diganti) 2. P. P-. Ap S() G/3*() S*'/() (Bangunan Tenga&) ". P. N3>B''()( S() P/ (Bangunan Tenga&) 4. P. J'+ T/() Ap (Bangunan Tenga&) 5. P. L+-p/( K' K/-. II (Bangunan Tenga&)
B
J23
%,95$,4#!.55
0.85
*"
4,"01,920.00
",5,"2.00
20.84
*2
"2,29.00
8,424,088.4
22.75
*
29,212.00
4,57".00
8.42
*
12,940.00
1,"71,954.80
91."
*
54,57.00
4,999,974.21
0.51
*"
4,"01,920.00
2,19",979.20
157.11
*2
"2,29.00
5,074,024.5
11."5
*
29,212.00
""1,55.20
7.74
*
12,940.00
1,21,155.0
72.18
*
54,57.00
",9"8,4.0
0.51
*"
4,"01,920.00
2,19",979.20
BANGUNAN SAYAP KANAN 1. P. G36+() K' 5>10 K/-. II (Asumsi ' Diganti) 2. P. P-. Ap S() G/3*() S*'/() (Bang. Sa%ap Kanan) ". P. N3>B''()( S() P/ (Bangunan Sa%ap Kanan) 4. P. J'+ T/() Ap (Bangunan Sa%ap Kanan) 5. P. L+-p/( K' K/-. II (Bangunan Sa%ap Kanan)
C
#!,0!",9".#!
BANGUNAN SAYAP KIRI 1. P. G36+() K' 5>10 K/-. II (Asumsi ' Diganti)
NO
URAIAN PEKERJAAN 2. P. P-. Ap S() G/3*() S*'/() (Bangunan Sa%ap Kiri) ". P. N3>B''()( S() P/ (Bangunan Sa%ap Kiri) 4. P. J'+ T/() Ap (Bangunan Sa%ap Kiri) 5. P. L+-p/( K' K/-. II (Bangunan Sa%ap Kiri)
&OL.
SAT
HRG. SAT. (Rp.)
157.11
*2
"2,29.00
5,074,024.5
11."5
*
29,212.00
""1,55.20
7.74
*
12,940.00
1,21,155.0
72.18
*
54,57.00
",9"8,4.0
J23 &
JML. HARGA
,"#4,94.!9
PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR 1. P. P(/-+( A;+>P*-+;(
1.00
L-
200,000.00 J23
R+378-
Rp
200,000.00 500,000.00 "5,"5",##.59
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN ANGGARAN
: PEBANGUNAN>REHAB. KANTOR DESA ULUJANGANG, KEC. BONTOLEPANGAN : TAHUN 2010
NO
J E N I S PE K E R JAAN
I PEK. PERSIAPAN II PEK. TANAH DAN PONDASI III PEK. STRUKTUR BETON I! PEKERJAAN DINDING ! PEKERJAAN PINTU DAN JENDELA !I PEK. PLA#OND !II PEKERJAAN LANTAI !III PEK. PENGECATAN I$ PEK. KONSTRUKSI ATAP $ PEK. INSTALASI LISTRIK $I PEK. SANITASI DAN INSTALASI $II PEK. SARANA IN#RASTRUKTUR DAN PEN%ELESAIAN AKHIR REAL COST TOTAL PPN 10& TOTAL COST DIBULATKAN
TOTAL HARGA (Rp.) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,150,000.00 17,0"8,002.81 28,0,"9.9 "4,992,07.55 2",102,9"1.07 15,57,815.81 25,254,992.97 8,10,0"8.48 7,1"7,405.4 ,0"",40.00 5,2"",90.05 150,000.00 #"5,$4,!#0.04 #",5$,4!#.0# #!9,%"9,$9#.0% #!9,%"9,000.00
TERBILANG * T: - '- p,1
S'())'*+(-, K3(-'/( P((, C&. MALLOMO ENGINEERING
D+-''+ : PEJABAT PEMBUAT KOMITMEN
SJAMSIR, ST D+'
H'. RIKE SUSANTI, ST N+p. 19807"1 19980" 2 002
D+-''+ KEPALA BIDANG CIPTA KARYA KABUPATEN GOWA
I. H. MAHMUDDIN, M.S N+p. 1980"0" 19940" 1 01"
Ap+/ 2010
RENCANA ANGGARAN BIAYA (RAB) REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN
: PEBANGUNAN>REHAB. KANTOR DESA ULUJANGANG, KEC. BONTOLEPANGAN
ANGGARAN
: TAHUN 2010
NO I
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.)
PEK. PERSIAPAN 1. P. P()''( 6( P-. B3p/(
1.00
L-
250,000.00
250,000.00
2. P. P(6+( P"K, L+-+ D( A+ K
1.00
L-
550,000.00
550,000.00
". P. Pp( N* P3
1.00
L-
"50,000.00
"50,000.00
J23 II
#,#40,000.00
PEK. TANAH DAN PONDASI 1. P. G/+( T(; P3(6-+
5".28
*"
25,575.00
1,"2,".00
2. P. U')( K*/+
17.7
*"
1,19.50
21,249.84
7.10
*"
10",2"0.00
7"2,9"".00
4. P. P3(6-+ B' K3-3()
14.21
*"
189,294.00
2,89,87.74
5. P. P3(6-+ B' G'('() 1:4
2.42
*"
429,417.50
11,"45,210."5
5.80
*2
152,77.88
88,105.88
". P. P-+ U')
. P. P3(6-+ T--*
J23 III
JML. HARGA
#",0$!,005.!#
PEK. STRUKTUR BETON 1. P. S/3 12>20
2.1"
*"
",905,27.12
8,"18,985.77
2. P. K3/3* .
Tp K3/3* 20>20
0.28
*"
5,172,800.51
1,448,"84.14
.
Tp K3/3* P+- Kp 12>15
1.51
*"
5,117,952.87
7,728,108.8"
". P. R+()/ D( K'6 ? K'6 B3( .
R+()/ P+- 12>15
1.45
*"
5,441,1".74
7,890,""9.92
.
R+()/ > B/ G('() 15>25
0.12
*"
5,179,85.48
21,52.2
.
R+()/ > B/ G('() 20>25
0.20
*"
4,558,49.80
911,99."
6.
R+()/ K'6 ? K'6 B3( 12>15
0."2
*"
5,441,1".74
1,741,"1.40
0.09
*"
",204,4"1.0
288,"98.84
4. P. P/ B3( .
P/ B3(, T 10 *
J23 I&
PEKERJAAN DINDING 1. P-. P-()( B' 1>2 B <1:5=
2"8.80
*2
72,422.50
17,294,49".00
2. P. P/-( B+-< 1 : 5 =
47".18
*2
22,94".00
10,85,18.74
5.0
*2
25,404.50
142,25.20
478.78
*2
1",992.1"
,99,149.1
". P. P/-( B3( < 1 : " = 4. P. A+(
J23 &
5!,%%0,$9%.%9
$,995,0"%.44
PEKERJAAN PINTU DAN JENDELA 1. P. K'-() K' K/-. I
0.79
*"
9,"08,925.00
7,"54,050.75
2. P. P+(' P(+/ K' K/-. I
12.00
*2
485,000.00
5,820,000.00
". P. J(6/ K B+()+ K' K/-. I
17.04
*2
"24,"80.00
5,527,4"5.20
8. P. P+(' P!C
2.00
B;
"50,000.00
700,000.00
9. P. P-. K *+ 5 **
0.52
*2
17,94".50
87,""0.2
14. P-. E()-/ P+('
21.00
B;
17,44".50
","1".50
15. P-. E()-/ J(6/
44.00
B;
1",29.00
599,7.00
17. P-. H A()+(
44.00
B;
18,44".50
811,514.00
18. P-. T+( S+(/--
2.00
B;
278,145.00
55,290.00
19. P-. G(6/ J(6/
22.00
B;
1",29.00
299,8"8.00
20. P-. K'(+ P/3
1.00
S
2,258.00
2,258.00
21. P-. K'(+ B+- 2 S/)
5.00
S
142,845.00
714,225.00
NO
URAIAN PEKERJAAN
&OL.
SAT
HRG. SAT. (Rp.) J23
&I
1. P. R() P/3(6 K' K/-. II U. 50 @ 100 *, <' 4>=
15.9
*2
0,400.0
9,480,478.18
2. P. P/3(6 E(+ 1 @ 1
15.9
*2
2",207.00
",42,570.72
". P. L+- D P/3(6
22".09
*
10,999.00
2,45",7.91
1. P. U')( T(; D+ B; L(+ P*6(, T 50 C*
58.72
*"
112,880.00
,28,"1".0
2. P. U')( P-+ D+ B; L(+, T 15 C*
1.01
*"
10",2"0.00
1,52,712."0
5.4
*"
57",7"5."4
",1"2,594.98
109.58
*2
114,97".00
12,598,741."4
?
*
15,"8.55
. P. L(+ K*+ T3+/>K>C, U. 20 @ 20
4."5
*2
125,917.50
547,741.1"
7. P. K*+ D+(6+() T3+/>K>C, U. 20 @ 25
4.42
*2
1"1,111.25
579,511.7"
8. P. K*+ B3(, U. 20 @ 25
0.88
*2
1"1,111.25
115,"77.90
4. P. L(+ U* D( (( K*+ "0>"0 * 5. P. P/+( L(+ U* D( (( U. 10 @ "0
J23 478.78
*2
11,58.40
5,547,"".59
2. P. C P/3(6
15.9
*2
11,58.40
1,818,01."4
". P. C K'
?
*2
24,574.50
?
4. P. C Ap S()
?
*2
10,190.50
?
*2
5,"58.00
1"8.1"
740,100.54 !,#0%,0$!.!
PEK. KONSTRUKSI ATAP 1. P. K'6 ? K'6 K' >12 K/-. II
?
*"
4,7,100.00
?
2. P. G36+() K' 5>10 K/-. II
?
*"
4,"01,920.00
?
?
*2
78,"7.00
?
". P. P(''p Ap G(() */
?
*2
74,28.00
?
4. N3>B''()( Ap G(() */
?
*
80,819.00
?
194."8
*2
"2,29.00
,277,9.48
29.4"
*
29,212.00
859,709.1
P. P-. K-3 5>7 R() ">4
P. P-. Ap S() G/3*() P. N3>B''()( S() P/ P. J'+ T/() Ap
?
*
12,940.00
?
P. L+-p/( K' K/-. II
?
*
54,57.00
?
J23
",#$",04.%
PEK. INSTALASI LISTRIK 1. P. I(-/-+ T++ L*p'
12.00
24,2"0.00
",170,70.00
2. P. I(-/-+ T++ S3p K3(
10.00
192,570.00
1,925,700.00
". P. P-. L*p' TL 2 @ 20
".00
B;
85,000.00
255,000.00
4. P. P-. L*p' SL 18
7.00
B;
",000.00
252,000.00
5. P. P-. L*p' p+ 15
2.00
B;
7,500.00
15,000.00
. P-. S/ T'())/
.00
B;
1",000.00
78,000.00
7. P-. S/ G(6
".00
B;
14,000.00
42,000.00
8. P-. S3p K3(
10.00
B;
14,500.00
145,000.00
1.00
U(+
150,000.00
150,000.00
9. P-. CB, L()p
J23 6I
54,54,995.9"
1. P. C T*3
J23
6
?
PEK. PENGECATAN
5. P. R-+6' R() P/3(6 I6
#4,4"%,!#4.!#
PEKERJAAN LANTAI
". P. L(+ K B3( T/ 5 *
&III
5$,#05,9$#.0"
PEK. PLAFOND
J23 &II
JML. HARGA
%,0$$,%0.00
PEK. SANITASI DAN INSTALASI 1. P-. K/3-6 J3()3
2.00
S
40",280.00
80,50.00
2. P-. K( A+ B+-
2.00
B;
22,9"2.50
45,85.00
". P-. #/336+( S+(/--
2.00
B;
40,845.00
81,90.00
4. P. P-. P+p A+ B-+; A ">4F
28.00
*
19,"4".15
541,08.20
5. P. P-. P+p A+ B-+; A 1>2F
2.00
*
18,58.15
"7,1"."0
. P. P+p B'()( A+ (6+ D+. "F
27.00
*
49,288.55
1,""0,790.85
7. P. P+p B'()( A+ K33 D+. "F
14.00
*
49,288.55
90,0"9.70
NO
URAIAN PEKERJAAN 8. P. Sp+ ( P-p(, U. 1,00 @ 2,00 @ 1,80
&OL. 1.00
SAT
HRG. SAT. (Rp.)
U(+
1,700,000.00 J23
6II
JML. HARGA 1,700,000.00 4,5$$,%90.04
PEK. SARANA INFRASTRUKTUR DAN PENYELESAIAN AKHIR 1. P. P(/-+( A;+>P*-+;(
1.00
L-
150,000.00 J23
R+378-
Rp
150,000.00 #40,000.00 #"5,$4,!#0.04
DAFTAR ANALISA HARGA SATUAN PEKERJAAN A.6
PEKERJAAN PERSIAPAN A.6.2
A.6.&
A.6.*
,.6
Memasang 1 1.250 2.500 0.005 0.00* 0.072 0.0$0 0.400 0.200 0.400 0.020 0.020
M' pagar semenara !ar" seng ge#$m%ang "ngg" 2 meer Btg Dolken kayu Ø8-10/400 cm @ Rp 17,500.00 Kg emen !o"tlan# @ Rp 1,0$2.50 %& !a'(" )eton @ Rp 107,000.00 %& 'pl(t/c+(pp(ng 2-& cm @ Rp 202,000.00 %& Kayu kla' )alok @ Rp &,2$0,000.00 Kg !aku )(a'a 2 - 5 @ Rp 21,500.00 t" Re'(#u @ Rp 5,200.00 + ukang kayu @ Rp 47,500.00 + !eke"3a @ Rp &2,500.00 + Kepala ukang Kayu @ Rp 5&,000.00 + %an#o" @ Rp 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
Meng(r !an memasang 1 M' %$)p#an( 0.012 %& Kayu kla' )alok 0.020 Kg !aku )(a'a 2 - 5 0.007 %& Kayu kla' papan 0.100 + ukang kayu 0.100 + !eke"3a 0.010 + Kepala ukang Kayu 0.005 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
&,2$0,000.00 21,500.00 &,5*0,000.00 47,500.00 &2,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
Mem%a1 M2 (an$r semenara+ !engan #ana" p#eseran 1.250 Btg Dolken kayu Ø8-10/400 cm 0.180 %& Kayu kla' )alok 0.850 Kg !aku )(a'a 2 - 5 1.100 Kg Be'( 't"(p &5.000 Kg emen !o"tlan# 0.150 %& !a'(" pa'ang 0.100 %& !a'(" )eton 0.150 %& 'pl(t/c+(pp(ng 2-& cm &0.000 B+ Batu me"a+ 0.250 )" eng plat B 0.&0 2.000 'et Kaca nako lengkap te"al(' 0.080 %2 Kaca )en(ng 5 mm 0.150 B+ Kunc( tanam )(a'a 1 lag 0.0$0 )" %ult(plek' 1.22 2.44 $ mm 2.000 + ukang kayu 1.000 + ukang )atu 2.000 + !eke"3a 0.&00 + Kepala ukang Kayu 0.050 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
17,500.00 &,2$0,000.00 21,500.00 12,500.00 1,0$2.50 *7,500.00 107,000.00 202,000.00 $00.00 $&,800.00 1&5,000.00 100,000.00 $2,000.00 $7,500.00 47,500.00 47,500.00 &2,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
Mengga#" 1 M- ana %"asa se!a#am 1 m 0.750 + !eke"3a 0.025 + %an#o"
@ Rp @ Rp
&2,500.00 48,000.00
Rp Rp Rp
Mengrg (em%a#" 1 M-ga#"an 0.025 + !eke"3a 0.008 + %an#o"
@ Rp @ Rp
&2,500.00 48,000.00
Rp Rp Rp
@ Rp @ Rp
&2,500.00 48,000.00
Rp Rp Rp
PEKERJAAN TANAH ,.6.1
,.6./
,.6.10 Mema!a(an 1 M- ana per 20 m3 0.500 + !eke"3a 0.050 + %an#o"
,.6.11 Mengrg 1 M- pas"r rg 1.200 %& !a'(" u"ug 0.&00 + !eke"3a 0.010 + %an#o"
@ Rp @ Rp @ Rp
77,500.00 &2,500.00 48,000.00
Rp Rp Rp Rp
@ Rp @ Rp @ Rp
70,000.00 &2,500.00 48,000.00
Rp Rp Rp Rp
,.6.1* Mengrg 1 M- s"r pa!a n( pen"ngg"an #ana" %angnan 1.200 %& ("tu @ Rp 0.250 + !eke"3a @ Rp 0.025 + %an#o" @ Rp
150,000.00 &2,500.00 48,000.00
Rp Rp Rp Rp
Mengrg 1 M- Tana T"m%nan 1.200 %& ana+ t(m)unan 0.&00 + !eke"3a 0.010 + %an#o"
4.6
PEKERJAAN P5NDASI 4.6.2
4.6./
D.6
Memasang 1 1.200 1$&.000 0.520 1.500 0.$00 0.0$0 0.075
M- p$n!as" %a %e#a+ ampran 1P4 &PP %& Batu gunung Kg emen !o"tlan# %& !a'(" pa'ang + ukang )atu + !eke"3a + Kepala ukang Batu + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
*0,000.00 1,0$2.50 *7,500.00 47,500.00 &2,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
Memasang 1 1.200 0.4&2 0.780 0.&*0 0.0&* 0.0&*
M- %a ($s$ng aansamp"ng3 %& Batu gunung %& !a'(" u"ug + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
*0,000.00 77,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
PEKERJAAN DINDING D.6.-
D.6.&
D.6./
Memasang 1 M2 !"n!"ng %aa mera (. *7117223 m e%a# 1 %. amp. 1P4 &PP 140.000 B+ Batu me"a+ @ Rp $00.00 2$.550 Kg emen !o"tlan# @ Rp 1,0$2.50 0.0*& %& !a'(" pa'ang @ Rp *7,500.00 0.$00 + !eke"3a @ Rp &2,500.00 0.200 + ukang )atu @ Rp 47,500.00 0.020 + Kepala ukang Batu @ Rp 5&,000.00 0.0&0 + %an#o" @ Rp 48,000.00
Memasang 1 M2 !"n!"ng %aa mera (. *7117223 m e%a# 1 %. amp. 1P4 *PP 140.000 B+ Batu me"a+ @ Rp $00.00 22.200 Kg emen !o"tlan# @ Rp 1,0$2.50 0.102 %& !a'(" pa'ang @ Rp *7,500.00 0.$00 + !eke"3a @ Rp &2,500.00 0.200 + ukang )atu @ Rp 47,500.00 0.020 + Kepala ukang Batu @ Rp 5&,000.00 0.0&0 + %an#o" @ Rp 48,000.00
Memasang1 M2 !"n!"ng %aa mera (. *7117223 m e%a# 182 %. amp. 1P4 &PP 70.000 B+ Batu me"a+ @ Rp $00.00 11.500 Kg emen !o"tlan# @ Rp 1,0$2.50 0.04& %& !a'(" pa'ang @ Rp *7,500.00 0.&00 + !eke"3a @ Rp &2,500.00
Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp
0.100 0.010 0.015
+ + +
ukang )atu Kepala ukang Batu %an#o"
@ Rp @ Rp @ Rp
47,500.00 5&,000.00 48,000.00
D.6.10 Memasang 1 M2 !"n!"ng %aa mera (. *7117223 m e%a# 182 %. amp. 1P4 *PP 70.000 B+ Batu me"a+ @ Rp $00.00 *.$80 Kg emen !o"tlan# @ Rp 1,0$2.50 0.045 %& !a'(" pa'ang @ Rp *7,500.00 0.&00 + !eke"3a @ Rp &2,500.00 0.100 + ukang )atu @ Rp 47,500.00 0.010 + Kepala ukang Batu @ Rp 5&,000.00 0.015 + %an#o" @ Rp 48,000.00 E.6
Rp Rp Rp Rp Rp Rp Rp Rp
PEKERJAAN PLESTERAN E.6.-
Memasang 1 M2 p#eseran 1P4 -PP+ e%a# 1* mm 7.77$ Kg emen !o"tlan# 0.02& %& !a'(" pa'ang 0.200 + !eke"3a 0.150 + ukang )atu 0.015 + Kepala ukang Batu 0.010 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
1,0$2.50 *7,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
Memasang 1 M2 p#eseran 1P4 *PP+ e%a# 1* mm 5.184 Kg emen !o"tlan# 0.02$ %& !a'(" pa'ang 0.200 + !eke"3a 0.150 + ukang )atu 0.015 + Kepala ukang Batu 0.010 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
1,0$2.50 *7,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
E.6.20 Memasang 1 M2 p#eseran s($n"ng 1P4 2PP+ e%a# 10 mm 0.500 Kg emen !o"tlan# @ Rp 0.01& %& !a'(" pa'ang @ Rp 0.057 + !eke"3a @ Rp 0.&80 + ukang )atu @ Rp 0.0&8 + Kepala ukang Batu @ Rp 0.00& + %an#o" @ Rp
1,0$2.50 *7,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
E.6.29 Memasang 1 &.250 0.150 0.100 0.010 0.008
1,0$2.50 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
7,27$,500.00 21,500.00 12,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
E.6.*
F.6
Rp Rp Rp Rp
M2 a"an Kg emen !o"tlan# + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp
PEKERJAAN KA:U F.6.1
F.6.2
1 M- Mem%a !an memasang (sen p"n !an ;en!e#a+ (a< (#s. I 1.100 %& Kayu kla' )alok untuk ko'en p(ntu/3en @ Rp 1.250 Kg !aku )(a'a 2 - 5 @ Rp 1.000 Kg em kayu @ Rp $.000 + !eke"3a @ Rp 20.000 + ukang kayu @ Rp 2.000 + Kepala ukang Kayu @ Rp 0.&00 + %an#o" @ Rp
1 M- Mem%a !an memasang (sen p"n !an ;en!e#a+ (a< (#s. II aa III 1.200 %& Kayu kla' )alok @ Rp &,2$0,000.00 1.250 Kg !aku )(a'a 2 - 5 @ Rp 21,500.00 1.000 Kg em kayu @ Rp 12,500.00 $.000 + !eke"3a @ Rp &2,500.00 18.000 + ukang kayu @ Rp 47,500.00
Rp Rp Rp Rp Rp
2.000 0.&00
F.6.-
F.6.*
F.6.6
F.6.9
F.6.=
+ +
Kepala ukang Kayu %an#o"
@ Rp @ Rp
5&,000.00 48,000.00
Rp Rp Rp
1 M2 Mem%a !an memasang p"n (#amp san!ar+ (a< (#s. II 0.040 %& Kayu kla' papan @ Rp 0.050 Kg !aku )(a'a 2 - 5 @ Rp 0.&50 + !eke"3a @ Rp 1.050 + ukang kayu @ Rp 0.105 + Kepala ukang Kayu @ Rp 0.018 + %an#o" @ Rp
&,5*0,000.00 21,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
1 M2 Mem%a !an memasang !an p"n pane#+ (a< (#s. 0.040 %& Kayu kla' papan l('tplank #an p(ntu/3en 0.500 Kg em kayu 1.000 + !eke"3a 2.500 + ukang kayu 0.250 + Kepala ukang Kayu 0.050 + %an#o"
7,7*$,250.00 12,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
I aa II @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
1 M2 Mem%a !an memasang p"n !an ;en!e#a (aa+ (a< (#s. I aa II 0.024 %& Kayu kla' papan l('tplank #an p(ntu/3en @ Rp 7,7*$,250.00 0.&00 Kg em kayu @ Rp 12,500.00 0.800 + !eke"3a @ Rp &2,500.00 2.000 + ukang kayu @ Rp 47,500.00 0.200 + Kepala ukang Kayu @ Rp 5&,000.00 0.040 + %an#o" @ Rp 48,000.00
1 M2 Mem%a !an memasang p"n !an ;en!e#a ;a#s" (a< (#s. I aa II 0.0$4 %& Kayu kla' papan l('tplank #an p(ntu/3en @ Rp 7,7*$,250.00 0.500 Kg em kayu @ Rp 12,500.00 1.000 + !eke"3a @ Rp &2,500.00 &.000 + ukang kayu @ Rp 47,500.00 0.&00 + Kepala ukang Kayu @ Rp 5&,000.00 0.050 + %an#o" @ Rp 48,000.00
1 M2 Mem%a !an p"n (a< #ap"s p#<)$$!3 rang(ap+ rang(a erp (a< (#s. II 0.025 %& Kayu kla' papan @ Rp &,5*0,000.00 0.0&0 Kg !aku B(a'a 1/2 - 1 @ Rp 2*,000.00 0.500 Kg em kayu @ Rp 12,500.00 1.000 )" !ly6oo# k.*0220 cm e)al 4 mm @ Rp *$,000.00 0.$00 + !eke"3a @ Rp &2,500.00 2.000 + ukang kayu @ Rp 47,500.00 0.200 + Kepala ukang Kayu @ Rp 5&,000.00 0.0&0 + %an#o" @ Rp 48,000.00
F.6.= > SPL 1 M2 Mem%a !an p"n Tea()$$! rang(ap Lap"s HPL+ rang(a erp (a< (#s. II 0.025 %& Kayu kla' papan @ Rp &,5*0,000.00 0.0&0 Kg !aku B(a'a 1/2 - 1 @ Rp 2*,000.00 0.500 Kg em kayu @ Rp 12,500.00 1.000 )" eak6oo# k. *0 220 4 mm @ Rp 8*,000.00 0.700 )" ! k. 120 240 @ Rp 17$,000.00 0.$00 + !eke"3a @ Rp &2,500.00 2.500 + ukang kayu @ Rp 47,500.00 0.250 + Kepala ukang Kayu @ Rp 5&,000.00 0.0&0 + %an#o" @ Rp 48,000.00
F.6.10 1 M2 Mem%a ;a#s" (sen+ (a< (#s. I aa II 0.0$0 %& Kayu kla' papan l('tplank #an p(ntu/3en @ Rp 0.150 Kg !aku B(a'a 1/2 - 1 @ Rp
7,7*$,250.00 2*,000.00
Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp
0.500 2.000 0.200 0.025
+ + + +
!eke"3a ukang kayu Kepala ukang Kayu %an#o"
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
F.6.1- 1 M- Memasang ($nsr(s" (!a>(!a ($n?ens"$na#+ (a< (#s. I+ II !an III 1.100 %& Kayu kla' )alok @ Rp &,2$0,000.00 15.000 Kg Be'( 't"(p @ Rp 12,500.00 5.$00 Kg !aku )(a'a 2 - 5 @ Rp 21,500.00 4.000 + !eke"3a @ Rp &2,500.00 12.000 + ukang kayu @ Rp 47,500.00 1.200 + Kepala ukang Kayu @ Rp 5&,000.00 0.200 + %an#o" @ Rp 48,000.00
F.6.1* 1 M- Memasang ($nsr(s" g$r!eng+ (a< (#s. II 1.100 %& Kayu kla' )alok 15.000 Kg Be'( 't"(p &.000 Kg !aku )(a'a 2 - 5 2.400 + !eke"3a 7.200 + ukang kayu 0.720 + Kepala ukang Kayu 0.120 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
&,2$0,000.00 12,500.00 21,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
F.6.19 > SPL 1 M2 Memasang rang(a aap geneng mea#+ (a< (#s. II Kas$ *89 Dan Reng -8&3 0.014 %& Kayu kla' )alok @ Rp &,2$0,000.00 @ Rp &,2$0,000.00 0.0057 %& Kayu kla' )alok 0.250 Kg !aku )(a'a 2 - 5 @ Rp 21,500.00 0.100 + !eke"3a @ Rp &2,500.00 0.100 + ukang kayu @ Rp 47,500.00 0.010 + Kepala ukang Kayu @ Rp 5&,000.00 0.005 + %an#o" @ Rp 48,000.00
F.6.1/ 1 M2 Memasang rang(a #ang">#ang" *071003 m+ (a< (#s. II aa III+ Ka< *89 0.015 %& Kayu kla' )alok @ Rp &,2$0,000.00 0.200 Kg !aku )(a'a 2 - 5 @ Rp 21,500.00 0.150 + !eke"3a @ Rp &2,500.00 0.250 + ukang kayu @ Rp 47,500.00 0.025 + Kepala ukang Kayu @ Rp 5&,000.00 0.075 + %an#o" @ Rp 48,000.00
F.6.1/ > SPL 1 M2 Memasang rang(a #ang">#ang" *071003 m+ (a< (#s. II aa III+ Ka< &86 0.011 %& Kayu kla' )alok @ Rp &,2$0,000.00 0.200 Kg !aku )(a'a 2 - 5 @ Rp 21,500.00 0.150 + !eke"3a @ Rp &2,500.00 0.250 + ukang kayu @ Rp 47,500.00 0.025 + Kepala ukang Kayu @ Rp 5&,000.00 0.075 + %an#o" @ Rp 48,000.00
SPL
1 M2 Memasang rang(a #ang">#ang" 607=03 m+ (a< (#s. II aa III 0.014 %& Kayu kla' )alok @ Rp 0.250 Kg !aku )(a'a 2 - 5 @ Rp 0.200 + !eke"3a @ Rp 0.&00 + ukang kayu @ Rp 0.0&0 + Kepala ukang Kayu @ Rp 0.010 + %an#o" @ Rp
F.6.21 1 M' Memasang #"sp#an( (ran -7203 m+ (a< (#s. I aa II 0.011 %& Kayu kla' papan l('tplank #an p(ntu/3en @ Rp 0.100 Kg !aku )(a'a 2 - 5 @ Rp
Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp
&,2$0,000.00 21,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
7,7*$,250.00 21,500.00
Rp Rp
0.100 0.200 0.025 0.005
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
&,5*0,000.00 21,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
F.6.22 1 M' Memasang #"sp#an( (ran -7-03 m+ (a< (#s. I aa II 0.011 %& Kayu kla' papan l('tplank #an p(ntu/3en @ Rp 0.050 Kg !aku )(a'a 2 - 5 @ Rp 0.100 + !eke"3a @ Rp 0.200 + ukang kayu @ Rp 0.020 + Kepala ukang Kayu @ Rp 0.005 + %an#o" @ Rp
7,7*$,250.00 21,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
SPL
G.6
+ + + +
!eke"3a ukang kayu Kepala ukang Kayu %an#o"
1 M' Memasang #"sp#an( (ran -72*3 m+ (a< (#s. II 0.011 %& Kayu kla' papan 0.075 Kg !aku )(a'a 2 - 5 0.100 + !eke"3a 0.200 + ukang kayu 0.0225 + Kepala ukang Kayu 0.005 + %an#o"
PEKERJAAN ,ET5N G.6.1
G.6.&
G.6.*
G.6.9
Mem%a 1 M- %e$n m @'9+& Mpa K1003+ s#mp 12 ± 23 m+ )80+=9 247.000 Kg emen !o"tlan# @ Rp 1,0$2.50 8$*.000 Kg !a'(" )eton Kg @ Rp 7$.4& ***.000 Kg 'pl(t/c+(pp(ng 2-& cmKg @ Rp 14*.$& 215.000 t" 9(" @ Rp 275.00 1.$50 + !eke"3a @ Rp &2,500.00 0.275 + ukang )atu @ Rp 47,500.00 0.028 + Kepala ukang Batu @ Rp 5&,000.00 0.08& + %an#o" @ Rp 48,000.00
Mem%a 1 M- #ana" (er;a %e$n m @'9+& Mpa K 1003+ s#mp ->63 m+ )80+=9 2&0.000 Kg emen !o"tlan# @ Rp 1,0$2.50 8*&.000 Kg !a'(" )eton Kg @ Rp 7$.4& 1,027.000 Kg 'pl(t/c+(pp(ng 2-& cmKg @ Rp 14*.$& 200.000 t" 9(" @ Rp 275.00 1.200 + !eke"3a @ Rp &2,500.00 0.200 + ukang )atu @ Rp 47,500.00 0.020 + Kepala ukang Batu @ Rp 5&,000.00 0.0$0 + %an#o" @ Rp 48,000.00
Mem%a 1 M- %e$n m @'1&+* Mpa K 19*3+ s#mp 12 ± 23 m+ )80+66 &2$.000 Kg emen !o"tlan# @ Rp 1,0$2.50 7$0.000 Kg !a'(" )eton Kg @ Rp 7$.4& 1,02*.000 Kg 'pl(t/c+(pp(ng 2-& cmKg @ Rp 14*.$& 215.000 t" 9(" @ Rp 275.00 1.$50 + !eke"3a @ Rp &2,500.00 0.275 + ukang )atu @ Rp 47,500.00 0.028 + Kepala ukang Batu @ Rp 5&,000.00 0.08& + %an#o" @ Rp 48,000.00
Mem%a 1 M- %e$n m @'1/+- Mpa K 22*3+ s#mp 12 ± 23 m+ )80+*= &71.000 Kg emen !o"tlan# @ Rp 1,0$2.50
Rp Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp Rp Rp
Rp
$*8.000 1,047.000 215.000 1.$50 0.275 0.028 0.08&
Kg Kg t" + + + +
!a'(" )eton Kg 'pl(t/c+(pp(ng 2-& cmKg 9(" !eke"3a ukang )atu Kepala ukang Batu %an#o"
G.6.19 Pem%es"an 1 Kg !engan %es" p$#$s aa %es" #"r 10.500 Kg Be'( )eton polo' 0.150 Kg Ka6at )eton 0.070 + !eke"3a 0.070 + ukang )e'( 0.007 + Kepala ukang Be'( 0.004 + %an#o"
G.6.20 Memasang 1 M2 %e("s"ng n( p$n!as" 0.040 %& Kayu kla' papan 0.&00 Kg !aku )(a'a 2 - 5 0.100 t" %(nyak )ek('t(ng 0.520 + !eke"3a 0.2$0 + ukang kayu 0.02$ + Kepala ukang Kayu 0.02$ + %an#o"
Memasang 1 M2 %e("s"ng n( p$n!as" 2 7 Pema(a"an 0.020 %& Kayu kla' papan (Papan 2 kali Pakai) 0.&00 Kg !aku )(a'a 2 - 5 0.100 t" %(nyak )ek('t(ng 0.520 + !eke"3a 0.2$0 + ukang kayu 0.02$ + Kepala ukang Kayu 0.02$ + %an#o"
G.6.21 Memasang 1 M2 %e("s"ng n( s#$$@ 0.045 %& Kayu kla' papan 0.&00 Kg !aku )(a'a 2 - 5 0.100 t" %(nyak )ek('t(ng 0.520 + !eke"3a 0.2$0 + ukang )atu 0.02$ + Kepala ukang Batu 0.02$ + %an#o"
Memasang 1 M2 %e("s"ng n( s#$$@ & Ka#" Pema(a"an 0.011 %& Kayu kla' papan (Papan 4 kali Pakai) 0.&00 Kg !aku )(a'a 2 - 5 0.100 t" %(nyak )ek('t(ng 0.520 + !eke"3a 0.2$0 + ukang )atu 0.02$ + Kepala ukang Batu 0.02$ + %an#o"
G.6.22 Memasang 1 M2 %e("s"ng n( ($#$m 0.040 %& Kayu kla' papan 0.400 Kg !aku )(a'a 2 - 5 0.200 t" %(nyak )ek('t(ng 0.015 %& Kayu kla' )alok
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
7$.4& 14*.$& 275.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
@ Rp 15,000.00 @ Rp 1$,000.00 @ Rp &2,500.00 @ Rp 47,500.00 @ Rp 5&,000.00 @ Rp 48,000.00 ntuk !em)e'(an 10 Kg ntuk !em)e'(an 1 Kg
Rp Rp Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
2,072,000.00 21,500.00 &,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
@ Rp
2,072,000.00
Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
21,500.00 &,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
2,072,000.00 21,500.00 &,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
@ Rp
2,072,000.00
Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
21,500.00 &,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp
2,072,000.00 21,500.00 &,500.00 &,2$0,000.00
Rp Rp Rp Rp
0.&50 2.000 0.$$0 0.&&0 0.0&& 0.0&&
)" Btg + + + +
%ult(plek' 1.22 2.44 * mm Dolken kayu Ø8-10/400 cm !eke"3a ukang kayu Kepala ukang Kayu %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
Memasang 1 M2 %e("s"ng n( ($#$m Un( &7 Pema(a"an 0.010 %& Kayu kla' papan @ Rp (papan 4 x pakai) 0.400 Kg !aku )(a'a 2 - 5 @ Rp 0.200 t" %(nyak )ek('t(ng @ Rp 0.004 %& Kayu kla' )alok @ Rp (Balok 4x pakai) 0.088 )" %ult(plek' 1.22 2.44 * mm @ Rp (Multipleks 4x pakai) 0.500 Btg Dolken kayu Ø8-10/400 cm @ Rp (dolken 4x pakai) 0.$$0 + !eke"3a @ Rp 0.&&0 + ukang kayu @ Rp 0.0&& + Kepala ukang Kayu @ Rp 0.0&& + %an#o" @ Rp
G.6.2- Memasang 1 M2 %e("s"ng n( %a#$( 0.040 %& Kayu kla' papan 0.400 Kg !aku )(a'a 2 - 5 0.200 t" %(nyak )ek('t(ng 0.018 %& Kayu kla' )alok 0.&50 )" %ult(plek' 1.22 2.44 * mm 2.000 Btg Dolken kayu Ø8-10/400 cm 0.$$0 + !eke"3a 0.&&0 + ukang kayu 0.0&& + Kepala ukang Kayu 0.0&& + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
Memasang 1 M2 %e("s"ng n( %a#$( Un( &7 pema(a"an 0.01& %& Kayu kla' papan @ Rp (papan 4 x pakai) 0.400 Kg !aku )(a'a 2 - 5 @ Rp 0.200 t" %(nyak )ek('t(ng @ Rp 0.005 %& Kayu kla' )alok @ Rp (Balok 4x pakai) 0.088 )" %ult(plek' 1.22 2.44 * mm @ Rp (Multipleks 4x pakai) 0.500 Btg Dolken kayu Ø8-10/400 cm @ Rp (dolken 4x pakai) 0.$$0 + !eke"3a @ Rp 0.&&0 + ukang kayu @ Rp 0.0&& + Kepala ukang Kayu @ Rp 0.0&& + %an#o" @ Rp
G.6.2& Memasang 1 M2 %e("s"ng n( #ana" 0.040 %& Kayu kla' papan 0.400 Kg !aku )(a'a 2 - 5 0.200 t" %(nyak )ek('t(ng 0.015 %& Kayu kla' )alok 0.&50 )" %ult(plek' 1.22 2.44 * mm $.000 Btg Dolken kayu Ø8-10/400 cm 0.$$0 + !eke"3a 0.&&0 + ukang kayu 0.0&& + Kepala ukang Kayu 0.0&& + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
Memasang 1 M2 %e("s"ng n( #ana" Un( &7 Pema(a"an
110,500.00 17,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
2,072,000.00
Rp
21,500.00 &,500.00 &,2$0,000.00
Rp Rp Rp
110,500.00
Rp
17,500.00
Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp
2,072,000.00 21,500.00 &,500.00 &,2$0,000.00 110,500.00 17,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,072,000.00
Rp
21,500.00 &,500.00 &,2$0,000.00
Rp Rp Rp
110,500.00
Rp
17,500.00
Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp
2,072,000.00 21,500.00 &,500.00 &,2$0,000.00 110,500.00 17,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
0.010
%&
0.400 0.200 0.004
Kg t" %&
0.088
)"
1.500
Btg
0.$$0 0.&&0 0.0&& 0.0&&
+ + + +
Kayu kla' papan (papan 4 x pakai) !aku )(a'a 2 - 5 %(nyak )ek('t(ng Kayu kla' )alok (Balok 4x pakai) %ult(plek' 1.22 2.44 * mm (Multipleks 4x pakai) Dolken kayu Ø8-10/400 cm (dolken 4x pakai) !eke"3a ukang kayu Kepala ukang Kayu %an#o"
G.6.2* Memasang 1 M2 %e("s"ng n( !"n!"ng 0.0&0 %& Kayu kla' papan 0.400 Kg !aku )(a'a 2 - 5 0.200 t" %(nyak )ek('t(ng 0.020 %& Kayu kla' )alok 0.&50 )" %ult(plek' 1.22 2.44 * mm &.000 Btg Dolken kayu Ø8-10/400 cm 4.000 B+ pace"/:o"m(te/pen3aga 3a"ak )ek('t(ng 0.$$0 + !eke"3a 0.&&0 + ukang kayu 0.0&& + Kepala ukang Kayu 0.0&& + %an#o"
@ Rp
2,072,000.00
Rp
@ Rp @ Rp @ Rp
21,500.00 &,500.00 &,2$0,000.00
Rp Rp Rp
@ Rp
110,500.00
Rp
@ Rp
17,500.00
Rp
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
2,072,000.00 21,500.00 &,500.00 &,2$0,000.00 110,500.00 17,500.00 25,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,072,000.00
Rp
21,500.00 &,500.00 &,2$0,000.00
Rp Rp Rp
110,500.00
Rp
17,500.00
Rp
25,000.00
Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp
2,072,000.00 21,500.00 &,500.00 &,2$0,000.00 110,500.00 17,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,072,000.00
Rp
21,500.00 &,500.00
Rp Rp
Memasang 1 M2 %e("s"ng n( !"n!"ng Un( &7 Pema(a"an 0.008 %& Kayu kla' papan @ Rp (papan 4 x pakai) 0.400 Kg !aku )(a'a 2 - 5 @ Rp 0.200 t" %(nyak )ek('t(ng @ Rp 0.005 %& Kayu kla' )alok @ Rp (Balok 4x pakai) 0.088 )" %ult(plek' 1.22 2.44 * mm @ Rp (Multipleks 4x pakai) 0.750 Btg Dolken kayu Ø8-10/400 cm @ Rp (dolken 4x pakai) 2.000 B+ pace"/:o"m(te/pen3aga 3a"ak )ek('t(ng @ Rp (spacer 2x pemakaian) 0.$$0 + !eke"3a @ Rp 0.&&0 + ukang kayu @ Rp 0.0&& + Kepala ukang Kayu @ Rp 0.0&& + %an#o" @ Rp
G.6.26 Memasang 1 M2 %e("s"ng n( angga 0.0&0 %& Kayu kla' papan 0.400 Kg !aku )(a'a 2 - 5 0.150 t" %(nyak )ek('t(ng 0.015 %& Kayu kla' )alok 0.&50 )" %ult(plek' 1.22 2.44 * mm 2.000 Btg Dolken kayu Ø8-10/400 cm 0.$$0 + !eke"3a 0.&&0 + ukang kayu 0.0&& + Kepala ukang Kayu 0.0&& + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
Memasang 1 M2 %e("s"ng n( angga Un( 27 Pema(a"an 0.015 %& Kayu kla' papan @ Rp (papan 2 x pakai) 0.400 Kg !aku )(a'a 2 - 5 @ Rp 0.150 t" %(nyak )ek('t(ng @ Rp
0.008
%&
0.175
)"
1.000
Btg
0.$$0 0.&&0 0.0&& 0.0&&
+ + + +
Kayu kla' )alok (Balok 2x pakai) %ult(plek' 1.22 2.44 * mm (Multipleks 2x pakai) Dolken kayu Ø8-10/400 cm (dolken 2x pakai) !eke"3a ukang kayu Kepala ukang Kayu %an#o"
Pe(er;aan ,e$n8Sr(r 1 Pe(. S#$e@ ,e$n > Pe(. S#$e@ 1281* B3( K. 175 B-+ B3( B+-+()
> Pe(. S#$e@ 12820 B3( K. 175 B-+ B3( B+-+()
> Pe(. S#$e@ 1*820 B3( K. 175 B-+ B3( B+-+()
175."2 ) 1. *2
1"1.47 ) 1. *2
112.10 ) 1"."" *2
> Pe(. S#$e@ 1*82* B3( K. 175 B-+ B3( B+-+()
142.99 ) 1"."" *2
> Pe(. S#$e@ 2082* B3( K. 175 B-+ B3( B+-+()
1"7.08 ) 10.00 *2
2 Pe(. K$#$m ,e$n > Pe(. K$#$m 20820 B3( K. 225 B-+ B3( B+-+()
145.42 ) 20.00 *2
> Pe(. K$#$m 1*81* B3( K. 175 B-+ B3( B+-+()
140.28 ) 12.00 *2
> Pe(. K$#$m Pra("s 1281* B3( K. 175 B-+ B3( B+-+()
175."2 ) 15.00 *2
@ Rp
&,2$0,000.00
Rp
@ Rp
110,500.00
Rp
@ Rp
17,500.00
Rp
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
- Pe(. R"ng%a#( 8 ,a#$( ,e$n > Pe(. R"ng%a#( Pra("s 1281* B3( K. 175 B-+ B3( B+-+()
> Pe(. R"ng%a#( Pra("s 12820 B3( K. 175 B-+ B3( B+-+()
> Pe(. R"ng%a#( Pra("s 1*820 B3( K. 175 B-+ B3( B+-+()
175."2 ) 1. *2
1"7.58 ) 1. *2
112.10 ) 1"."" *2
> Pe(. R"ng%a#( 12820 R"ng%a#( Ganng8me#a
> Pe(. R"ng%a#( 1*820 R"ng%a#( Ganng8me#a
> Pe(. R"ng%a#( 1*82* R"ng%a#( Ganng8me#a
> Pe(. R"ng%a#( 2082* R"ng%a#( Ganng8Me#a
> Pe(. R"ng%a#( K!a > K!a ,e$n 1281* B3( K. 175 B-+ B3( B+-+()
> Pe(. R"ng%a#( K!a > K!a ,e$n 12820 B3( K. 175 B-+ B3( B+-+()
> Pe(. R"ng%a#( K!a > K!a ,e$n 1*820 B3( K. 175 B-+ B3( B+-+()
& Pe(. P#a ,e$n > Pe(. P#a ,e$n T 10 4m+ K. 19* B3( K. 175 B-+ B3( B+-+()
175."2 ) 1. *2
1"7.58 ) 1. *2
112.10 ) 1"."" *2
80.00 ) 10.00 *2
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
4 !aka(;
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp Rp
Rp Rp Rp
Rp H.6 PEKERJAAN PENUTUP ATAP
I.6
H.6.-2 Memasang 1 M2 Aap Geneng Mea# 1.020 )"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
57,000.00 21,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
H.6.-6 Memasang 1 1.100 0.050 0.250 0.150 0.015 0.01&
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
57,000.00 2*,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
H.6.-= Memasang 1 M2 Aap Seng Ge#$m%ang 0.700 )" eng
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
&4,800.00 2*,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
H.6.-/ Memasang 1 0.&00 0.040 0.150 0.070 0.008 0.00$
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
$&,800.00 2*,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
1$,500.00 2*,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
M' N$( Geneng Mea# )" =ok genteng %etal Kg !aku B(a'a 1/2 - 1 + !eke"3a + ukang kayu + Kepala ukang Kayu + %an#o"
M' Aap N$( Seng )" eng !lat B 0.&0 Kg !aku B(a'a 1/2 - 1 + !eke"3a + ukang kayu + Kepala ukang Kayu + %an#o"
PEKERJAAN LANGIT > LANGIT8PLAF5ND I.6.1
Memasang 1 M2 #ang">#ang" as%es semen+ e%a# &mm+ *mm+ !an 6mm 1.100 %2 >te"n(t 1 1 a)u'men @ Rp 0.010 Kg !aku )(a'a 1/2 - 1 @ Rp 0.0&0 + !eke"3a @ Rp 0.070 + ukang kayu @ Rp 0.007 + Kepala ukang Kayu @ Rp 0.002 + %an#o" @ Rp
I.6.*
Memasang 1 0.&75 0.0&0 0.070 0.100 0.010 0.004
M2 #ang">#ang" r"p#e(s (ran 12072&03 m+ e%a# -mm+ &mm+ !an 6mm )" %ul"(plek' 1.22 2.44 4 mm @ Rp 5$,000.00 Rp Kg !aku )(a'a 1/2 - 1 @ Rp 2*,000.00 Rp + !eke"3a @ Rp &2,500.00 Rp + ukang kayu @ Rp 47,500.00 Rp + Kepala ukang Kayu @ Rp 5&,000.00 Rp + %an#o" @ Rp 48,000.00 Rp Rp
I.6.9
Memasang 1 0.&$4 0.110 0.100 0.050 0.005
M2 #ang">#ang" g
Rp Rp Rp Rp Rp
0.005
+
%an#o"
@ Rp
48,000.00
I.6.9 > SPL Memasang 1 M2 #ang">#ang" Ka#s"%$ar! %$ar! (ran 12072&0763 mm+ e%a# 6 mm . " a 'y oa" mm p , . . g a u 'e "up , p , . 0.100 + !eke"3a @ Rp &2,500.00 . u ang ayu p , . . epa a u ang ayu p , . 0.005 + %an#o" @ Rp 48,000.00
I.6./ > SPL Memasang 1 M' #"s #ang">#ang" (a< 9 1.05 % ('t !la:on# Data" B 1.05 % ('t !la:on# !"o:(l 0.01 Kg !aku B(a'a 1/2 - 1 0.05 + !eke"3a 0.05 + ukang kayu 0.005 + Kepala ukang Kayu 0.00& + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
p p Rp p p Rp Rp
$,000.00 12,000.00 2*,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp
uml. 9 uml. B
J.6
Rp Rp
PEKERJAAN PIPA DAN SANITER J.6.1
J.6.2
J.6.&
J.6.*
Memasang 1 1.000 $ &.&00 1.100 0.001 0.1$0
, (#$se !!(8m$n$%#$( B+ ?lo'et #u#uk #u#)lok engkap A !e"lengkapan + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
@ Rp
1,777,500.00
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
Memasang 1 1.000 $.000 0.010 1.000 1.500 1.500 0.1$0
, (#$se ;$ng($( p$rse#en B+ ?lo'et 3ongkok Kg emen !o"tlan# %& !a'(" pa'ang + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
205,000.00 1,0$2.50 *7,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
Memasang 1 1.000 & $.000 0.010 1.000 1.000 0.&00 0.110
, r"n$"r B+ "(no(" A !e"lengkapan Kg emen !o"tlan# %& !a'(" pa'ang + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
@ Rp
1,*25,$00.00
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
1,0$2.50 *7,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
Memasang 1 1.000 12 $.000 0.010 1.200 1.450 0.150 0.100
, )asa@e# B+ a'ta:el ke"am(k A !e"lengkapan Kg emen !o"tlan# %& !a'(" pa'ang + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
@ Rp
28$,000.00
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
1,0$2.50 *7,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
J.6.2* Memasang 1 M' p"pa PB4 "pe AC !"ameer 182
Rp Rp Rp Rp Rp Rp Rp Rp Rp
1.200 &5 0.0&$ 0.0$0 0.00$ 0.002
% A + + + +
!(pa !C? 9 1/2 !e"lengkapan !eke"3a ukang p(pa Kepala ukang p(pa %an#o"
J.6.26 Memasang 1 M' p"pa PB4 "pe AC !"ameer -8& 1.200 % !(pa !C? 9 &/4 &5 A !e"lengkapan 0.0&$ + !eke"3a 0.0$0 + ukang p(pa 0.00$ + Kepala ukang p(pa 0.002 + %an#o"
J.6.29 Memasang 1 M' p"pa PB4 "pe AC !"ameer 1 1.200 % !(pa !C? 9 1 &5 A !e"lengkapan 0.0&$ + !eke"3a 0.0$0 + ukang p(pa 0.00$ + Kepala ukang p(pa 0.002 + %an#o"
@ Rp
*,125.00
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
@ Rp
*,$25.00
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
@ Rp
10,125.00
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
@ Rp
17,750.00
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp
J.6.2/ Memasang 1 1.200 &5 0.054 0.0*0 0.00* 0.00&
M' p"pa PB4 "pe D !"ameer 2 % !(pa !C? 2 D A !e"lengkapan + !eke"3a + ukang p(pa + Kepala ukang p(pa + %an#o"
J.6.-1 Memasang 1 1.200 &5 0.081 0.1&5 0.014 0.004
M' p"pa PB4 "pe D !"ameer - % !(pa !C? & D A !e"lengkapan + !eke"3a + ukang p(pa + Kepala ukang p(pa + %an#o"
@ Rp
25,&75.00
@ Rp @ Rp @ Rp @ Rp
&2,500.00 47,500.00 5&,000.00 48,000.00
J.6.-- Memasang 1 1.000 1.000 0.0&0 0.&00 0.0&0 0.002
, %a( " p"r"ng sa"n#es see# B+ a'+)a'(n 'ta(nle'' 'tel B+ ate"#"a(n acce'o"('' + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
20$,000.00 50,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
J.6.-* Memasang 1 9 1.000 B 1.000 0.025 0.010 0.100 0.010 0.005
, (ran !"ameer -8& aa 182 B+ K"an a(" )(a'a 1/2 B+ K"an a(" )(a'a &/4 B+ eal tape + !eke"3a + ukang p(pa + Kepala ukang p(pa + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
17,000.00 1*,000.00 &,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
58,000.00 &,500.00 &2,500.00 47,500.00
Rp Rp Rp Rp
uml. 9 uml. B Memasang 1 , S$p (ran 1.000 B+ top K"an 0.025 B+ eal tape 0.010 + !eke"3a 0.100 + ukang p(pa
@ Rp @ Rp @ Rp @ Rp
Rp Rp Rp Rp Rp Rp Rp
Rp Rp Rp Rp Rp Rp Rp
0.010 0.005
J.6.-6 Memasang 1 1.000 0.010 0.100 0.010 0.005
+ +
Kepala ukang p(pa %an#o"
, @#$$r !ra"n B+ Eloo" #"a(n ta(nlee' + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
@ Rp @ Rp
5&,000.00 48,000.00
Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp
&5,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
$&,800.00 2*,000.00 &,5*0,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
118,000.00 $2,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
M.6 PEKERJAAN ,ESI DAN ALUMINIUM K.6.1= Memasang 1 M' a#ang !aar8;ra" seng %;#s -0 1.050 )" eng !lat B 0.&0 0.015 Kg !aku B(a'a 1/2 - 1 0.01* %& Kayu kla' papan 0.200 + !eke"3a 0.400 + ukang )e'( 0.025 + Kepala ukang Be'( 0.010 + %an#o"
L.6
PEKERJAAN KUN4I DAN KA4A L.6.2 9 B
Memasang 1 , (n" anam %"asa 1.000 B+ Kunc( tanam )(a'a 2 lag 1.000 B+ Kunc( tanam )(a'a 1 lag 0.010 + !eke"3a 0.500 + ukang kayu 0.010 + Kepala ukang Kayu 0.005 + %an#o"
uml. 9 uml. B L.6.&
L.6.*
L.6.6
L.6./
Memasang 1 , (n" s"#"n!er 1.000 B+ Kunc( tanam '(l(n#e" 0.005 + !eke"3a 0.500 + ukang kayu 0.005 + Kepala ukang Kayu 0.0025 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp
215,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
Memasang 1 1.000 0.015 0.150 0.015 0.0008
, engse# p"n B+ >ng'el p(ntu 4 + !eke"3a + ukang kayu + Kepala ukang Kayu + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp
*,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
Memasang 1 1.000 0.010 0.100 0.010 0.0005
, engse# ;en!e#a B+ >ng'el 3en#ela & + !eke"3a + ukang kayu + Kepala ukang Kayu + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp
8,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
Memasang 1 , (a" ang"n 1.000 B+ Ka(t ang(n 0.015 + !eke"3a 0.150 + ukang kayu 0.015 + Kepala ukang Kayu
@ Rp @ Rp @ Rp @ Rp
10,000.00 &2,500.00 47,500.00 5&,000.00
Rp Rp Rp Rp
0.00075
@ Rp
48,000.00
Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp
8,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
L.6.10 Memasang 1 , !$$r #$ser 1.000 B+ Doo" clo'e"/e'panyolet 0.050 + !eke"3a 0.500 + ukang kayu 0.050 + Kepala ukang Kayu 0.0025 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp
115,*00.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
L.6.11 Memasang 1 , (n" se#$ 9 1.000 B+ Kunc( 'elot B 1.000 B+ Kunc( 'elot )(a'a 0.020 + !eke"3a 0.200 + ukang kayu 0.020 + Kepala ukang Kayu 0.0010 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
255,000.00 125,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
SPL
Memasang 1 1.000 0.010 0.100 0.010 0.00050
+
%an#o"
, gren!e# ;en!e#a B+ <"en#el 3en#ela + !eke"3a + ukang kayu + Kepala ukang Kayu + %an#o"
uml. 9 uml. B L.6.12 Memasang 1 , pegangan p"n8!$$r $#!er 1.000 B+ Doo" ol#e" 0.050 + !eke"3a 0.500 + ukang kayu 0.050 + Kepala ukang Kayu 0.0025 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp
250,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
L.6.19 Memasang 1 M2 (aa+ e%a# * mm 1.100 %2 Kaca Ry)en 5mm 0.015 + !eke"3a 0.150 + ukang kayu 0.015 + Kepala ukang Kayu 0.00075 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp
145,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
M.6.1& > SPL Memasang 1 M2 #ana" Keram"( (ran &07&03 m $.$&0 B+ egel ke"am(k 40 40 cm put(+ *.800 Kg emen !o"tlan# 0.045 %& !a'(" pa'ang 1.&00 Kg emen 6a"na 0.250 + !eke"3a 0.120 + ukang )atu 0.012 + Kepala ukang Batu 0.01& + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
8,1$$.$7 1,0$2.50 *7,500.00 15,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
M.6.-* Memasang 1 M2 #ana" (eram"( (ran -07-03 m 11.870 B+ egel ke"am(k &0 &0 cm put(+ 10.000 Kg emen !o"tlan# 0.045 %& !a'(" pa'ang 1.500 Kg emen 6a"na 0.$20 + !eke"3a 0.&50 + ukang )atu 0.0&5 + Kepala ukang Batu
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
&,150.00 1,0$2.50 *7,500.00 15,000.00 &2,500.00 47,500.00 5&,000.00
Rp Rp Rp Rp Rp Rp Rp
M.6 PEKERJAAN PENUTUP LANTAI DAN DINDING
0.0&0
@ Rp
48,000.00
Rp Rp
Memasang 1 M2 #ana" (eram"( (ran 207203 m 2$.500 B+ egel ke"am(k 20 20 cm ka'a" 10.400 Kg emen !o"tlan# 0.045 %& !a'(" pa'ang 1.$20 Kg emen 6a"na 0.$20 + !eke"3a 0.&50 + ukang )atu 0.0&5 + Kepala ukang Batu 0.0&0 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
1,740.00 1,0$2.50 *7,500.00 15,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
Memasang 1 21.000 *.&00 0.018 1.*40 0.$00 0.450 0.045 0.0&0
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
2,175.00 1,0$2.50 *7,500.00 15,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
M.6.26 Memasang 1 M p#"n Keram"( (ran 107&03 m 2.$50 B+ !l(nt Ke"am(k 10 40 cm 1.140 Kg emen !o"tlan# 0.00& %& !a'(" pa'ang 0.100 Kg emen 6a"na 0.0*0 + !eke"3a 0.0*0 + ukang )atu 0.00* + Kepala ukang Batu 0.005 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
2,448.00 1,0$2.50 *7,500.00 15,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
M.6.29 Memasang 1 M p#"n Keram"( (ran 107-03 m &.5&0 B+ !l(nt Ke"am(k 10 &0 cm 1.140 Kg emen !o"tlan# 0.00& %& !a'(" pa'ang 0.100 Kg emen 6a"na 0.0*0 + !eke"3a 0.0*0 + ukang )atu 0.00* + Kepala ukang Batu 0.005 + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
1,2$0.00 1,0$2.50 *7,500.00 15,000.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
2&,000.00 &&,700.00 &$,750.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
SPL
+
%an#o"
M2 !"n!"ng (eram"( (ran 2072*3 m B+ egel ke"am(k 20 25 cm 6a"na Kg emen !o"tlan# %& !a'(" pa'ang Kg emen 6a"na + !eke"3a + ukang )atu + Kepala ukang Batu + %an#o"
N.6 PEKERJAAN PENGE4ATAN N.6.9
N.6.=
Mengea 1 M2 %"!ang (a< #ama 0.150 Kg Dempul 0.170 Kg ?at #a'a" kayu 0.170 Kg ?at kayu 0.070 + !eke"3a 0.075 + ukang cat 0.008 + Kepala ukang ?at 0.00& + %an#o"
Mengea 1 M2 %"!ang (a< %ar 1 #ap"s p#am"r3+ 1 #ap"s a !asar+ 2 #ap"s a penp 0.200 Kg ?at men( @ Rp 1&,500.00 Rp
0.150 0.170 0.2$0 0.070 0.00* 0.00$ 0.0025
Kg Kg Kg + + + +
Dempul ?at #a'a" kayu ?at kayu !eke"3a ukang cat Kepala ukang ?at %an#o"
N.6.12 Me#a%r 1 M2 %"!ang (a< !engan a res"! !an er 0.&50 t" Re'(#u 0.100 + !eke"3a 0.00$ + %an#o"
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
2&,000.00 &&,700.00 &$,750.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp
5,200.00 &2,500.00 48,000.00
Rp Rp Rp Rp
N.6.1& Mengea 1 M2 em%$( %ar 1 #ap"s p#am"r+ 1 #ap"s a !asar+ !an 2 #ap"s a penp3 0.100 Kg !lamu" tem)ok @ Rp 1$,500.00 Rp 0.100 Kg ?at #a'a" tem)ok @ Rp 7,700.00 Rp 0.2$0 Kg ?at tem)ok K6. 2 @ Rp 1*,500.00 Rp 0.020 + !eke"3a @ Rp &2,500.00 Rp 0.0$& + ukang cat @ Rp 47,500.00 Rp 0.00$& + Kepala ukang ?at @ Rp 5&,000.00 Rp 0.0025 + %an#o" @ Rp 48,000.00 Rp Rp N.6.1* Mengea 1 M2 em%$( #ama 1 #ap"s a !asar+ 2 #ap"s a penp3 0.120 Kg ?at #a'a" tem)ok @ Rp 0.180 Kg ?at tem)ok K6. 2 @ Rp 0.028 + !eke"3a @ Rp 0.042 + ukang cat @ Rp 0.004 + Kepala ukang ?at @ Rp 0.005 + %an#o" @ Rp
7,700.00 1*,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp
2&,500.00 &2,500.00 47,500.00 5&,000.00 48,000.00
Rp Rp Rp Rp Rp Rp
SPL > 01 Menger;a(an 1 T""( Insa#as" Penerangan 12.000 % Ka)el =F% 22,5 mm 20.000 B+ Klem Ka)el =o. 10 1.000 B+ !(pa n'tala'( ('t"(k 1.000 B+ n)o6 Do' 4.000 B+ a' Dop 4.000 B+ 'ola'( 1.000 B+ - Do' 5/8 0.100 ' 9lat )antu 0.500 + ukang l('t"(k 0.500 + Kepala ukang l('t"(k
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
7,2*0.00 500.00 8,500.00 5,000.00 500.00 25,000.00 500.00 5,000.00 47,500.00 5&,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
SPL > 02 Menger;a(an 8.000 1$.000 2.000 1.000 $.000 2.000 1.000 0.100 0.500
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
7,2*0.00 500.00 8,500.00 5,000.00 500.00 25,000.00 500.00 5,000.00 47,500.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
SPL
Mengea 1 M2 aap seng 2 7 p$#es3 0.&00 Kg ?at eng 0.070 + !eke"3a 0.00* + ukang cat 0.00$ + Kepala ukang ?at 0.00& + %an#o"
PEKERJAAN LISTRIK
1 T""( Insa#as" S$p K$na( % Ka)el =F% 22,5 mm B+ Klem Ka)el =o. 10 B+ !(pa n'tala'( ('t"(k B+ n)o6 Do' B+ a' Dop B+ 'ola'( B+ - Do' 5/8 ' 9lat )antu + ukang l('t"(k
0.500
+
Kepala ukang l('t"(k
@ Rp
5&,000.00
Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp
25,575.00 74,1$1.25 10&,2&0.00 57&,7&5.&4 25,404.50
Rp Rp Rp Rp Rp Rp
@ Rp @ Rp @ Rp @ Rp @ Rp @ Rp
1,&50.00 77,500.00 47,500.00 5&,000.00 &2,500.00 48,000.00
Rp Rp Rp Rp Rp Rp Rp
PEKERJAAN SALURAN SPL
Menger;a(an 1 M' Sa#ran Ke#"#"ng ,angnan 0.420 %&
PEKERJAAN PABING ,L54K SPL
Menger;a(an 50.000 0.150 0.&11 0.0&1 0.500 0.025
1 M2 B+ %& + + + +
Pasangan Pa?"ng ,#$( !aI(ng Block K. 225, H 8 ?m !a'(" u"ug ukang Batu Kepala ukang Batu !eke"3a %an#o"
21,875.00 2,$5$.25 5&5.00 1,818.00 2&4,720.00 1,2*0.00 2,080.00 *,500.00 1&,000.00 1,0$0.00 *$0.00 28*,4*4.25
&*,120.00 4&0.00 25,1&0.00 4,750.00 &,250.00 5&0.00 240.00 7&,450.00
21,875.00 58$,800.00 18,275.00 1&,750.00 &7,187.50 14,$25.00 10,700.00 &0,&00.00 18,000.00 15,*50.00 270,000.00 8,000.00 *,&00.00 4,050.00 *5,000.00 47,500.00 $5,000.00 15,*00.00 2,400.00 1,284,$12.50
24,&75.00 1,200.00 25,575.00
812.50 &84.00 1,1*$.50
1$,250.00 2,400.00 18,$50.00
*&,000.00 *,750.00 480.00 10&,2&0.00
84,000.00 *,750.00 480.00 *4,2&0.00
180,000.00 8,125.00 1,200.00 18*,&25.00
108,000.00 17&,187.50 50,700.00 71,250.00 1*,500.00 &,180.00 &,$00.00 42*,417.50
108,000.00 &&,480.00 25,&50.00 18,525.00 2,0$7.00 1,872.00 18*,2*4.00
84,000.00 28,20*.&8 *,0$7.50 1*,500.00 *,500.00 1,0$0.00 1,440.00 152,77$.88
84,000.00 2&,587.50 *,*45.00 1*,500.00 *,500.00 1,0$0.00 1,440.00 14*,0&2.50
42,000.00 12,218.75 4,1*2.50 *,750.00
4,750.00 5&0.00 720.00 74,1$1.25
42,000.00 10,285.00 4,&87.50 *,750.00 4,750.00 5&0.00 720.00 72,422.50
8,2$2.00 2,242.50 $,500.00 7,125.00 7*5.00 480.00 25,404.50
5,508.00 2,5&5.00 $,500.00 7,125.00 7*5.00 480.00 22,*4&.00
5&1.25 1,2$7.50 1,852.50 18,050.00 2,014.00 144.00 2&,85*.25
&,45&.1& 4,875.00 4,750.00 5&0.00 &84.00 1&,**2.1&
8,004,150.00 2$,875.00 12,500.00 1*5,000.00 *50,000.00 10$,000.00 14,400.00 *,&08,*25.00
&,*12,000.00 2$,875.00 12,500.00 1*5,000.00 855,000.00
10$,000.00 14,400.00 5,121,775.00
14&,$00.00 1,075.00 11,&75.00 4*,875.00 5,5$5.00 8$4.00 212,&54.00
&11,850.00 $,250.00 &2,500.00 118,750.00 1&,250.00 2,400.00 485,000.00
187,110.00 &,750.00 2$,000.00 *5,000.00 10,$00.00 1,*20.00 &24,&80.00
4*8,*$0.00 $,250.00 &2,500.00 142,500.00 15,*00.00 2,400.00 $*8,510.00
8*,750.00 870.00 $,250.00 *$,000.00 1*,500.00 *5,000.00 10,$00.00 1,440.00 &1*,410.00
8*,750.00 870.00 $,250.00 8*,000.00 12&,200.00 1*,500.00 118,750.00 1&,250.00 1,440.00 4$2,010.00
4$7,775.00 4,&50.00
1$,250.00 *5,000.00 10,$00.00 1,200.00 5*5,175.00
&,58$,000.00 187,500.00 120,400.00 1&0,000.00 570,000.00 $&,$00.00 *,$00.00 4,$$7,100.00
&,58$,000.00 187,500.00 $4,500.00 78,000.00 &42,000.00 &8,1$0.00 5,7$0.00 4,&01,*20.00
45,$40.00 18,582.00 5,&75.00 &,250.00 4,750.00 5&0.00 240.00 78,&$7.00
50,204.00 4,&00.00 4,875.00 11,875.00 1,&25.00 &,$00.00 7$,17*.00
&4,425.$0 4,&00.00 4,875.00 11,875.00 1,&25.00 &,$00.00 $0,400.$0
45,$40.00 5,&75.00 $,500.00 14,250.00 1,5*0.00 480.00 7&,8&5.00
84,1**.50 2,150.00
&,250.00 *,500.00 1,&25.00 240.00 100,$$4.50
&8,772.00 1,$12.50 &,250.00 *,500.00 1,1*2.50 240.00 54,5$7.00
84,1**.50 1,075.00 &,250.00 *,500.00 1,0$0.00 240.00 **,&24.50
2$2,4&7.50 $$,41$.4& 14*,480.00 5*,125.00 5&,$25.00 1&,0$2.50 1,484.00 &,*84.00 $0*,$14.4&
244,&75.00 $8,250.71 15&,$$*.$& 55,000.00 &*,000.00 *,500.00 1,0$0.00 2,880.00 57&,7&5.&4
&4$,&75.00 58,085.71 15&,*$8.8* 5*,125.00 5&,$25.00 1&,0$2.50 1,484.00 &,*84.00 $8*,710.10
&*4,187.50
5&,&47.14 15$,$$2.22 5*,125.00 5&,$25.00 1&,0$2.50 1,484.00 &,*84.00 7&5,477.&7
157,500.00 2,400.00 2,275.00 &,&25.00 &71.00 1*2.00 1$$,0$&.00 1$,$0$.&0
82,880.00 $,450.00 &50.00 1$,*00.00 12,&50.00 1,&78.00 1,248.00 121,55$.00
41,440.00 $,450.00 &50.00 1$,*00.00 12,&50.00 1,&78.00 1,248.00 80,11$.00
*&,240.00 $,450.00 &50.00 1$,*00.00 12,&50.00 1,&78.00 1,248.00 1&1,*1$.00
2&,&10.00 $,450.00 &50.00 1$,*00.00 12,&50.00 1,&78.00 1,248.00 $1,*8$.00
82,880.00 8,$00.00 700.00 48,*00.00
&8,$75.00 &5,000.00 21,450.00 15,$75.00 1,74*.00 1,584.00 255,21&.00
20,720.00 8,$00.00 700.00 12,225.00 *,$$8.75 8,750.00 21,450.00 15,$75.00 1,74*.00 1,584.00 101,121.75
82,880.00 8,$00.00 700.00 58,$80.00 &8,$75.00 &5,000.00 21,450.00 15,$75.00 1,74*.00 1,584.00 2$4,**&.00
27,$2$.$7 8,$00.00 700.00 14,$70.00 *,$$8.75 8,750.00 21,450.00 15,$75.00 1,74*.00 1,584.00 110,47&.42
82,880.00 8,$00.00 700.00 48,*00.00 &8,$75.00 105,000.00 21,450.00 15,$75.00 1,74*.00 1,584.00 &25,21&.00
20,720.00 8,$00.00 700.00 12,225.00 *,$$8.75 2$,250.00 21,450.00 15,$75.00 1,74*.00 1,584.00 118,$21.75
$2,1$0.00 8,$00.00 700.00 $5,200.00 &8,$75.00 52,500.00 100,000.00 21,450.00 15,$75.00 1,74*.00 1,584.00 &$8,2*&.00
15,540.00 8,$00.00 700.00 1$,&00.00 *,$$8.75 1&,125.00 50,000.00 21,450.00 15,$75.00 1,74*.00 1,584.00 154,&*1.75
$2,1$0.00 8,$00.00 525.00 48,*00.00 &8,$75.00 &5,000.00 21,450.00 15,$75.00 1,74*.00 1,584.00 2&4,&18.00
&1,080.00 8,$00.00 525.00
24,450.00 1*,&&7.50 17,500.00 21,450.00 15,$75.00 1,74*.00 1,584.00 141,*50.50
$8*,710.10 2,*11,41$.52 1,0&2,$8$.7$ 4,$&&,81&.&8
$8*,710.10 2,18&,2&0.2$ 1,0&2,$8$.7$ &,*05,$27.12
$8*,710.10 1,8$1,5$$.2& 82$,27&.&8 &,&77,54*.71
$8*,710.10 2,&74,451.81 82$,27&.&8 &,8*0,4&5.2*
$8*,710.10 2,27$,&*1.$0 $1*,8$0.00 &,585,*$1.71
7&5,477.&7 2,414,888.15 2,022,4&5.00 5,172,800.51
$8*,710.10 2,&2*,5&1.7$ 1,21&,4$1.00 4,2&2,702.87
$8*,710.10 2,*11,41$.52 1,51$,82$.25 5,117,*52.87
$8*,710.10 2,*11,41$.52 1,840,487.12 5,441,$1&.74
$8*,710.10 2,284,$*4.75 1,840,487.12 4,814,8*1.*8
$8*,710.10 1,8$1,5$$.2& 1,472,$10.$4 4,02&,88$.*8
$8*,710.10 2,284,$*4.75 1,840,487.12 4,814,8*1.*8
$8*,710.10 1,8$1,5$$.2& 2,024,*77.7& 4,57$,254.0$
$8*,710.10 2,575,471.07 1,*14,504.&1 5,17*,$85.48
7&5,477.&7 2,27$,&*1.$0 1,54$,$27.8& 4,558,4*$.80
$8*,710.10 2,*11,41$.52 1,840,487.12 5,441,$1&.74
$8*,710.10 2,284,$*4.75 1,840,487.12 4,814,8*1.*8
$8*,710.10 1,8$1,5$$.2& 1,472,$10.$4 4,02&,88$.*8
$8*,710.10 1,&28,504.00 1,18$,217.50
&,204,4&1.$0
58,140.00 4,&00.00 $,500.00 4,750.00 5&0.00 48.00 74,2$8.00
$2,700.00 1,450.00 8,125.00 7,125.00 7*5.00 $24.00 80,81*.00
24,&$0.00 580.00 &,*00.00 2,850.00 &18.00 288.00 &2,2*$.00
1*,140.00 1,1$0.00 4,875.00 &,&25.00 424.00 288.00 2*,212.00
18,150.00 2*0.00 *75.00 &,&25.00 &71.00 *$.00 2&,207.00
21,000.00 870.00 2,275.00 4,750.00 5&0.00 1*2.00 2*,$17.00
20,&84.00 2,200.00 &,250.00 2,&75.00 2$5.00
240.00 28,714.00
, . , . &,250.00 , . . 240.00 28,714.00
$,&00.00 12,$00.00 2*0.00 1,$25.00 2,&75.00 2$5.00 144.00 10,***.00 17,2**.00
1,777,500.00 10$,$50.00 107,250.00 52,250.00 5&.00 7,$80.00 2,051,&8&.00
205,000.00 $,&75.00 *75.00 &2,500.00 71,250.00 7*,500.00 7,$80.00 40&,280.00
1,*25,$00.00 57,7$8.00 $,&75.00 *75.00 &2,500.00 47,500.00 15,*00.00 5,280.00 2,0*1,8*8.00
28$,000.00 &4,&20.00 $,&75.00 *75.00 &*,000.00 $8,875.00 7,*50.00 4,800.00 448,2*5.00
10,*50.00 &,1*&.75 1,170.00 2,850.00 &18.00 8$.40 18,5$8.15
11,550.00 &,&$8.75 1,170.00 2,850.00 &18.00 8$.40 1*,&4&.15
12,150.00 &,54&.75 1,170.00 2,850.00 &18.00 8$.40 20,118.15
21,&00.00 $,212.50 1,755.00 4,275.00 477.00 12*.$0 &4,14*.10
&0,450.00 8,881.25 2,$&2.50 $,412.50 715.50 1*$.80 4*,288.55
20$,000.00 50,000.00 *75.00 14,250.00 1,5*0.00 72.00 272,887.00
17,000.00 1*,000.00 87.50 &25.00 4,750.00 5&0.00 240.00 22,*&2.50 24,*&2.50
58,000.00 87.50 &25.00 4,750.00
5&0.00 240.00 $&,*&2.50
&5,000.00 &25.00 4,750.00 5&0.00 240.00 40,845.00
$$,**0.00 4&5.00 $8,210.00 $,500.00 1*,000.00 1,&25.00 480.00 1$2,*40.00
118,000.00 $2,000.00 &25.00 2&,750.00 5&0.00 240.00 142,845.00 8$,845.00
215,000.00 1$2.50 2&,750.00 2$5.00 120.00 2&*,2*7.50
*,000.00 487.50 7,125.00 7*5.00 &$.00 17,44&.50
8,000.00 &25.00 4,750.00 5&0.00 24.00 1&,$2*.00
10,000.00 487.50 7,125.00 7*5.00
&$.00 18,44&.50
8,000.00 &25.00 4,750.00 5&0.00 24.00 1&,$2*.00
115,*00.00 1,$25.00 2&,750.00 2,$50.00 120.00 144,045.00
255,000.00 125,000.00 $50.00 *,500.00 1,0$0.00 48.00 2$$,258.00 1&$,258.00
250,000.00 1,$25.00 2&,750.00 2,$50.00 120.00 278,145.00
15*,500.00 487.50 7,125.00 7*5.00 &$.00 1$7,*4&.50
54,145.00 10,412.50 4,&87.50 1*,500.00 8,125.00 5,700.00 $&$.00 $24.00 10&,5&0.00
&7,&*0.50 10,$25.00 4,&87.50 22,500.00 20,150.00 1$,$25.00 1,855.00
1,440.00 114,*7&.00
4$,110.00 11,050.00 4,&87.50 24,&00.00 20,150.00 1$,$25.00 1,855.00 1,440.00 125,*17.50
45,$75.00 *,881.25 1,755.00 2*,100.00 1*,500.00 21,&75.00 2,&85.00 1,440.00 1&1,111.25
$,487.20 1,211.25 2*2.50 1,500.00 2,*25.00 4,275.00 477.00 240.00 17,407.*5
4,447.80 1,211.25 2*2.50 1,500.00 2,*25.00 4,275.00 477.00 240.00 15,&$8.55
&,450.00 5,72*.00 $,247.50 2,275.00 &,5$2.50 &*7.50 120.00 21,781.50
2,700.00
&,450.00 5,72*.00 *,555.00 2,275.00 427.50 &18.00 120.00 24,574.50
1,820.00 &,250.00 288.00 5,&58.00
1,$50.00 770.00 5,070.00 $50.00 2,**2.50 &&&.*0 120.00 11,58$.40
*24.00 &,510.00 *10.00 1,**5.00 222.$0 240.00 7,801.$0
7,050.00 2,275.00 427.50 &18.00 120.00 10,1*0.50
87,480.00 10,000.00 8,500.00 5,000.00 2,000.00 100,000.00 500.00 500.00 2&,750.00 2$,500.00 2$4,2&0.00
58,&20.00 8,000.00 17,000.00 5,000.00 &,000.00 50,000.00 500.00 500.00 2&,750.00
2$,500.00 1*2,570.00
10,741.50 10&,825.75 &,$1&.05 12,048.44 &5,5$$.&0 1$5,7*5.04
$7,500.00 11,$25.00 14,772.50 1,$4&.00 1$,250.00 1,200.00 112,**0.50
DAFTAR HARGA ,AHAN DAN UPAH DATARAN TINGGI Tan Anggaran 2010 I.
HARGA ,AHAN
B99= B9, !9R, ?!!=< D9= B9 %>R9 Batu gunung Batu Kal( Batu )ela+ 7/10 Batu peca+ 5/7 !a'(" pa'ang !a'(" )eton !a'(" )eton Kg !a'(" u"ug 'pl(t/c+(pp(ng 2-& cm 'pl(t/c+(pp(ng 2-& cmKg ana+ (m)unan K"(k(l K"(k(l Kg ("tu Batu me"a+ !aI(ng Block K. 225, H 8 ?m !aI(ng Block K. &00, H 8 ?m 9("
9 %& %& %& %& %& %& Kg %& %& Kg %& %& Kg %& B+ B+ B+ t"
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
9R<9 *0,000.00 *0,000.00 1&7,000.00 1$7,000.00 *7,500.00 107,000.00 7$.4& 77,500.00 202,000.00 14*.$& 70,000.00 *0,000.00 $$.$7 150,000.00 $00.00 1,&50.00 1,500.00 275.00
B99= >%>= emen !? 50kg Jak emen !o"tlan# emen !? 40 kg Jak emen =at emen !ut(+ emen 6a"na
ak Kg ak Kg ak Kg
Rp. Rp. Rp. Rp. Rp. Rp.
52,000.00 1,0$2.50 42,500.00 15,000.00 55,000.00 15,000.00
B99= B> Be'( )eton polo' Ka6at )eton !aku B(a'a 1/2 - 1 !aku )(a'a 2 - 5 !aku a')e' !aku )eton !aku panc(ng !aku eng Be'( 't"(p !aku 'ek"up &,5 !aku 'ek"up 4-$ !aku ek"up %o" !elap(' !(ntu !C? "e6'/'ek"up
Kg Kg Kg Kg Kg Do' Kg Kg Kg Kg Kg B+ B+ B+
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
15,000.00 1$,000.00 2*,000.00 21,500.00 2*,000.00 2*,000.00 2*,000.00 2*,000.00 12,500.00 20,000.00 22,000.00 &,000.00 &50,000.00 2,000.00
B99= !9!= %ul"(plek' 1.22 2.44 4 mm %ult(plek' 1.22 2.44 $ mm %ult(plek' 1.22 2.44 * mm
)" )" )" )" )" )" )" )" % % B+ Kg Roll
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
5$,000.00 $7,500.00 110,500.00 5$,000.00 5$,000.00 1$,500.00 8*,000.00 *$,000.00 $,000.00 12,000.00 2,000.00 4,500.00 25,000.00
B99= K>R9%K egel ke"am(k 40 40 cm put(+ egel ke"am(k &0 &0 cm put(+ egel ke"am(k 20 20 cm ka'a" egel ke"am(k 20 20 cm put(+ egel ke"am(k 20 25 cm 6a"na egel ke"am(k 10 10 cm put(+ egel ke"am(k 40 40 cm egel ke"am(k &0 &0 cm (mp"e''o egel ke"am(k 20 20 cm k(a egel ke"am(k 20 25 cm k(a !l(nt Ke"am(k 10 40 cm !l(nt Ke"am(k 10 &0 cm
B+ B+ B+ B+ Do' Do' Do' Do' Do' Do' B+ B+
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
8,1$$.$7 &,150.00 1,740.00 1,740.00 2,175.00 500.00 4*,000.00 &4,500.00 4&,500.00 4&,500.00 2,448.00 1,2$0.00
B99= 99!
B+ %2 B+ )" %
Rp. Rp. Rp. Rp. Rp.
*,500.00 11,750.00 22,000.00 57,000.00 57,000.00
B99= >=
)" )" )" )" )" )" )" )"
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
47,800.00 52,800.00 $&,800.00 $$,800.00 &4,200.00 &4,500.00 &4,800.00 &5,100.00
B99= K9F Kayu kla' )alok untuk ku#a-ku#a Kayu kla' )alok Kayu kla' papan Kayu kla' )alok Kayu kla' papan Kayu kla' papan l('tplank #an p(ntu/3en#ela Dolken kayu Ø8-10/400 cm Kayu kla' )alok untuk ko'en p(ntu/3en#ela
%& %& %& %& %& %& Btg %&
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
5,815,000.00 &,2$0,000.00 &,5*0,000.00 1,775,000.00 2,072,000.00 7,7*$,250.00 17,500.00 7,27$,500.00
B99= K=?, >=<>,
B+ B+ B+ B+ B+ B+ B+ B+ B+ B+ B+ B+
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
118,000.00 215,000.00 255,000.00 125,000.00 $2,000.00 *,000.00 8,000.00 8,000.00 10,000.00 &1,500.00 115,*00.00 250,000.00
B99= K9?9 Kaca )en(ng & mm Kaca )en(ng 5 mm Kaca )u"am 5 mm Kaca Ry)en 5mm Kaca nako lengkap te"al('
%2 %2 %2 %2 'et
Rp. Rp. Rp. Rp. Rp.
80,000.00 100,000.00 171,000.00 145,000.00 1&5,000.00
B99= ?9
?at tem)ok K6. 1 ?at tem)ok K6. 2 ?at eng ?at kayu ?at Be'( %(nyak )ek('t(ng ?at men( !lamu" tem)ok em kayu Re'(#u Ke"ta' ampla' Dempul %(nyak cat ?at #a'a" tem)ok ?at #a'a" kayu
Kg Kg Kg Kg Kg t" Kg Kg Kg t" )" Kg Kg Kg Kg
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
54,000.00 1*,500.00 2&,500.00 &$,750.00 &7,000.00 &,500.00 1&,500.00 1$,500.00 12,500.00 5,200.00 4,000.00 2&,000.00 $,500.00 7,700.00 &&,700.00
B99= 9=9 ?lo'et #u#uk Du#)lok engkap ?lo'et 3ongkok "(no(" a'ta:el Ke"am(k Eloo" #"a(n ta(nlee' eal tape K"an a(" B(a'a 1/2 K"an a(" B(a'a &/4 top k"an a'+)a'(n 'ta(nle'' 'tel ate"#"a(n 9cce'o"('' Re'e"Io(" 'ta(nle'' 'teel Kap. 1 %& Re'e"Io(" E()e" Kap. 1 %& Re'e"Io(" E()e" Kap. 2 %& empat a)un D(n#(ng a"(ngan got
B+ B+ B+ B+ B+ B+ B+ B+ B+ B+ B+ B+ B+ B+ B+ B+
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,777,500.00 205,000.00 1,*25,$00.00 28$,000.00 &5,000.00 &,500.00 17,000.00 1*,000.00 58,000.00 20$,000.00 50,000.00 2,7&5,000.00 1,11*,500.00 2,775,000.00 *0,000.00 &5,000.00
B99= !!9 !(pa !C? 9 1/2 !(pa !C? 9 1 !(pa !C? 9 1 1/2 !(pa !C? 9 &/4 !(pa !C? 8 D !(pa !C? 4 D !(pa !C? & D !(pa !C? 2,5 !(pa !C? 2 D em p(pa
% % % % % % % % % Klg
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
*,125.00 10,125.00 1$,125.00 *,$25.00 75,750.00 &7,750.00 25,&75.00 1*,$25.00 17,750.00 &5,000.00
B99= RK ampu !(3a" 40 att ampu !(3a" 15 att ampu Do6nl(g+t Kec(l ampu Do6nl(g+t e#ang ampu Do6nl(g+t Be'a" ampu 1 10 att ampu 1 20 att ampu 2 20 att ampu -> 15 att ampu -> 18 att ampu -> 2& att ampu (a' top Kontak top Kontak 9? akla" unggal akla"
B+ B+ B+ B+ B+ B+ B+ B+ B+ et B+ et B+ B+ B+ B+ B+
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
8,500.00 7,500.00 1*,200.00 4&,200.00 50,400.00 44,000.00 4*,000.00 85,000.00 &&,$00.00 &$,000.00 42,000.00 1,500,000.00 14,500.00 75,000.00 1&,000.00 14,000.00 500.00
!(pa n'tala'( ('t"(k n)o6 Do' a' Dop 'ola'( - Do' 5/8 E(tt(ng Ka)el =F% 22,5 mm Ka)el =F% &2,5 mm Eu'e Bo 9lat )antu
B+ B+ B+ B+ B+ B+ % % B+ '
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
8,500.00 5,000.00 500.00 25,000.00 500.00 11,500.00 7,2*0.00 11,200.00 12&,000.00 5,000.00
B99= 9= - 9= pace"/:o"m(te/pen3aga 3a"ak )ek('t(ng ekt"up E(e" !ompa 9("
B+ B+ n(t
Rp. Rp. Rp.
25,000.00 1,850.00 700,000.00
+ + + + + + + + + + + + + + + +
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
47,500.00 47,500.00 47,500.00 47,500.00 47,500.00 47,500.00 47,500.00 47,500.00 5&,000.00 5&,000.00 5&,000.00 5&,000.00 5&,000.00 5&,000.00 48,000.00 &2,500.00
II.
HARGA UPAH KERJA
ukang kayu ukang la' ukang !(pa ukang gal( ukang )atu ukang )e'( ukang cat ukang l('t"(k Kepala ukang Kayu Kepala ukang Batu Kepala ukang ?at Kepala ukang ('t"(k Kepala ukang !(pa Kepala ukang Be'( %an#o" !eke"3a
PEMERINTAH KABUPATEN GOWA GO WA
DINAS PEKERJAAN UMUM
REN4ANA ANGGARAN ,IA:A RA,3
KEGIATAN REHABILITASI SEDANG/BERAT FASILITAS UMUM KABUPATEN GOWA PEKERJAAN ENGINEERING DESIGN (DED) REHAB. KANTOR DESA/KELURAHAN
LOKASI : KECAMATAN PARANGLOE DESA/KELURAHAN : KELURAHAN BONTOPARANG
Kon'ultan !e"encana G
DINAS KESEHATAN KA,UPATEN ENREKANG
REKAPITULASI ANGGARAN ,IA:A RA,3
PEMBANGUNAN GEDUNG DINAS KESEHATAN KAB. ENREKANG
Kon'ultan !e"encana G
REN4ANA ANGGARAN ,IA:A
Pe(er;aan
YEK PENGEMBANGAN UNIVERSITAS ISLAM MAKAS (UIM) L$(as"
Jl. Perini! Ke"er#e$%%n & K'% M%$%!!%r
Kon'ultan !e"encana G
PT. PRAPRIMADANI PRATAMA Architect Planne r,Suer!i"i