RAB. ..Pustu FIX.xlsx
Transcript of RAB. ..Pustu FIX.xlsx
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PERHITUNGAN VOLUME PEKERJAAN
NO. URAIAN PEKERJAAN PERHITUNGAN
I PEKERJAAN PERSIAPAN
1 Pek. Pengukuran/Pasangan Bowuplank
Panjang Lebar
15.000 10.000
2 Pek. Pembersihan Lokasi
3 Pek. Pengadaan P3K
4 Pek. ireksi Kee!
II PEKERJAAN TANAH DAN PASIR
1 Pek. "alian #anah Pondasi
Galian Tipe A
$isi %!as #inggi Panjang
0.&'0 0.(00 0.'50 &2.500
Galian Tipe B
$isi %!as #inggi Panjang
0.&'0 0.(00 0.'50 50.000
2 Pek. #imbunan Kembali 1/4 dari galian !anah3 Pek. #imbunan #anah
Panjang Lebar #ebal
11.000 10.000 0.200
)olume * 11 + 10 + 0,2 * 22 -3
RUMAH SEDERHANA TYPE 100/10 M!
Panjang Bowuplank * 2+10 15 * 50 -1
Bawah
Bawah
(0
43
'5
'5
&'
55
20
10.0
0
15.00
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4 Pek. $ir!u Bawah Lan!ai
Panjang Lebar #ebal
11.000 10.000 0.150
)olume * 11 + 10 + 0,15 * 1',5 -3
5 Pek. Pasir rug Bawah Pondasi
Tipe I
Panjang Lebar #ebal
&2.500 0.(00 0.050
)olume * &2,5 + 0,( + 0,05 * 3,23(5 -3
Tipe II
Panjang Lebar #ebal
50.000 0.430 0.050
)olume * 50 + 0,43 + 0,05 * 1,0(5 -3
' Pek. Pasir rug Bawah Lan!aiPanjang Lebar #ebal
11.000 10.000 0.050
)olume * 11 + 10 + 0,05 * 5,5 -3
III PEKERJAAN PONDASI
1 Pek. %ns!amping Ba!u "unung
Tipe I
Panjang Lebar #ebal
&2.500 0.(00 0.200
)olume * &2,5 + 0,( + 0,2 * 12,&5 -3
Tipe II
Panjang Lebar #ebal
50.000 0.430 0.200
)olume * 50 + 0,43 + 0,2 * 4,3 -3
2 Pek. Pondasi Ba!u "unung 1 5
P"n#a$i Tipe A
$isi %!as #inggi Panjang0.250 0.'00 0.'00 &2.500
23.5
P"n#a$i Tipe B
Bawah
(0
5 5
43
15
5
70
20
43
20
60
25
20
60
60
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$isi %!as #inggi Panjang
0.200 0.30 0.'00 50.000
)olume * 1/2 0.200.3 +0.'0+50 * .(0 -3
.(00
IV PEKERJAAN BETON
1 Pek. $loe 15/20
Lebar #inggi Panjang
0.150 0.200 142.500
)olume * 0.15 + 0.20 + 142.5 * 4.2(5 -3
142.500 .000 0.&0
&50.000 0.'40 0.220
2 Pek. Kolom Prak!is 15+15
$isi sisi !inggi jumlah Panjang
0.150 0.150 3.000 33.000 &&.000
0.150 0.150 4.250 14.000 5&.500
0.150 0.150 1.200 '.000 (.200
1%.&00
1'5.(00 4.000 0.&0
1,104.( 0.'40 0.220
3 Pek. ingbalk 10/20
Lebar #inggi Panjang
0.150 0.200 155.500
)olume * 0.15 + 0.20 + 155.5 * 4.''5 -3
155.500 .000 0.&01,03'.( 0.'40 0.220
4 Pek. Pla! Leuel %ir 6ujan
Panjang Lebar #ebal )olume
4.000 3.000 0.120 1.440
4.000 2.000 0.120 0.&'0
!.'00
4.000 20.000 0.&0
3.0 2'.''( 0.&0
4.000 13.333 0.&0
2.0 2'.''( 0.&0
V PEKERJAAN DINDING DAN PLESTERAN
Bawah
#ulangan 7 12
7 '815
#ulangan 4 7 12
7 '815
#ulangan 7 127 '815
#ulangan 7 12815
7 12815
7 12815
7 12815
38
20
15
15
15
20
15
12
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1 Pek. inding 1/2 Ba!a
Kusen Panjang Lebar 9umlah Luas
P1 2.'00 2.100 1.000 5.4'0
P2 2.'00 0.&00 5.000 11.(00
P3 2.150 0.&00 2.000 3.(0
91 2.150 1.'00 1.000 3.440
92 2.150 1.350 2.000 5.05
93 2.150 2.000 2.000 .'00
().)&
#embok
Panjang !inggi Luas
&&.500 3.500 34.250
1'.000 4.250 '.000
.000 1.200 &.'00
(.500 2.'00 1&.500
''.(0
#embok Kusen Luas #ebal V"l*+e
445.350 3.(5 40'.4(5 0.110 ''.&1!
2 Pek. Ples!eran #embok 1/2 Ba!a Luas $isi Luas
40'.4(5 2.000 )1!.,0
4 Pek. %:ian #embok Be!on * Ples!eran #embok
VI PEKERJAAN KAP
#o!al
1 Pek. Kuda8kuda #ipe KK /12 '/12 9umlah /12
KK1 (.((0 15.(00 3.000 23.310
KK2 '.4(0 10.5'0 1.000 '.4(0
KK3 4.'00 23.4&0 2.000 &.200
KK4 2.50 '.410 .000 22.00
%1.&)0
Panjang Lebar #ebal V"l*+e
Balok /12 '1.(0 0.120 0.00 0.,(
Balok '/12 155.&20 0.120 0.0'0 1.1!(
2 Pek. Balok Bubungan 5/10 Panjang Lebar #ebal V"l*+e
10.100 0.120 0.00 0.0,&
3 Pek. Balok "urding '/12
Panjang Lebar #ebal 9umlah )olume
10.100 0.120 0.0'0 10.000 0.(2(
3.500 0.120 0.0'0 1'.000 0.403
&0 &0210
215
P1 P2 P3
2'0
91 92 93
215
1'0 135 200
32
121
54(
121
1&4
310
2&'
2&0
1(2
1&2
4'0
1&2
25
(((
12
2&'
455
100
100
100
100
100
100
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1.1(0
4 Pek. angka %!ap Kaso eng
Panjang #inggi 9umlah Luas
10.150 4.530 2.000 &1.&5&
1/2+4.15 3.530 4.000 2&.2&&
1/2+0.1 3.530 4.000 5.(1&
1!%.,&&
5 Pek. Lis!plank 3/30 Panjang Lebar 9umlah Luas
10.000 0.300 2.000 '.000
5.((0 0.300 4.000 '.&24
1!.,!'
' Pek. Pelapis %!ap "en!eng * Luas angka %!ap
( Pek. %!ap "en!eng Keramik ;arna * Luas angka %!ap
Pek. %!ap "en!eng Keramik ;arna
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P3 5.200 0.150 0.05 2.000
91 12.'50 0.150 0.05 1.000
92 10.500 0.150 0.05 2.000
93 14.'00 0.150 0.05 2.000
J*+la-
2 Pek. Pin!u Panil Ka>u ! * 4 :m
#ipe #inggi Lebar 9umlah Luas
P1 2.300 1.500 1 3.450
P2 2.100 0.00 5 .400
P3 2.100 0.00 2 3.3'0
J*+la- 1.!10
3 Pek. 9endela Pani l Ka:a 5 mm
#inggi Lebar 9umlah L*a$
1.'00 0.'00 10.000 ,.%00
4 Pek. Ka:a -a!i 5 mm
Panjang Lebar Luas
'.5&0 0.300 1.&((
2.150 1.'00 3.440
J*+la- .'1&
5 Pas. Kun:i #anan 2+ Pu!ar
#ipe 9umlah
P1 1
P2 5
215
P1 P2 P3
2'0
91 92 93
215
1'0 135 200
150 0 0
230 210
P1 P 2 P3
'0
1'0
215
1'0
115
205
30
'(
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P3 2
9umlah ).000
' Pas. ?ngsel Pin!u
#ipe 9umlah ?ngsel #o!al
P1 1 '.000 '.000
P2 5 3.000 15.000
P3 2 3.000 '.000
J*+la- !&.000
( Pas. ?ngsel 9endela
9endela 9umlah ?ngsel #o!al
92 2.000 4.000
93 2.000 '.000 12
J*+la- !0.000
Pas. "rendel Pin!u
#ipe 9umlah "rendel #o!al
P1 1 2.000 2.000
P2 5 2.000 10.000
P3 2 2.000 4.000
J*+la- 1%.000
& Pas. "rendel 9endela * 1/2 ?ngsel 9endela
10 Pas. 6ak %ngin * ?ngsel 9endela
VIII PEKERJAAN PLAFOUND
Panjang Lebar #ebal )olume
1 Pek. angka Plaound 5/( Balok @nduk &&.((& 0.0(0 0.050 0.34&
2 Pek. angka Plaound 4/' Balok %nak &&.((& 0.0'0 0.040 0.23&
J*+la- 0.),
Panjang Lebar Luas / Panjang3.150 1.'30 5.135
2.150 1.'30 3.505
10.000 '.'50 ''.500
(.000 3.520 24.'40
J*+la- ,,.&&,
3 Pek. Plaound ?!erni! 100+100 :m * Luas angka Plaound
4 Pek. Pas. Lis! Proil 3/3
Panjang 9umlah #o!al
315 45 215
1'3
''5
352
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.20 '.000 4&.'0
3.520 4.000 14.00
10.000 '.000 '0.000
(.000 2.000 14.000
J*+la- 1(&.&%0
IX PEKERJAAN KERAMIK
1 Pek. Lan!ai Keramik 40+40 Lan!ai !ama/!eras
Panjang Lebar Luas
2.500 2.000 5.000
10.000 5.000 50.000
(.500 4.000 30.000
4.000 2.000 .000
J*+la- ,(.000
2 Pek. Lan!ai Keramik 20+20 Lan!ai -AK Panjang Lebar Luas
3.000 2.000 '.000
2.500 1.500 3.(50
J*+la- ,.&0
3 Pek. inding Keramik 20/25 inding -AK
Panjang #inggi Luas
'.300 1.(50 11.025
'.500 1.(50 11.3(5
J*+la- !!.'00
X PEKERJAAN INSTALASI LISTRIK
1 Pek. @ns!alasi #i!ik Aaha>a * 9umlah $emua #i!ik Lampu
2 Pas. Lampu 6ias #iga $usun
3 Pas. Lanpu #L 2+20 ;a!!
4 Pas. Lanmpu Kapsul 20 ;a!!
5 Pas. $aklar "anda
' Pas. $aklar #unggal
200
400
500
200
150150450250
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( Pas. $!op Kon!ak
Pas. $ekring Kas
& Pas. Panel Bo+
XI PEKERJAAN INSTALASI AIR
1 Pas. Bak Au:i Piring
2 Pas. ;es!ael
3 Pas. Alosed uduk
4
5 Pas. Kran %ir 1/2
' Pas. Pipa Besi 1/2
( Pas. Pipa Besi 3/4
Pas. Pipa P)A 4 Pembuangan %ir Bersih
& Pas. Pipa P)A 4 Pembuangan %ir Ko!or
XII PEKERJAAN PENGECATAN
1 Pek. Penge:a!an #embok Be!on * Ples!eran #embok Be!om
2 Pek. Penge:a!an Plaound * Pas. Plaound ?!erni!
3 Pek. Penge:a!an Ka>u
Kusen
)olume Penamp. Panjang Lebar Luas
0.&51 0.00 12'.50 0.400 0.&'0
Lis!plang
Luas 1!.,!'
Lis! ProilPanjang Lebar Luas
13(.('0 0.040 .10
J*+la- %,.1&'
XII PEKERJAAN ACCESSORIES
1 Pek. Pagar Besi
2 Pek. #aman Bunga
Pas. Bak %ir Ciber 2 -3
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VOL. SAT.
50.000
Ls Ls
Ls Ls
Ls Ls
('.(&
1&.22022.000
-1
-3
-3
-3
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1'.500
4.313
3.23
1.0(5
5.500
1(.250
12.&50
4.300
32.2
-3
-3
-3
-3
-3
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4.2(5
1,014.'0
133.('
11').(%
3.(2
)olume
2.22
1.33&
0.1'2
(.&!)
5&.&
155.54
&'.'(
4.''5
1,10(.1'145.&'
1!(.1!
2.400
(1.20
(1.20
4(.4(
4(.4(
1'!.'0
-3
-3
-3
-3
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44.(12
12.&50
12.&50
#o!al
'/12
4(.100
10.5'0
4'.&0
51.20
1.,!0
0.5&3
1.123
0.0&(
1.130
-3
-2
-2
-3
-3
-3
-3
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12'.&((
12.&24
12'.&((
12'.&((
3.240
0.&51
)olume
0.140
0.2'3
-2
-2
-2
-2
-1
-3
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0.0(
0.0&5
0.15
0.21&
0.,1
15.210
&.'00
5.41(
.000 Pas
-2
-2
-2
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2(.000 Pas
20.000 Pas
1'.000 Pas
10.000 Pas
20.000 Pas
0.34&
0.23&
&&.((&
13(.('0
-3
-3
-2
-1
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&3.000
&.(50
22.400
34.000 #!k
1.000 Pas
5.000 Pas
(.000 Pas
2.000 Pas
10.000 Pas
-2
-2
-2
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(.000 Pas
1.000 Pas
1.000 Pas
1.000 Pas
2.000 Pas
2.000 Pas
2.000 Pas
4.000 Pas
35.000
15.000
20.000
40.000
12.&50
&&.((&
'&.1(4
Ls Ls
Ls Ls
-1
-1
-1
-1
-2
-2
-2
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URAIAN ANALISA SNI
No Uraian K"e Sa Ha2a Sa*an J*+la-
1 An. 1.
Bahan :
olken Ka>u 7 810/400 :m 1.2500 B!g D p. 30,000.00 p. 3(,500.00$emen Por!land 2.5000 Kg D p. ('4.00 p. 1,&10.00
$eng "elombang 0.22 1.2000 D p. 32,000.00 p. 3,400.00
Pasir Be!on 0.0050 D p. &1,000.00 p. 455.00
Koral Be!on 0.00&0 D p. 104,500.00 p. &40.50
Ka>u 5/( Klas @@ 0.0(20 D p. 2,40,000.00 p. 1(,5'0.00
Paku Biasa 0.0'00 Kg D p. 12,(00.00 p. ('2.00
-eni Besi 0.4500 Kg D p. 12,500.00 p. 5,'25.00
Upah :
#ukang Ka>u 0.2000 6r D p. 40,000.00 p. ,000.00
Pekerja 0.4000 6r D p. 2(,500.00 p. 11,000.00
Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.00
-andor 0.0200 6r D p. 40,000.00 p. 00.00
Rp. !)',!.0
! An. .
Bahan :
olken Ka>u 7 810/400 :m 1.2500 B!g D p. 30,000.00 p. 3(,500.00
Ka>u Klas @@@ 0.100 D p. 1,4,000.00 p. 2'(,40.00
Paku Biasa 0.500 Kg D p. 12,(00.00 p. 10,(&5.00
Besi $!rip 1.1000 D p. 3,000.00 p. 3,300.00
$emen Por!land 35.0000 Kg D p. ('4.00 p. 2',(40.00
Pasir Pasangan 0.1500 D p. (2,000.00 p. 10,00.00
Pasir Be!on 0.1000 D p. &1,000.00 p. &,100.00
Koral Be!on 0.1500 D p. 104,500.00 p. 15,'(5.00Ba!a merah 30.0000 Bh D p. 300.00 p. &,000.00
$eng Pla! 0.2500 Lbr D p. 51,000.00 p. 12,(50.00
9endela u 2.0000 6r D p. 40,000.00 p. 0,000.00
#ukang Ba!u 1.0000 6r D p. 40,000.00 p. 40,000.00
Pekerja 2.0000 6r D p. 2(,500.00 p. 55,000.00
Kepala #ukang 0.3000 6r D p. 50,000.00 p. 15,000.00
-andor 0.0500 6r D p. 40,000.00 p. 2,000.00Rp. %!)%''.00
( An. !.Bahan :
Ka>u 5/( Klas @@@ 0.0120 D p. 1,4,000.00 p. 1(,5'.00
Paku Biasa 285 0.0200 Kg D p. 12,(00.00 p. 254.00
Ka>u Papan Klas @@@ 0.00(0 D p. 1,4,000.00 p. 10,41'.00
Upah :
#ukang Ka>u 0.1000 6r D p. 40,000.00 p. 4,000.00
Pekerja 0.1000 6r D p. 2(,500.00 p. 2,(50.00
Kepala #ukang 0.0100 6r D p. 50,000.00 p. 500.00
-andor 0.0050 6r D p. 40,000.00 p. 200.00
Rp. (,&%.00' An. ".
Upah :
Pekerja '.''(0 6r D p. 2(,500.00 p. 13,342.50
-andor 0.3330 6r D p. 40,000.00 p. 13,320.00
Rp. 1,%%%!.0
1 M1 Pa2a Se+enaa #ai Sen2 Gel"+3an2 4 in22i ! + 5
-2
-3
-3
-3
1 M! Pe+3*aan Kan" Se+enaa #en2an Lanai Ple$ean 4 Die6$i Kee 5
-3
-1
-3
-3
-3
-2
1 M1 Pen2*6*an #an Pe+a$an2an B"*7plan6
-3
-3
1 M( B"n26aan Pa$an2an
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An. #.
Upah :
Pekerja 0.1000 6r D p. 2(,500.00 p. 2,(50.00
-andor 0.0500 6r D p. 40,000.00 p. 2,000.00
Rp. '&0.00
% An. $.
Upah : Pekerja 0.(350 6r D p. 2(,500.00 p. 20,212.50
-andor 0.0(30 6r D p. 40,000.00 p. 2,&20.00
Rp. !(1(!.0
& An. %.
Upah :
Pekerja 0.1&20 6r D p. 2(,500.00 p. 5,20.00
-andor 0.01&0 6r D p. 40,000.00 p. ('0.00
Rp. %0'0.00
) An. &.
Upah :
Pekerja 0.5000 6r D p. 2(,500.00 p. 13,(50.00
-andor 0.0500 6r D p. 40,000.00 p. 2,000.00Rp. 1&0.00
, An. '.
Bahan :
Kerikil $ungai 0.000 D p. '',500.00 p. 5,320.00
Upah :
Pekerja 0.0300 6r D p. 2(,500.00 p. 25.00
-andor 0.0010 6r D p. 40,000.00 p. 40.00
Rp. %1).00
, An. '.
Bahan :
Pasir rug 1.2000 D p. '4,000.00 p. (',00.00
Upah :
Pekerja 0.3000 6r D p. 2(,500.00 p. ,250.00
-andor 0.0100 6r D p. 40,000.00 p. 400.00
Rp. )'0.00
10 An. 1(.
Bahan :
$ir!u 1.2000 D p. '1,00.00 p. (4,1'0.00
Upah :
Pekerja 0.2500 6r D p. 2(,500.00 p. ',(5.00
-andor 0.0250 6r D p. 40,000.00 p. 1,000.00
Rp. )!0(.00
11 An. 11.Bahan :
#anah rug 1.2000 D p. 55,000.00 p. '',000.00
Upah :
Pekerja 0.3000 6r D p. 2(,500.00 p. ,250.00
-andor 0.0100 6r D p. 40,000.00 p. 400.00
Rp. &'%0.00
1! An. 1.
Bahan :
Ba!u "unung 15/20 :m 1.2000 D p. (5,000.00 p. &0,000.00
Pasir rug 0.3000 D p. '4,000.00 p. 1&,200.00
Upah :
Pekerja 0.(00 6r D p. 40,000.00 p. 31,200.00#ukang Ba!u 0.3&00 6r D p. 2(,500.00 p. 10,(25.00
Kepala #ukang 0.03&0 6r D p. 50,000.00 p. 1,&50.00
-andor 0.03&0 6r D p. 40,000.00 p. 1,5'0.00
Rp. 1'%(.00
1 M! Me+3e$i-6an Lapan2an #an Pealaan
1 M( Galian Tana- 3ia$a $e#ala+ ( +ee
1 M( U*2an Ke+3ali
1 M( Pe+a#aan Tana-
1 M! Ha+paan Kei6il
-3
1 M( U*2an Pa$i
-3
1 M( U*2an Si*
-3
1 M(
U*2an Tana-
-3
1 M( Pa$an2 P"n#a$i Ba* K"$"n2
-3
-3
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1( An. 1!.
Bahan :
Ba!u "unung 1.1000 D p. (5,000.00 p. 2,500.00
$emen Por!land 3&2.0000 Kg D p. ('4.00 p. 2&&,4.00
Pasir Pasangan 0.3140 D p. (2,000.00 p. 22,'0.00
Upah :
Pekerja 1.5000 6r D p. 2(,500.00 p. 41,250.00#ukang Ba!u 0.'000 6r D p. 40,000.00 p. 24,000.00
Kepala #ukang 0.0'00 6r D p. 50,000.00 p. 3,000.00
-andor 0.0(50 6r D p. 40,000.00 p. 3,000.00
Rp. '&)'%.00
1' An. 1".
Bahan :
Ba!u "unung 1.1000 D p. (5,000.00 p. 2,500.00
$emen Por!land 1'3.0000 Kg D p. ('4.00 p. 124,532.00
Pasir Pasangan 0.5200 D p. (2,000.00 p. 3(,440.00
Upah :
Pekerja 1.5000 6r D p. 2(,500.00 p. 41,250.00
#ukang Ba!u 0.'000 6r D p. 40,000.00 p. 24,000.00Kepala #ukang 0.0'00 6r D p. 50,000.00 p. 3,000.00
-andor 0.0(50 6r D p. 40,000.00 p. 3,000.00
Rp. (1&!!.00
1 An. 1#.
Bahan :
Ba!u "unung 1.1000 D p. (5,000.00 p. 2,500.00
$emen Por!land 13'.0000 Kg D p. ('4.00 p. 103,&04.00
Pasir Pasangan 0.5440 D p. (2,000.00 p. 3&,1'.00
Upah :
Pekerja 1.5000 6r D p. 2(,500.00 p. 41,250.00
#ukang Ba!u 0.'000 6r D p. 40,000.00 p. 24,000.00
Kepala #ukang 0.0'00 6r D p. 50,000.00 p. 3,000.00
-andor 0.0(50 6r D p. 40,000.00 p. 3,000.00
Rp. !,%)!!.00
1% An. 1$.
Bahan :
Ba!a -erah 5+11+22 550.0000 Bh D p. 300.00 p. 1'5,000.00
$emen Por!land 120.0000 Kg D p. ('4.00 p. &1,'0.00
Pasir Pasangan 0.3333 D p. (2,000.00 p. 23,&&(.'0
Upah :
Pekerja 2.'''( 6r D p. 2(,500.00 p. (3,334.25
#ukang Ba!u 0.333 6r D p. 40,000.00 p. 33,332.00
Kepala #ukang 0.033 6r D p. 50,000.00 p. 4,1'5.00-andor 0.1250 6r D p. 40,000.00 p. 5,000.00
Rp. (,%0).)
1& An. 1%.
Bahan :
Ba!a -erah 5+11+22 550.0000 Bh D p. 300.00 p. 1'5,000.00
$emen Por!land &'.0000 Kg D p. ('4.00 p. (3,344.00
Pasir Pasangan 0.3200 D p. (2,000.00 p. 23,040.00
Upah :
Pekerja 2.'''( 6r D p. 2(,500.00 p. (3,334.25
#ukang Ba!u 0.333 6r D p. 40,000.00 p. 33,332.00
Kepala #ukang 0.033 6r D p. 50,000.00 p. 4,1'5.00
-andor 0.1250 6r D p. 40,000.00 p. 5,000.00Rp. (&&!1.!
1 M( Pa$an2 P"n#a$i Ba* G*n*n2 1 P8 9 ( P$
-3
-3
1 M( Pa$an2 P"n#a$i Ba* G*n*n2 1 P8 9 ' P$
-3
-3
1 M( Pa$an2 P"n#a$i Ba* G*n*n2 1 P8 9 P$
-3
-3
1 M( Pa$an2 Baa Mea- 1/! Baa 1 P8 9 ( P$
-3
1 M( Pa$an2 Baa Mea- 1/! Baa 1 P8 9 ' P$
-3
-
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1) An. 1&.
Bahan :
Ba!a -erah 5+11+22 550.0000 Bh D p. 300.00 p. 1'5,000.00
$emen Por!land 0.0000 Kg D p. ('4.00 p. '1,120.00
Pasir Pasangan 0.3(50 D p. (2,000.00 p. 2(,000.00
Upah :
Pekerja 2.'''( 6r D p. 2(,500.00 p. (3,334.25#ukang Ba!u 0.333 6r D p. 40,000.00 p. 33,332.00
Kepala #ukang 0.033 6r D p. 50,000.00 p. 4,1'5.00
-andor 0.1250 6r D p. 40,000.00 p. 5,000.00
Rp. (%),1.!
1, An. 1'.
Bahan :
Ba!a -erah 5+11+22 35.0000 Bh D p. 300.00 p. 10,500.00
$emen Por!land 4.400 Kg D p. ('4.00 p. 3,'&(.('
Pasir Pasangan 0.0225 D p. (2,000.00 p. 1,'20.00
Upah :
Pekerja 0.1'00 6r D p. 2(,500.00 p. 4,400.00
#ukang Ba!u 0.0500 6r D p. 40,000.00 p. 2,000.00Kepala #ukang 0.0050 6r D p. 50,000.00 p. 250.00
-andor 0.00(5 6r D p. 40,000.00 p. 300.00
Rp. !!&%&.&%
!0 An. (.
Bahan :
$emen Por!land .5200 Kg D p. ('4.00 p. ',50&.2
Pasir Pasangan 0.01(0 D p. (2,000.00 p. 1,224.00
Upah :
Pekerja 0.2000 6r D p. 2(,500.00 p. 5,500.00
#ukang Ba!u 0.1500 6r D p. 40,000.00 p. ',000.00
Kepala #ukang 0.0150 6r D p. 50,000.00 p. (50.00
-andor 0.0100 6r D p. 40,000.00 p. 400.00
Rp. !0()(.!)
!1 An. 1.
Bahan :
$emen Por!land '.400 Kg D p. ('4.00 p. 4,&50.(2
Pasir Pasangan 0.01&0 D p. (2,000.00 p. 1,3'.00
Upah :
Pekerja 0.2000 6r D p. 2(,500.00 p. 5,500.00
#ukang Ba!u 0.1500 6r D p. 40,000.00 p. ',000.00
Kepala #ukang 0.0150 6r D p. 50,000.00 p. (50.00
-andor 0.0100 6r D p. 40,000.00 p. 400.00
Rp. 1),%).&!!! An. .
Bahan :
$emen Por!land 5.2000 Kg D p. ('4.00 p. 3,&(2.0
Pasir Pasangan 0.0200 D p. (2,000.00 p. 1,440.00
Upah :
Pekerja 0.2000 6r D p. 2(,500.00 p. 5,500.00
#ukang Ba!u 0.1500 6r D p. 40,000.00 p. ',000.00
Kepala #ukang 0.0150 6r D p. 50,000.00 p. (50.00
-andor 0.0100 6r D p. 40,000.00 p. 400.00
Rp. 1)0%!.)0
1 M( Pa$an2 Baa Mea- 1/! Baa 1 P8 9 P$
-3
1 M! Pa$an2 Lanai Baa Mea- 1/' Baa 1 P8 9 P$
-3
1 M! Ple$ean 1 P8 9 ! P$ e3al 1 8+
-3
1 M! Ple$ean 1 P8 9 ( P$ e3al 1 8+
-3
1 M! Ple$ean 1 P8 9 ' P$ e3al 1 8+
-3
-
7/25/2019 RAB. ..Pustu FIX.xlsx
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!( An. !.
Bahan :
$emen Por!land 4.3200 Kg D p. ('4.00 p. 3,300.4
Pasir Pasangan 0.0220 D p. (2,000.00 p. 1,54.00
Upah :
Pekerja 0.2000 6r D p. 2(,500.00 p. 5,500.00
#ukang Ba!u 0.1500 6r D p. 40,000.00 p. ',000.00Kepala #ukang 0.0150 6r D p. 50,000.00 p. (50.00
-andor 0.0100 6r D p. 40,000.00 p. 400.00
Rp. 1&('.')
!' An. ".
Bahan :
$emen Por!land 14.200 Kg D p. ('4.00 p. 10,&0&.&2
Pasir Pasangan 0.0230 D p. (2,000.00 p. 1,'5'.00
Upah :
Pekerja 0.2500 6r D p. 2(,500.00 p. ',(5.00
#ukang Ba!u 0.2000 6r D p. 40,000.00 p. ,000.00
Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.00
-andor 0.0125 6r D p. 40,000.00 p. 500.00Rp. !),'0.,!
! An. #.
Bahan :
$emen Por!land 10.000 Kg D p. ('4.00 p. ,251.20
Pasir Pasangan 0.02'0 D p. (2,000.00 p. 1,(2.00
Upah :
Pekerja 0.2500 6r D p. 2(,500.00 p. ',(5.00
#ukang Ba!u 0.2000 6r D p. 40,000.00 p. ,000.00
Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.00
-andor 0.0125 6r D p. 40,000.00 p. 500.00
Rp. !%',).!0
!% An. $.
Bahan :
$emen Por!land .'00 Kg D p. ('4.00 p. ','31.52
Pasir Pasangan 0.020 D p. (2,000.00 p. 2,01'.00
Upah :
Pekerja 0.2500 6r D p. 2(,500.00 p. ',(5.00
#ukang Ba!u 0.2000 6r D p. 40,000.00 p. ,000.00
Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.00
-andor 0.0125 6r D p. 40,000.00 p. 500.00
Rp. !0!!.!
!& An. %.
Bahan : $emen Por!land (.2&00 Kg D p. ('4.00 p. 5,5'&.5'
Pasir Pasangan 0.020 D p. (2,000.00 p. 2,01'.00
Upah :
Pekerja 0.2500 6r D p. 2(,500.00 p. ',(5.00
#ukang Ba!u 0.2000 6r D p. 40,000.00 p. ,000.00
Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.00
-andor 0.0125 6r D p. 40,000.00 p. 500.00
Rp. !(,%0.%
!) An. &.a an :
$emen Por!land &.3000 Kg D p. ('4.00 p. (,105.20Pasir Pasangan 0.010 D p. (2,000.00 p. 1,2&'.00
Upah :Pekerja 0.2'00 6r D p. 2(,500.00 p. (,150.00#ukang Ba!u 0.2000 6r D p. 40,000.00 p. ,000.00Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.00-andor 0.0130 6r D p. 40,000.00 p. 520.00
Rp. !0&1.!0
!, An. '.
1 M! Ple$ean 1 P8 9 P$ e3al 1 8+
-3
1 M! Ple$ean 1 P8 9 ! P$ e3al ! 8+
-3
1 M! Ple$ean 1 P8 9 ( P$ e3al ! 8+
-3
1 M! Ple$ean 1 P8 9 ' P$ e3al ! 8+
-3
1 M! Ple$ean 1 P8 9 P$ e3al ! 8+
-3
1 M! Ple$ean Be"n 1 P8 9 ! P$ e3al 1 8+
-3
1 M! Ple$ean Be"n 1 P8 9 ( P$ e3al 1 8+
-
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Bahan :
$emen Por!land (.0(00 Kg D p. ('4.00 p. 5,401.4
Pasir Pasangan 0.0210 D p. (2,000.00 p. 1,512.00
Upah :
Pekerja 0.2'00 6r D p. 2(,500.00 p. (,150.00
#ukang Ba!u 0.2000 6r D p. 40,000.00 p. ,000.00
Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.00-andor 0.0130 6r D p. 40,000.00 p. 520.00
Rp. !()(.')
(0 An. !(.
Bahan :
$emen Por!land 0.4200 Kg D p. ('4.00 p. 320.
Kapur Pasangan 0.0053 D p. 12',400.00 p. ''&.&2
Upah :
Pekerja 0.050 6r D p. 2(,500.00 p. 2,33(.50
#ukang Ba!u 0.0500 6r D p. 40,000.00 p. 2,000.00
Kepala #ukang 0.0050 6r D p. 50,000.00 p. 250.00
-andor 0.0043 6r D p. 40,000.00 p. 1(2.00
Rp. &0.(0(1 An. !1.
Bahan :
$emen Por!land 21.0000 Kg D p. ('4.00 p. 1'',552.00
Pasir Be!on 0.5200 D p. &1,000.00 p. 4(,320.00
Koral Be!on 0.(00 D p. 104,500.00 p. &0,&15.00
Tenaga :
Pekerja 1.'500 6r D p. 2(,500.00 p. 45,3(5.00
#ukang Ba!u 0.2500 6r D p. 40,000.00 p. 10,000.00
Kepala #ukang 0.0250 6r D p. 50,000.00 p. 1,250.00
-andor 0.000 6r D p. 40,000.00 p. 3,200.00
Rp. (%'%1!.00
(! An. !.
Bahan :
$emen Por!land 1&(.0000 Kg D p. ('4.00 p. 150,50.00
Pasir Be!on 0.4(00 D p. &1,000.00 p. 42,((0.00
Koral Be!on 0.&400 D p. 104,500.00 p. &,230.00
Tenaga :
Pekerja 1.'500 6r D p. 2(,500.00 p. 45,3(5.00
#ukang Ba!u 0.2500 6r D p. 40,000.00 p. 10,000.00
Kepala #ukang 0.0250 6r D p. 50,000.00 p. 1,250.00
-andor 0.000 6r D p. 40,000.00 p. 3,200.00
Rp. (1(((.00
(( An. !!.Bahan :
$emen Por!land 1(3.0000 Kg D p. ('4.00 p. 132,1(2.00
Pasir Be!on 0.5(00 D p. &1,000.00 p. 51,(0.00
Koral Be!on 0.(00 D p. 104,500.00 p. &0,&15.00
Tenaga :
Pekerja 1.'500 6r D p. 2(,500.00 p. 45,3(5.00
#ukang Ba!u 0.2500 6r D p. 40,000.00 p. 10,000.00
Kepala #ukang 0.0250 6r D p. 50,000.00 p. 1,250.00
-andor 0.000 6r D p. 40,000.00 p. 3,200.00
Rp. (('&)!.00
-3
1 M! A8ian Ple$ean
-3
1 M( Me+3*a Be"n T*+3*6 1 P8 9 ( P$ 9 K
-3
-3
1 M( Me+3*a Be"n T*+3*6 1 P8 9 ( P$ 9 % K
-3
-3
1 M(
Me+3*a Be"n T*+3*6 1 P8 9 ' P$ 9 % K
-3
-3
-
7/25/2019 RAB. ..Pustu FIX.xlsx
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(' An. !".
Bahan :
ead> -i+ Aon:re! 1.0300 D p. 450,000.00 p. 4'3,500.000
Aurring Aon:re!e 1.0000 D p. (,500.00 p. (,500.000
Tenaga :
Pekerja 0.(500 6r D p. 2(,500.00 p. 20,'25.000
#ukang Ba!u 0.2500 6r D p. 40,000.00 p. 10,000.000Kepala #ukang 0.0500 6r D p. 50,000.00 p. 2,500.000
-andor 0.0250 6r D p. 40,000.00 p. 1,000.000
Peralatan :
Aon:re!e Pump Aar '0 m3/hr 0.030 9am D p. 30,000.00 p. 31,540.000
Aon:re! )ibra!or 0.3330 9am D p. 15,000.00 p. 4,&&5.000
Rp. '1%%0.000
( An. !#.
Bahan :
$emen Por!land 400.0000 Kg D p. ('4.00 p. 305,'00.00
Pasir Be!on 0.4000 D p. &1,000.00 p. 3',400.00
Koral Be!on 0.200 D p. 104,500.00 p. 5,'&0.00
Tenaga :Pekerja '.0000 6r D p. 2(,500.00 p. 1'5,000.00
#ukang Ba!u 1.0000 6r D p. 40,000.00 p. 40,000.00
Kepala #ukang 0.1000 6r D p. 50,000.00 p. 5,000.00
-andor 0.3000 6r D p. 40,000.00 p. 12,000.00
Rp. %',%,0.00
(% An. !$.
Bahan :
$emen Por!land 3.0000 Kg D p. ('4.00 p. 2&',432.00
Pasir Be!on 0.'500 D p. &1,000.00 p. 5&,150.00
Koral Be!on 0.'500 D p. 104,500.00 p. '(,&25.00
Tenaga :
Pekerja '.0000 6r D p. 2(,500.00 p. 1'5,000.00
#ukang Ba!u 1.0000 6r D p. 40,000.00 p. 40,000.00
Kepala #ukang 0.1000 6r D p. 50,000.00 p. 5,000.00
-andor 0.3000 6r D p. 40,000.00 p. 12,000.00
Rp. %'0&.00
(& An. !%. 1 K2 Pe+3e$ian #en2an Be$i P"l"$ aa* Be$i Uli
Bahan :
Besi Be!on Polos/ulir 1.0500 Kg D p. ,500.00 p. ,&25.000
Kawa! Be!on 0.0150 Kg D p. 13,500.00 p. 202.500
Tenaga :
Pekerja 0.00(0 6r D p. 2(,500.00 p. 1&2.500
#ukang Besi 0.00(0 6r D p. 40,000.00 p. 20.000Kepala #ukang 0.000( 6r D p. 50,000.00 p. 35.000
-andor 0.0003 6r D p. 40,000.00 p. 12.000
Rp. ,%'&.000
() An. !&.
Bahan :
Ka>u #eren!ang Klas @@ 0.0400 D p. 2,40,000.00 p. &&,200.000
Paku Biasa 2 8 5 0.3000 Kg D p. 12,(00.00 p. 3,10.000
-in>ak Bekis!ing 0.1000 L!r D p. 1,500.00 p. 150.000
Tenaga :
Pekerja 0.3000 6r D p. 2(,500.00 p. ,250.000
#ukang Ka>u 0.2'00 6r D p. 40,000.00 p. 10,400.000
Kepala #ukang 0.02'0 6r D p. 50,000.00 p. 1,300.000-andor 0.0050 6r D p. 40,000.00 p. 200.000
Rp. 1!((10.00
1 M( Me+3*a Be"n #en2an M** K:!& 4 Den2an Rea#; Mi< ="n8e 5
-3
-3
1 M( Me+3*a Be"n Be*lan2 #en2an M** K:!&
-3
-3
1 M( Me+3*a Be"n Be*lan2 #en2an M** K:!!
-3
-3
1 M!Pa$an2n Be6i$in2 Un*6 P"n#a$i
-3
-
7/25/2019 RAB. ..Pustu FIX.xlsx
26/61
(, An. !'.
Bahan :
Ka>u #eren!ang Klas @@ 0.0450 D p. 2,40,000.00 p. 111,'00.000
Paku Biasa 2 8 5 0.3000 Kg D p. 12,(00.00 p. 3,10.000
-in>ak Bekis!ing 0.1000 L!r D p. 1,500.00 p. 150.000
Tenaga :
Pekerja 0.3000 6r D p. 2(,500.00 p. ,250.000#ukang Ka>u 0.2'00 6r D p. 40,000.00 p. 10,400.000
Kepala #ukang 0.02'0 6r D p. 50,000.00 p. 1,300.000
-andor 0.0050 6r D p. 40,000.00 p. 200.000
Rp. 1(&10.00
'0 An. "(.
Bahan :
Ka>u #eren!ang Klas @@ 0.0400 D p. 2,40,000.00 p. &&,200.000
Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000
-in>ak Bekis!ing 0.2000 L!r D p. 1,500.00 p. 300.000
Balok Ka>u Klas @@@ 0.0150 D p. 1,4,000.00 p. 22,320.000
-ul!iple+ !ebal & mm 0.3500 Lbr D p. 122,&00.00 p. 43,015.000
olken Ka>u E 8 10/400 :m 2.0000 B!g D p. 30,000.00 p. '0,000.000Tenaga :
Pekerja 0.3000 6r D p. 2(,500.00 p. ,250.000
#ukang Ka>u 0.3300 6r D p. 40,000.00 p. 13,200.000
Kepala #ukang 0.0330 6r D p. 50,000.00 p. 1,'50.000
-andor 0.00'0 6r D p. 40,000.00 p. 240.000
Rp. !(!.00
'1 An. "1.
Bahan :
Ka>u #eren!ang Klas @@ 0.0400 D p. 2,40,000.00 p. &&,200.000
Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000
-in>ak Bekis!ing 0.2000 L!r D p. 1,500.00 p. 300.000
Balok Ka>u Klas @@@ 0.010 D p. 1,4,000.00 p. 2',(4.000
-ul!iple+ !ebal & mm 0.3500 Lbr D p. 122,&00.00 p. 43,015.000
olken Ka>u E 8 10/400 :m 2.0000 B!g D p. 30,000.00 p. '0,000.000
Tenaga :
Pekerja 0.3200 6r D p. 2(,500.00 p. ,00.000
#ukang Ka>u 0.3300 6r D p. 40,000.00 p. 13,200.000
Kepala #ukang 0.0330 6r D p. 50,000.00 p. 1,'50.000
-andor 0.00'0 6r D p. 40,000.00 p. 240.000
Rp. !)!%,.00
'! An. ".
Bahan :
Ka>u #eren!ang Klas @@ 0.0400 D p. 2,40,000.00 p. &&,200.000Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000
-in>ak Bekis!ing 0.2000 L!r D p. 1,500.00 p. 300.000
Balok Ka>u Klas @@@ 0.0150 D p. 1,4,000.00 p. 22,320.000
-ul!iple+ !ebal & mm 0.3500 Lbr D p. 122,&00.00 p. 43,015.000
olken Ka>u E 8 10/400 :m '.0000 B!g D p. 30,000.00 p. 10,000.000
Tenaga :
Pekerja 0.3200 6r D p. 2(,500.00 p. ,00.000
#ukang Ka>u 0.3300 6r D p. 40,000.00 p. 13,200.000
Kepala #ukang 0.0330 6r D p. 50,000.00 p. 1,'50.000
-andor 0.00'0 6r D p. 40,000.00 p. 240.000
Rp. (&()0.00
1 M!Pa$an2n Be6i$in2 Un*6 Sl""
-3
1 M!Pa$an2n Be6i$in2 Un*6 K"l"+
-3
-3
1 M!Pa$an2n Be6i$in2 Un*6 Bal"6
-3
-3
1 M!Pa$an2n Be6i$in2 Un*6 Lanai
-3
-3
-
7/25/2019 RAB. ..Pustu FIX.xlsx
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'( An. "!.
Bahan :
Ka>u #eren!ang Klas @@ 0.0300 D p. 2,40,000.00 p. (4,400.000
Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000
-in>ak Bekis!ing 0.2000 L!r D p. 1,500.00 p. 300.000
Balok Ka>u Klas @@@ 0.0200 D p. 1,4,000.00 p. 2&,('0.000
-ul!iple+ !ebal & mm 0.3500 Lbr D p. 122,&00.00 p. 43,015.000olken Ka>u E 8 10/400 :m 3.0000 B!g D p. 30,000.00 p. &0,000.000
Tenaga :
Pekerja 0.3200 6r D p. 2(,500.00 p. ,00.000
#ukang Ka>u 0.3300 6r D p. 40,000.00 p. 13,200.000
Kepala #ukang 0.0330 6r D p. 50,000.00 p. 1,'50.000
-andor 0.00'0 6r D p. 40,000.00 p. 240.000
Rp. !%%''.00
'' An. "".
Analisa :
%n. 34. ead> -i+ Aon:re! K82(5 1.0000 D p. 541,''0.000 p. 541,''0.000
%n. 35. Be!on -u!u K82(5 1.0000 D p. '4&,'&0.00 p. '4&,'&0.000
%n. 3'. Be!on -u!u K8225 1.0000 D p. '45,50(.00 p. '45,50(.000%n. 3(. Pembesian Be!on 145.0000 Kg D p. &,'4(.00 p. 1,3&,15.000
%n. 3. Bekis!ing Pondasi 4.0000 D p. 123,310.00 p. 4&3,240.000
Rea#; Mi< ="n8e K:!& Rp. !'((&1.00
Be"n M** K:!& Rp. !'1&'.00
Be"n M** K:!! Rp. !(&%!.00
' An. "#.
Analisa :
%n. 34. ead> -i+ Aon:re! K82(5 1.0000 D p. 541,''0.000 p. 541,''0.000
%n. 35. Be!on -u!u K82(5 1.0000 D p. '4&,'&0.00 p. '4&,'&0.000
%n. 3'. Be!on -u!u K8225 1.0000 D p. '45,50(.00 p. '45,50(.000
%n. 3(. Pembesian Be!on 1'0.0000 Kg D p. &,'4(.00 p. 1,543,520.000
%n. 3&. Bekis!ing $loo .0000 D p. 135,(10.00 p. 1,05,'0.000
Rea#; Mi< ="n8e K:!& Rp. (1&0)%0.00
Be"n M** K:!& Rp. (!&)),0.00
Be"n M** K:!! Rp. (!&'&0&.00
'% An. "$.
Analisa :
%n. 34. ead> -i+ Aon:re! K82(5 1.0000 D p. 541,''0.000 p. 541,''0.000
%n. 35. Be!on -u!u K82(5 1.0000 D p. '4&,'&0.00 p. '4&,'&0.000
%n. 3'. Be!on -u!u K8225 1.0000 D p. '45,50(.00 p. '45,50(.000
%n. 3(. Pembesian Be!on 1'0.0000 Kg D p. &,'4(.00 p. 1,543,520.000
%n. 40. Bekis!ing Kolom 10.0000 D p. 253,255.00 p. 2,532,550.000
Rea#; Mi< ="n8e K:!& Rp. '%1&&(0.00Be"n M** K:!& Rp. '&!&%0.00
Be"n M** K:!! Rp. '&!1&&.00
'& An. "%.
Analisa :
%n. 34. ead> -i+ Aon:re! K82(5 1.0000 D p. 541,''0.000 p. 541,''0.000
%n. 35. Be!on -u!u K82(5 1.0000 D p. '4&,'&0.00 p. '4&,'&0.000
%n. 3'. Be!on -u!u K8225 1.0000 D p. '45,50(.00 p. '45,50(.000
%n. 3(. Pembesian Be!on 145.0000 Kg D p. &,'4(.00 p. 1,3&,15.000
%n. 41. Bekis!ing Balok .0000 D p. 25,2'&.00 p. 2,0'',152.000
Rea#; Mi< ="n8e K:!& Rp. '00%%!&.00
Be"n M** K:!& Rp. '11'%&.00
Be"n M** K:!! Rp. '110'&'.00
1 M!Pa$an2n Be6i$in2 Un*6 Din#in2
-3
-3
1 M(Me+3*a P"n#a$i Tapa6 Be"n Be*lan2
-3
-3
-3
-2
1 M(Me+3*a Sl"" 1/!0 Be"n Be*lan2
-3
-3
-3
-2
1 M(Me+3*a K"l"+ !0/(0 Be"n Be*lan2
-3
-3
-3
-2
1 M(Me+3*a Bal"6 !0/(0 Be"n Be*lan2
-3
-3
-3
-2
-
7/25/2019 RAB. ..Pustu FIX.xlsx
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') An. "&.
Analisa :
%n. 34. ead> -i+ Aon:re! K82(5 1.0000 D p. 541,''0.000 p. 541,''0.000
%n. 35. Be!on -u!u K82(5 1.0000 D p. '4&,'&0.00 p. '4&,'&0.000
%n. 3'. Be!on -u!u K8225 1.0000 D p. '45,50(.00 p. '45,50(.000
%n. 3(. Pembesian Be!on 100.0000 Kg D p. &,'4(.00 p. &'4,(00.000
%n. 42. Bekis!ing Pela! 3.0000 D p. 3(3,05.00 p. 1,121,415.000Rea#; Mi< ="n8e K:!& Rp. !%!&&&.00
Be"n M** K:!& Rp. !&()0.00
Be"n M** K:!! Rp. !&(1%!!.00
', An. "'.
Analisa :
%n. 34. ead> -i+ Aon:re! K82(5 1.0000 D p. 541,''0.000 p. 541,''0.000
%n. 35. Be!on -u!u K82(5 1.0000 D p. '4&,'&0.00 p. '4&,'&0.000
%n. 3'. Be!on -u!u K8225 1.0000 D p. '45,50(.00 p. '45,50(.000
%n. 3(. Pembesian Be!on 125.0000 Kg D p. &,'4(.00 p. 1,205,(5.000
%n. 43. Bekis!ing Pela! .0000 D p. 2'',445.00 p. 2,131,5'0.000
Rea#; Mi< ="n8e K:!& Rp. ()&,0,.00
Be"n M** K:!& Rp. (,)&1!.00Be"n M** K:!! Rp. (,)!,'!.00
0 An. #(.
Bahan :
Balok Ka>u Klas @ 1.1000 D p. 5,332,000.00 p. 5,'5,200.000
Balok Ka>u Klas @@ 1.1000 D p. 2,40,000.00 p. 2,(2,000.000
Balok Ka>u Klas @@@ 1.1000 D p. 1,4,000.00 p. 1,'3',00.000
Besi $!rip 15.0000 Kg D p. 13,000.00 p. 1&5,000.000
Paku Biasa 2 8 5 0.000 Kg D p. 12,(00.00 p. 10,1'0.000
Tenaga :
Pekerja 4.0000 6r D p. 2(,500.00 p. 110,000.000
#ukang Ka>u 12.0000 6r D p. 40,000.00 p. 40,000.000
Kepala #ukang 1.2000 6r D p. 50,000.00 p. '0,000.000
-andor 0.2000 6r D p. 40,000.00 p. ,000.000
Bal"6 Ka;* Kla$ I Rp. %&!)(%0.00
Bal"6 Ka;* Kla$ II Rp. (,11%0.00
Bal"6 Ka;* Kla$ III Rp. !',,,%0.00
1 An. 1.
Bahan :
Balok Ka>u Klas @ 1.1000 D p. 5,332,000.00 p. 5,'5,200.000
Balok Ka>u Klas @@ 1.1000 D p. 2,40,000.00 p. 2,(2,000.000
Balok Ka>u Klas @@@ 1.1000 D p. 1,4,000.00 p. 1,'3',00.000
Paku Biasa 2 8 5 0.000 Kg D p. 12,(00.00 p. 10,1'0.000
Tenaga : Pekerja 2.0000 6r D p. 2(,500.00 p. 55,000.000
#ukang Ka>u 0.'000 6r D p. 40,000.00 p. 24,000.000
Kepala #ukang 0.0'00 6r D p. 50,000.00 p. 3,000.000
-andor 0.1000 6r D p. 40,000.00 p. 4,000.000
Bal"6 Ka;* Kla$ I Rp. ,%1(%0.00
Bal"6 Ka;* Kla$ II Rp. !)!'1%0.00
Bal"6 Ka;* Kla$ III Rp. 1&(!,%0.00
1 M(Me+3*a Pela Be"n Be*lan2
-3
-3
-3
-2
1 M(Me+3*a Din#in2 > 1 8+ Be"n Be*lan2
-3
-3
-3
-2
1 M(Pa$an2 K"n$*6$i K*#a:6*#a
-3
-3
-3
1 M(Pa$an2 G*#in2
-3
-3
-3
-
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1 An. #1.
Bahan :
Balok Ka>u Klas @ 0.0140 D p. 5,332,000.00 p. (4,'4.000
Balok Ka>u Klas @@ 0.0140 D p. 2,40,000.00 p. 34,(20.000
Balok Ka>u Klas @@@ 0.0140 D p. 1,4,000.00 p. 20,32.000
Paku Biasa 2 8 5 0.1500 Kg D p. 12,(00.00 p. 1,&05.000
Tenaga : Pekerja 0.1000 6r D p. 2(,500.00 p. 2,(50.000
#ukang Ka>u 0.1000 6r D p. 40,000.00 p. 4,000.000
Kepala #ukang 0.0100 6r D p. 50,000.00 p. 500.000
-andor 0.0050 6r D p. 40,000.00 p. 200.000
Bal"6 Ka;* Kla$ I Rp. )'00(.00
Bal"6 Ka;* Kla$ II Rp. ''0&.00
Bal"6 Ka;* Kla$ III Rp. (01)&.00
! An. #.
Bahan :
Kare! Pelapis 1.2000 D p. p. 8
Paku Biasa 2 8 5 0.5000 Kg D p. 12,(00.00 p. ',350.000Tenaga :
Pekerja 0.1500 6r D p. 2(,500.00 p. 4,125.000
#ukang Ka>u 0.1000 6r D p. 40,000.00 p. 4,000.000
Kepala #ukang 0.0100 6r D p. 50,000.00 p. 500.000
-andor 0.0100 6r D p. 40,000.00 p. 400.000
Kae Pelapi$ Rp. 1(&.00
( An. #!.
Bahan :
"en!eng Keramik 11.0000 Bh D p. 8 p. 8
Paku Biasa 2 8 5 0.0300 Kg D p. 12,(00.00 p. 31.000
Tenaga :
Pekerja 0.2000 6r D p. 2(,500.00 p. 5,500.000
#ukang Ka>u 0.1000 6r D p. 40,000.00 p. 4,000.000
Kepala #ukang 0.0100 6r D p. 50,000.00 p. 500.000
-andor 0.0100 6r D p. 40,000.00 p. 400.000
Genen2 Kea+i6 Rp. 10&)1.00
' An. #".
Bahan :
u Klas @ 0.0330 D p. 5,332,000.00 p. 1(5,&5'.000
Balok Ka>u Klas @@ 0.0330 D p. 2,40,000.00 p. 1,40.000
Balok Ka>u Klas @@@ 0.0330 D p. 1,4,000.00 p. 4&,104.000
Paku Biasa 2 8 5 0.2500 Kg D p. 12,(00.00 p. 3,1(5.000
Tenaga :
1 M!Pa$an2 Ka$" ? Ren2 Aap Genen2
-3
-3
-3
1 M!Pa$an2 Kae Pelapi$ Aap Genen2
-2
1 M!Pa$an2 Aap Genen2
1 M1Pa$an2 N"6 Aap Genen2
-3
1 M!Pa$an2 Li$plan6 (/!0
-3
-3
-3
-
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Pekerja 0.5000 6r D p. 2(,500.00 p. 13,(50.000
#ukang Ka>u 1.0000 6r D p. 40,000.00 p. 40,000.000
Kepala #ukang 0.1250 6r D p. 50,000.00 p. ',250.000
-andor 0.0250 6r D p. 40,000.00 p. 1,000.000
Bal"6 Ka;* Kla$ I Rp. !'01(1.00
Bal"6 Ka;* Kla$ II Rp. 1'%01.00
Bal"6 Ka;* Kla$ III Rp. 11(!&,.00( An. #!.
Bahan :
Balok Ka>u Klas @ 0.0330 D p. 5,332,000.00 p. 1(5,&5'.000
Balok Ka>u Klas @@ 0.0330 D p. 2,40,000.00 p. 1,40.000
Balok Ka>u Klas @@@ 0.0330 D p. 1,4,000.00 p. 4&,104.000
Paku Biasa 2 8 5 0.2500 Kg D p. 12,(00.00 p. 3,1(5.000
Tenaga :
Pekerja 0.3'00 6r D p. 2(,500.00 p. &,&00.000
#ukang Ka>u 0.(200 6r D p. 40,000.00 p. 2,00.000
Kepala #ukang 0.0(20 6r D p. 50,000.00 p. 3,'00.000
-andor 0.01'0 6r D p. 40,000.00 p. '40.000
Bal"6 Ka;* Kla$ I Rp. !!!0&1.00Bal"6 Ka;* Kla$ II Rp. 1!&,.00
Bal"6 Ka;* Kla$ III Rp. ,!1,.00
' An. #".
Bahan :
Balok Ka>u Klas @ 0.0330 D p. 5,332,000.00 p. 1(5,&5'.000
Balok Ka>u Klas @@ 0.0330 D p. 2,40,000.00 p. 1,40.000
Balok Ka>u Klas @@@ 0.0330 D p. 1,4,000.00 p. 4&,104.000
Paku Biasa 2 8 5 0.2500 Kg D p. 12,(00.00 p. 3,1(5.000
Tenaga :
Pekerja 0.300 6r D p. 2(,500.00 p. 10,450.000
#ukang Ka>u 0.('00 6r D p. 40,000.00 p. 30,400.000
Kepala #ukang 0.0('0 6r D p. 50,000.00 p. 3,00.000
-andor 0.010 6r D p. 40,000.00 p. (20.000
Bal"6 Ka;* Kla$ I Rp. !!'01.00
Bal"6 Ka;* Kla$ II Rp. 1(0().00
Bal"6 Ka;* Kla$ III Rp. ,&%',.00
1 M!Pa$an2 Li$plan6 (/(0
-3
-3
-3
1 M!Pa$an2 Li$plan6 !
-
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An. ##.
Bahan :
Balok Ka>u Klas @ 0.0220 D p. 5,332,000.00 p. 11(,304.000
Balok Ka>u Klas @@ 0.0220 D p. 2,40,000.00 p. 54,5'0.000
Balok Ka>u Klas @@@ 0.0220 D p. 1,4,000.00 p. 32,(3'.000
Paku Biasa 2 8 5 0.1500 Kg D p. 12,(00.00 p. 1,&05.000
Tenaga : Pekerja 0.2500 6r D p. 2(,500.00 p. ',(5.000
#ukang Ka>u 0.5000 6r D p. 40,000.00 p. 20,000.000
Kepala #ukang 0.0250 6r D p. 50,000.00 p. 1,250.000
-andor 0.1250 6r D p. 40,000.00 p. 5,000.000
Bal"6 Ka;* Kla$ I Rp. 1!(('.00
Bal"6 Ka;* Kla$ II Rp. ),,0.00
Bal"6 Ka;* Kla$ III Rp. %&&%%.00
% An. #$.
Bahan :
$eng "elombang 0.20 4.000 Kk D p. ',300.00 p. 30,240.000
$eng "elombang 0.22 4.000 Kk D p. ,200.00 p. 3&,3'0.000
$eng "elombang 0.25 4.000 Kk D p. (,500.00 p. 3',000.000Paku Biasa 2 8 5 0.0'00 Kg D p. 2&,'00.00 p. 1,(('.000
Tenaga :
Pekerja 0.1500 6r D p. 2(,500.00 p. 4,125.000
#ukang Ka>u 0.2500 6r D p. 40,000.00 p. 10,000.000
Kepala #ukang 0.0250 6r D p. 50,000.00 p. 1,250.000
-andor 0.0(50 6r D p. 40,000.00 p. 3,000.000
Sen2 Gel"+3an2 0.!0 Rp. 0(,1.00
Sen2 Gel"+3an2 0.!! Rp. ,11.00
Sen2 Gel"+3an2 0.! Rp. %11.00
& An. #%.
Bahan :
$eng Pla! 0.20 0.340 Lbr D p. 51,000.00 p. 1(,(4.000
Paku $eng 0.000 Kg D p. 2&,'00.00 p. 2,3'.000
Tenaga :
Pekerja 0.1000 6r D p. 2(,500.00 p. 2,(50.000
#ukang Ka>u 0.2000 6r D p. 40,000.00 p. ,000.000
Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.000
-andor 0.0500 6r D p. 40,000.00 p. 2,000.000
Rp. (()%%.00
) An. #&.
Bahan :
Balok Ka>u Klas @ 0.0120 D p. 5,332,000.00 p. '3,&4.000
Balok Ka>u Klas @@ 0.0120 D p. 2,40,000.00 p. 2&,('0.000Balok Ka>u Klas @@@ 0.0120 D p. 1,4,000.00 p. 1(,5'.000
Paku Biasa 2 8 5 0.1000 Kg D p. 12,(00.00 p. 1,2(0.000
Tenaga :
Pekerja 0.1500 6r D p. 2(,500.00 p. 4,125.000
#ukang Ka>u 0.2500 6r D p. 40,000.00 p. 10,000.000
Kepala #ukang 0.0250 6r D p. 50,000.00 p. 1,250.000
-andor 0.0(50 6r D p. 40,000.00 p. 3,000.000
Bal"6 Ka;* Kla$ I Rp. )(%!,.00
Bal"6 Ka;* Kla$ II Rp. ','0.00
Bal"6 Ka;* Kla$ III Rp. (&01.00
1 M1Pa$an2 Li$plan6 !
-3
-3
-3
1 M!Pa$an2 Aap Sen2
1 M!Pa$an2 N"6 Sen2
1 M!Pa$an2 Ran26a Lan2i:lan2i 100
-
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, An. #'.
Bahan :
?!erni! 100+100 :m 1.1000 Lbr D p. 12,&00.00 p. 14,1&0.000
Paku ?!erni! 0.0100 Kg D p. 12,(00.00 p. 12(.000
Tenaga :
Pekerja 0.0300 6r D p. 2(,500.00 p. 25.000
#ukang Ka>u 0.0(00 6r D p. 40,000.00 p. 2,00.000Kepala #ukang 0.00(0 6r D p. 50,000.00 p. 350.000
-andor 0.0015 6r D p. 40,000.00 p. '0.000
Rp. 1)(!.00
%0 An. $(.
Bahan :
Ka>u Proil 1.0500 D p. 4,200.00 p. 4,410.000
Tenaga :
Pekerja 0.0210 6r D p. 2(,500.00 p. 5((.500
#ukang Ka>u 0.0210 6r D p. 40,000.00 p. 40.000
Kepala #ukang 0.0020 6r D p. 50,000.00 p. 100.000
-andor 0.0010 6r D p. 40,000.00 p. 40.000
Rp. ,%&.0%1 An. $1.
Bahan :
Balok Ka>u Klas @ 1.2000 D p. 5,332,000.00 p. ',3&,400.000
Tenaga :
Pekerja '.0000 6r D p. 2(,500.00 p. 1'5,000.000
#ukang Ka>u 20.0000 6r D p. 40,000.00 p. 00,000.000
Kepala #ukang 2.0000 6r D p. 50,000.00 p. 100,000.000
-andor 0.3000 6r D p. 40,000.00 p. 12,000.000
Rp. &'&'00.00
%! An. $.
Bahan :
Papan Ka>u Klas @ 0.0'40 D p. ',200,000.00 p. 3&',00.000
Tenaga :
Pekerja 1.0000 6r D p. 2(,500.00 p. 2(,500.000
#ukang Ka>u 3.0000 6r D p. 40,000.00 p. 120,000.000
Kepala #ukang 0.3000 6r D p. 50,000.00 p. 15,000.000
-andor 0.3000 6r D p. 40,000.00 p. 12,000.000
Rp. &1(00.00
%( An. $!.
Bahan :
Papan Ka>u Klas @ 0.0'00 D p. ',200,000.00 p. 3(2,000.000
Paku Biasa 1/281 0.1500 Kg D p. 12,(00.00 p. 1,&05.000
Tenaga : Pekerja 0.5000 6r D p. 2(,500.00 p. 13,(50.000
#ukang Ka>u 2.0000 6r D p. 40,000.00 p. 0,000.000
Kepala #ukang 0.2000 6r D p. 50,000.00 p. 10,000.000
-andor 0.0250 6r D p. 40,000.00 p. 1,000.000
Rp. '&)%.00
%' An. $".
Bahan :
Papan Ka>u Klas @ 0.0400 D p. ',200,000.00 p. 24,000.000
Tenaga :
Pekerja 1.0000 6r D p. 2(,500.00 p. 2(,500.000
#ukang Ka>u 2.5000 6r D p. 40,000.00 p. 100,000.000
Kepala #ukang 0.2500 6r D p. 50,000.00 p. 12,500.000-andor 0.0500 6r D p. 40,000.00 p. 2,000.000
Rp. (,0000.00
1 M!Pa$an2 Lan2i:lan2i 100
-
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% An. $#.
Bahan :
Papan Ka>u Klas @ 0.0350 D p. ',200,000.00 p. 21(,000.000
Ka:a Bening 5 mm 1.1000 D p. (4,100.00 p. 1,510.000
Tenaga :
Pekerja 0.000 6r D p. 2(,500.00 p. 22,000.000
#ukang Ka>u 2.0000 6r D p. 40,000.00 p. 0,000.000Kepala #ukang 0.2000 6r D p. 50,000.00 p. 10,000.000
-andor 0.0400 6r D p. 40,000.00 p. 1,'00.000
Rp. '1!110.00
%% An. $$.
Bahan :
Ka:a Bening 5 mm 1.1000 D p. (4,100.00 p. 1,510.000
Ka>u Les Klas @@ 0.0020 D p. 2,40,000.00 p. 4,&'0.000
Tenaga :
Pekerja 0.'000 6r D p. 2(,500.00 p. 1',500.000
#ukang Ka>u 1.5000 6r D p. 40,000.00 p. '0,000.000
Kepala #ukang 0.2000 6r D p. 50,000.00 p. 10,000.000
-andor 0.0400 6r D p. 40,000.00 p. 1,'00.000Rp. 1&'&0.00
%& An. $%.
Bahan :
Keramik 20+20 1.0000 D p. 3&,&00.00 p. 3&,&00.000
Keramik 25+25 1.0000 D p. 3&,&00.00 p. 3&,&00.000
Keramik 30+30 1.0000 D p. 3(,100.00 p. 3(,100.000
Keramik 40+40 1.0000 D p. 44,500.00 p. 44,500.000
$emen Por!land 11.300 Kg D p. ('4.00 p. ,'&4.320
Pasir Pasangan 0.0420 D p. (2,000.00 p. 3,024.000
$emen ;arna 1.5000 Kg D p. 1,420.00 p. 2,130.000
Tenaga :
Pekerja 0.'200 6r D p. 2(,500.00 p. 1(,050.000
#ukang Ba!u 0.3500 6r D p. 40,000.00 p. 14,000.000
Kepala #ukang 0.0350 6r D p. 50,000.00 p. 1,(50.000
-andor 0.0300 6r D p. 40,000.00 p. 1,200.000
Kea+i6 !0
Kea+i6 (0
-
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%, An. $'.
Bahan :
Plamir 1 + 0.1000 Kg D p. 15,000.00 p. 1,500.000
Aa! asar 1 + 0.1000 Kg D p. &,500.00 p. &50.000
Aa! Penu!up 2 + 0.2'00 Kg D p. 12,000.00 p. 3,120.000
Tenaga :
Pekerja 0.0200 6r D p. 2(,500.00 p. 550.000#ukang Aa! 0.0'30 6r D p. 40,000.00 p. 2,520.000
Kepala #ukang 0.00'3 6r D p. 50,000.00 p. 315.000
-andor 0.0025 6r D p. 40,000.00 p. 100.000
Rp. ,0.00
&0 An. %(.
Bahan :
Aa! -eni 0.2000 Kg D p. ,000.00 p. 1,'00.000
Plamir 1 + 0.1500 Kg D p. 15,000.00 p. 2,250.000
Aa! asar 1 + 0.1(00 Kg D p. &,500.00 p. 1,'15.000
Aa! Penu!up 2 + 0.2'00 Kg D p. 12,000.00 p. 3,120.000
Tenaga :
Pekerja 0.0(00 6r D p. 2(,500.00 p. 1,&25.000#ukang Ba!u 0.00&0 6r D p. 40,000.00 p. 3'0.000
Kepala #ukang 0.00'0 6r D p. 50,000.00 p. 300.000
-andor 0.0025 6r D p. 40,000.00 p. 100.000
Rp. ,%&0.00
&1 An. %1.
Bahan :
Aa! asar 1 + 0.1(00 Kg D p. &,500.00 p. 1,'15.000
Aa! Penu!up 2 + 0.2'00 Kg D p. 12,000.00 p. 3,120.000
Tenaga :
Pekerja 0.0(00 6r D p. 2(,500.00 p. 1,&25.000
#ukang Ba!u 0.00&0 6r D p. 40,000.00 p. 3'0.000
Kepala #ukang 0.00'0 6r D p. 50,000.00 p. 300.000
-andor 0.0025 6r D p. 40,000.00 p. 100.000
Rp. &'!0.00
&! An. %.
Analisa :
An. 9. Pasir rug Bawah $aluran 0.0300 D p. 5,450.00 p. 2,5'3.500
An. 16. Pasangan #embok 1 3 0.0&'0 D p. 3&',50.5 p. 3,0'4.50
An. 24. Ples!eran #embok 1 2 0.0(20 D p. 2,&40.&2 p. 2,03.(4'
An. 30. %:ian #embok 0.0(20 D p. 5,(50.30 p. 414.022
Bahan :
1.0000 D p. 22,000.00 p. 22,000.000
Rp. %1!%.1!1 An. 1. 1 B- K*n8i Tana+ ! < P*a
Bahan :
Kun:i #anam 2 + Pu!ar 1.0000 Bh D p. 40,000.00 p. 40,000.000
Tenaga :
Pekerja 0.0100 6r D p. 2(,500.00 p. 2(5.000
#ukang Ka>u 0.5000 6r D p. 40,000.00 p. 20,000.000
Kepala #ukang 0.0100 6r D p. 50,000.00 p. 500.000
-andor 0.0050 6r D p. 40,000.00 p. 200.000
Rp. %0,&.00
1 An. 1. 1 B- En2$el Pin* K*nin2an
Bahan :
?ngsel Pin!u Kuningan 1.0000 Bh D p. ,200.00 p. ,200.000Tenaga :
Pekerja 0.0150 6r D p. 2(,500.00 p. 412.500
#ukang Ka>u 0.1500 6r D p. 40,000.00 p. ',000.000
Kepala #ukang 0.0150 6r D p. 50,000.00 p. (50.000
-andor 0.000(5 6r D p. 40,000.00 p. 30.000
1 M!Pen2e8aan Te+3"6/Eeni Ba* 4 1 Lp$ Pla+i 1 Lp$ =a Da$a ! Lp$ =a Pen**p 5
1 M!Pen2e8aan Ka;* Ba* 4 1 Lp$ Pla+i 1 Lp$ =a Da$a ! Lp$ =a Pen**p 5
1 M!Pen2e8aan Aap Sen2 Ba* 4 1 Lp$ =a Da$a ! Lp$ =a Pen**p 5
1 M1Pe6e@aan Sal*an Kelilin2 Ban2*nan
-3
-3
-3
-3
Buis Be!on 1/2 7 20 -1
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Rp. 1(,!.0
1 An. 1. 1 B- En2$el Jen#ela K*nin2an
Bahan :
?ngsel 9endela Kuningan 1.0000 Bh D p. 4,100.00 p. 4,100.000
Tenaga :
Pekerja 0.0200 6r D p. 2(,500.00 p. 550.000
#ukang Ka>u 0.2000 6r D p. 40,000.00 p. ,000.000Kepala #ukang 0.0200 6r D p. 50,000.00 p. 1,000.000
-andor 0.0100 6r D p. 40,000.00 p. 400.000
Rp. 1'00.00
1 An. 1. 1 B- Gen#el Pin*
Bahan :
"rendel Pin!u 1.0000 Bh D p. 10,000.00 p. 10,000.000
Tenaga :
Pekerja 0.0100 6r D p. 2(,500.00 p. 2(5.000
#ukang Ka>u 0.1000 6r D p. 40,000.00 p. 4,000.000
Kepala #ukang 0.0100 6r D p. 50,000.00 p. 500.000
-andor 0.0050 6r D p. 40,000.00 p. 200.000
Rp. 1',&.001 An. 1. 1 B- Gen#el Jen#ela
Bahan :
"rendel 9endela 1.0000 Bh D p. ,200.00 p. ,200.000
Tenaga :
Pekerja 0.0120 6r D p. 2(,500.00 p. 330.000
#ukang Ka>u 0.1200 6r D p. 40,000.00 p. 4,00.000
Kepala #ukang 0.0120 6r D p. 50,000.00 p. '00.000
-andor 0.00'0 6r D p. 40,000.00 p. 240.000
Rp. 1'1&0.00
1 An. 1. 1 B- Kai An2in Jen#ela
Bahan :
Kair %ngin 1.0000 Bh D p. 4,100.00 p. 4,100.000
Tenaga :
Pekerja 0.0150 6r D p. 2(,500.00 p. 412.500
#ukang Ka>u 0.1500 6r D p. 40,000.00 p. ',000.000
Kepala #ukang 0.0150 6r D p. 50,000.00 p. (50.000
-andor 0.000(5 6r D p. 40,000.00 p. 30.000
Rp. 11!,!.0
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DATAR HARGA BAHAN BANGUNAN
KAB. BULUKUMBA KE=. KINDANG THN !00%
N" Na+a Baan2 Sa*an Ha2a Sa*an
1 Ba!u gunung -3 p. (5,000.00
2 #anah !imbunan -3 p. 55,000.00
3 Pasir / #imbunan -3 p. '4,000.00
4 Pasir pasangan -3 p. (2,000.005 Pasir Be!on -3 p. &1,000.00
' $ir!u m3 p. '1,00.00
( Aipping $pli! ba!u pe:ah 283 A- -3 p. 153,400.00
Kerikil Be!on -3 p. 104,500.00
& Kerikil $ungai -3 p. '',500.00
10 $emen 50 kg #onasa Fak p. 3,200.00
11 $emen 50 kg #onasa Kg p. ('4.00
12 $emen ;arna 50 Kg Fak p. (1,000.00
13 $emen ;arna 50 Kg Kg p. 1,420.00
14 Kapur Pasangan m3 p. 12',400.00
15 Ba!a -erah Bh p. 300.00
1' Balok Kelas @ -3 p. 5,332,000.001( Papan Kelas @ -3 p. ',200,000.00
1 Balok Kelas @@ -3 p. 2,40,000.00
1& Papan Kelas @@ -3 p. 2,40,000.00
20 Balok Kelas @@@ -3 p. 1,4,000.00
21 Papan Kelas @@@ -3 p. 1,4,000.00
22 %la! Ban!u $e! p. 5,000.00
23 Ka>u un!uk peran:ah -3 -3 p. 1,350,000.00
24 olken Ka>u E 8 10/400 :m b!g p. 30,000.00
25 Bambu b!g p. 12,000.00
2' #riple+ 3 mm lbr p. 55,'00.00
2( #riple+ 4 mm lbr p. '5,500.00
2 -ul!ipleks & mm lbr p. 122,&00.00
2& #ekwood lbr p. &3,'00.00
30 Lis! Proil Lebar -1 p. 4,200.00
31 Paku biasa 5810 :m kg p. 12,(00.00
32 Besi be!on biasa kg p. ,500.00
33 Besi be!on lir kg p. 12,000.00
34 Besi be!on lir iame!er 1& B!g p. 123,400.00
35 Besi be!on lir iame!er 1& - p. 10,500.00
3' Kawa! be!on kg p. 13,500.00
3( Besi $iku '0.'0.' b!g p. 2(0,400.00
3 Besi $iku '0.'0.' - p. 45,0''.'(
3& Besi $iku 30.30.3 b!g p. 5(,500.0040 Besi $iku 30.30.3 - p. &,53.33
41 Besi $!rip 30+3mm -1 p. 3,000.00
42 Besi $!rip 30+3mm Kg p. 13,000.00
43 $eng "elombang 0.20 Kk p. ',300.00
44 $eng "elombang 0.22 Kk p. ,200.00
45 $eng "elombang 0.22 -2 p. 32,000.00
4' $eng "elombang 0.25 Kk p. (,500.00
4( $eng "elombang 0.30 Kk p. ',00.00
4 $eng "elombang 0.35 Kk p. 5,400.00
4& $eng Pla! 0.20 LB p. 51,000.00
50 Paku seng Kg p. 2&,'00.00
51 Kun:i #anam union 2 + pu!ar Bh p. 40,000.0052 Kun:i #anam 2+ Pu!ar Gale Pas p. 55,00.00
53 ?ngsel Pin!u Kuningan Pas p. ,200.00
54 ?ngsel 9endela Kuningan Pas p. 4,100.00
55 "rendel Pin!u Pas p. 10,000.00
5' "rendel 9endela Pas p. ,200.00
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5( Kai! %ngin Pas p. 4,100.00
5 @ns!alasi #i!ik Aaha>a !!k p. '0,000.00Lampu 6ias #iga $usun $e! p. ',000,000.00
5& Lampu #L 2 + 40 ;a!! - bh p. 200,000.00'0 Lampu #L 2 + 20 ;a!! - bh p. 14,000.00'1 Lampu #L 1 + 20 ;a!! - bh p. '&,000.00
'2 Lampu #L 2 + 40 ;a!! #K@ bh p. 120,000.00'3 Lampu #L 1 + 40 ;a!! #K@ bh p. 0,000.00'4 Lampu #L 2 + 20 ;a!! #K@ bh p. 103,000.00
'5 Panel #enaga bh p. 25,000.00'' Panel is!ribusi bh p. 430,000.00'( $ekering Kas! 2 "roup bh p. 30,000.00' $!op Kon!ak bh p. (,500.00'& $aklar "anda bh p. 12,000.00(0 $aklar #unggal bh p. 10,000.00(1 Lampu Kapsul 40 ;a!! Philips bh p. 25,000.00(2 Lampu Pijar 25 ;a!! bh p. 4,000.00(3 Lampu #L 20 w bh p. 11,500.00
(4 Lampu #L 40 w bh p. 35,000.00(5 Lampu #L 2+40 w bh p. (0,000.00(' os @nbow/ou!bow 20 ;a!! bh p. 15,000.00(( Lampu Kapsul 20 ;a!! os @nbow/Hu!bow Pas p. 40,000.00( ?!erni! 100 + 100 :m Lbr p. 12,&00.00
(& #egel Keramik ;arna 40 + 40 os p. 44,500.00
0 #egel Keramik ;arna 30 + 30 os p. 3(,100.00
1 #egel Keramik ;arna 25 + 25 os p. 3&,&00.00
2 #egel Keramik ;arna 20 + 20 os p. 3&,&00.00
3 #egel Keramik ;arna 20 + 25 os p. 3&,&00.00
4 #egel Keramik 10+20 os p. 3&,&00.00
5 Buis Be!on 7 30 -1 p. 41,300.00
' Buis Be!on 1/2 7 30 -1 p. 22,000.00
( Plamir Kg p. 15,000.00
Aa! asar Kg p. &,500.00
& Aa! Penu!up Kg p. 12,000.00&0 Aa! -eni Kg p. ,000.00
&1 9endela ak !anah l!r p. 2,500.00
10 -uin>ak Bekis!ing l!r p. 1,500.0010& -eni Besi Kg p. 12,500.00
110 Ker!as "osok lbr p. 2,000.00
111 ead> -i+ Aon:re! m3 p. 450,000.00
112 Aurring Aon:re!e m3 p. (,500.00
113 Aon:re!e Pump Aar '0 m3/hr 9am p. 30,000.00
Pas. Bak eserIoir $!ainles!eel 2 m3
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114 Aon:re! )ibra!or 9am p. 15,000.00
DATAR HARGA SATUAN UPAH KERJA
NO Upa- Ke@a Sa*an Ha2a Sa*an
1 Pekerja 6ari/$a!uan p. 2(,500.00
2 #ukang 6ari/$a!uan p. 40,000.00
3 Kepala #ukang 6ari/$a!uan p. 50,000.00
4 -andor 6ari/$a!uan p. 40,000.00
-akassar,...........-are! 200'
=V. DIAN =ONSULTAN
N;. H@. ANDI TUANG
irek!ris
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URAIAN ANALISA SNI
1 An. 1.
Bahan :
Ka>u 5/( Klas @@@ 0.0120 D p. 3,500,000.00 p. 42,000.00
Paku Biasa 285 0.0200 Kg D p. 15,000.00 p. 300.00
Ka>u Papan Klas @@@ 0.00(0 D p. 3,(50,000.00 p. 2',250.00
Upah :
#ukang Ka>u 0.1000 6r D p. 150,000.00 p. 15,000.00
Pekerja 0.1000 6r D p. 100,000.00 p. 10,000.00
Kepala #ukang 0.0100 6r D p. 200,000.00 p. 2,000.00
-andor 0.0050 6r D p. 300,000.00 p. 1,500.00
Rp. ,&00.00
! An. .
Upah :
Pekerja 0.1000 6r D p. 100,000.00 p. 10,000.00
-andor 0.0500 6r D p. 300,000.00 p. 15,000.00
Rp. !000.00
( An. !.
Upah :
Pekerja 0.(350 6r D p. 100,000.00 p. (3,500.00
-andor 0.0(30 6r D p. 300,000.00 p. 21,&00.00
Rp. ,'00.00
' An. ".
Upah :
Pekerja 0.1&20 6r D p. 100,000.00 p. 1&,200.00
-andor 0.01&0 6r D p. 300,000.00 p. 5,(00.00
Rp. !',00.00
An. #.
Upah :
Pekerja 0.5000 6r D p. 100,000.00 p. 50,000.00
-andor 0.0500 6r D p. 300,000.00 p. 15,000.00
Rp. %000.00
% An. $.
Bahan :
Kerikil $ungai 0.000 D p. 4(5,000.00 p. 3,000.00Upah :
Pekerja 0.0300 6r D p. 100,000.00 p. 3,000.00
-andor 0.0010 6r D p. 300,000.00 p. 300.00
Rp. '1(00.00
% An. $.
Bahan :
Pasir rug 1.2000 D p. 452,500.00 p. 543,000.00
Upah :
Pekerja 0.3000 6r D p. 100,000.00 p. 30,000.00
-andor 0.0100 6r D p. 300,000.00 p. 3,000.00
Rp. &%000.00& An. %.
Bahan :
$ir!u 1.2000 D p. 452,500.00 p. 543,000.00
Upah :
Pekerja 0.2500 6r D p. 100,000.00 p. 25,000.00
No Uaian K"e Sa Ha2a Sa*an J*+la-
1 M1 Pen2*6*an #an Pe+a$an2an B"*7plan6
-3
-3
1 M! Me+3e$i-6an Lapan2an #an Pealaan
1 M( Galian Tana- 3ia$a $e#ala+ ( +ee
1 M( U*2an Ke+3ali
1 M( Pe+a#aan Tana-
1 M! Ha+paan Kei6il
-3
1 M( U*2an Pa$i
-3
1 M( U*2an Si*
-3
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-andor 0.0250 6r D p. 300,000.00 p. (,500.00
Rp. &00.00
) An. &.
Bahan :
#anah rug 1.2000 D p. (5,000.00 p. &0,000.00
Upah :
Pekerja 0.3000 6r D p. 100,000.00 p. 30,000.00-andor 0.0100 6r D p. 300,000.00 p. 3,000.00
Rp. 1!(000.00
, An. '.
Bahan :
Ba!u "unung 15/20 :m 1.2000 D p. 500,000.00 p. '00,000.00
Pasir rug 0.3000 D p. 452,500.00 p. 135,(50.00
Upah :
Pekerja 0.(00 6r D p. 150,000.00 p. 11(,000.00
#ukang Ba!u 0.3&00 6r D p. 100,000.00 p. 3&,000.00
Kepala #ukang 0.03&0 6r D p. 200,000.00 p. (,00.00
-andor 0.03&0 6r D p. 300,000.00 p. 11,(00.00
Rp. ,11!0.0010 An. 1(.
Bahan :
Ba!u "unung 1.1000 D p. 500,000.00 p. 550,000.00
$emen Por!land 3&2.0000 Kg D p. 1,&50.00 p. ('4,400.00
Pasir Pasangan 0.3140 D p. 452,500.00 p. 142,05.00
Upah :
Pekerja 1.5000 6r D p. 100,000.00 p. 150,000.00
#ukang Ba!u 0.'000 6r D p. 150,000.00 p. &0,000.00
Kepala #ukang 0.0'00 6r D p. 200,000.00 p. 12,000.00
-andor 0.0(50 6r D p. 300,000.00 p. 22,500.00
Rp. 1&(0,).00
11 An. 11.
Bahan :
Ba!u "unung 1.1000 D p. 500,000.00 p. 550,000.00
$emen Por!land 13'.0000 Kg D p. 1,&50.00 p. 2'5,200.00
Pasir Pasangan 0.5440 D p. 452,500.00 p. 24',1'0.00
Upah :
Pekerja 1.5000 6r D p. 100,000.00 p. 150,000.00
#ukang Ba!u 0.'000 6r D p. 150,000.00 p. &0,000.00
Kepala #ukang 0.0'00 6r D p. 200,000.00 p. 12,000.00
-andor 0.0(50 6r D p. 300,000.00 p. 22,500.00
Rp. 1(()%0.00
1! An. 1.Bahan :
Ba!a -erah 5+11+22 550.0000 Bh D p. 1,350.00 p. (42,500.00
$emen Por!land 120.0000 Kg D p. 1,&50.00 p. 234,000.00
Pasir Pasangan 0.3333 D p. 452,500.00 p. 150,1.25
Upah :
Pekerja 2.'''( 6r D p. 100,000.00 p. 2'','(0.00
#ukang Ba!u 0.333 6r D p. 150,000.00 p. 124,&&5.00
Kepala #ukang 0.033 6r D p. 200,000.00 p. 1',''0.00
-andor 0.1250 6r D p. 300,000.00 p. 3(,500.00
Rp. 1&(1'(.!
1( An. 1!.
Bahan :Ba!a -erah 5+11+22 550.0000 Bh D p. 1,350.00 p. (42,500.00
$emen Por!land 0.0000 Kg D p. 1,&50.00 p. 15',000.00
Pasir Pasangan 0.3333 D p. 452,500.00 p. 150,1.25
Upah :
Pekerja 2.'''( 6r D p. 100,000.00 p. 2'','(0.00
1 M( U*2an Tana-
-3
1 M( Pa$an2 P"n#a$i Ba* K"$"n2
-3
-3
1 M( Pa$an2 P"n#a$i Ba* G*n*n2 1 P8 9 ( P$
-3
-3
1 M( Pa$an2 P"n#a$i Ba* G*n*n2 1 P8 9 P$
-3
-3
1 M(
Pa$an2 Baa Mea- 1/! Baa 1 P8 9 ( P$
-3
1 M( Pa$an2 Baa Mea- 1/! Baa 1 P8 9 P$
-3
-
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#ukang Ba!u 0.333 6r D p. 150,000.00 p. 124,&&5.00
Kepala #ukang 0.033 6r D p. 200,000.00 p. 1',''0.00
-andor 0.1250 6r D p. 300,000.00 p. 3(,500.00
Rp. 1',1'(.!
1' An. 1".
Bahan :
Ba!a -erah 5+11+22 35.0000 Bh D p. 1,350.00 p. 4(,250.00$emen Por!land 4.400 Kg D p. 1,&50.00 p. &,43.00
Pasir Pasangan 0.0225 D p. 452,500.00 p. 10,11.25
Upah :
Pekerja 0.1'00 6r D p. 100,000.00 p. 1',000.00
#ukang Ba!u 0.0500 6r D p. 150,000.00 p. (,500.00
Kepala #ukang 0.0050 6r D p. 200,000.00 p. 1,000.00
-andor 0.00(5 6r D p. 300,000.00 p. 2,250.00
Rp. ,(%1,.!
1 An. 1#.
Bahan :
$emen Por!land '.400 Kg D p. 1,&50.00 p. 12,'3'.00
Pasir Pasangan 0.01&0 D p. 452,500.00 p. ,5&(.50Upah :
Pekerja 0.2000 6r D p. 100,000.00 p. 20,000.00
#ukang Ba!u 0.1500 6r D p. 150,000.00 p. 22,500.00
Kepala #ukang 0.0150 6r D p. 200,000.00 p. 3,000.00
-andor 0.0100 6r D p. 300,000.00 p. 3,000.00
Rp. %,&((.0
1% An. 1$.
Bahan :
$emen Por!land 4.3200 Kg D p. 1,&50.00 p. ,424.00
Pasir Pasangan 0.0220 D p. 452,500.00 p. &,&55.00
Upah :
Pekerja 0.2000 6r D p. 100,000.00 p. 20,000.00
#ukang Ba!u 0.1500 6r D p. 150,000.00 p. 22,500.00
Kepala #ukang 0.0150 6r D p. 200,000.00 p. 3,000.00
-andor 0.0100 6r D p. 300,000.00 p. 3,000.00
Rp. %%)&,.00
1& An. 1%.
Bahan :
$emen Por!land 10.000 Kg D p. 1,&50.00 p. 21,0'0.00
Pasir Pasangan 0.02'0 D p. 452,500.00 p. 11,('5.00
Upah :
Pekerja 0.2500 6r D p. 100,000.00 p. 25,000.00
#ukang Ba!u 0.2000 6r D p. 150,000.00 p. 30,000.00Kepala #ukang 0.0200 6r D p. 200,000.00 p. 4,000.00
-andor 0.0125 6r D p. 300,000.00 p. 3,(50.00
Rp. ,&.00
1) An. 1&.
Bahan :
$emen Por!land (.2&00 Kg D p. 1,&50.00 p. 14,215.50
Pasir Pasangan 0.020 D p. 452,500.00 p. 12,'(0.00
Upah :
Pekerja 0.2500 6r D p. 100,000.00 p. 25,000.00
#ukang Ba!u 0.2000 6r D p. 150,000.00 p. 30,000.00
Kepala #ukang 0.0200 6r D p. 200,000.00 p. 4,000.00
-andor 0.0125 6r D p. 300,000.00 p. 3,(50.00Rp. ),%(.0
1, An. 1'.
Bahan :
$emen Por!land 0.4200 Kg D p. 1,&50.00 p. 1&.00
Kapur Pasangan 0.0053 D p. 452,500.00 p. 2,3&.25
1 M! Pa$an2 Lanai Baa Mea- 1/' Baa 1 P8 9 P$
-3
1 M! Ple$ean 1 P8 9 ( P$ e3al 1 8+
-3
1 M! Ple$ean 1 P8 9 P$ e3al 1 8+
-3
1 M! Ple$ean 1 P8 9 ( P$ e3al ! 8+
-3
1 M! Ple$ean 1 P8 9 P$ e3al ! 8+
-3
1 M! A8ian Ple$ean
-3
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Upah :
Pekerja 0.050 6r D p. 100,000.00 p. ,500.00
#ukang Ba!u 0.0500 6r D p. 150,000.00 p. (,500.00
Kepala #ukang 0.0050 6r D p. 200,000.00 p. 1,000.00
-andor 0.0043 6r D p. 300,000.00 p. 1,2&0.00
Rp. !10&.!
!0 An. (.Bahan :
$emen Por!land 21.0000 Kg D p. 1,&50.00 p. 425,100.00
Pasir Be!on 0.5200 D p. 452,500.00 p. 235,300.00
Koral Be!on 0.(00 D p. 52(,500.00 p. 45,&25.00
Tenaga :
Pekerja 1.'500 6r D p. 100,000.00 p. 1'5,000.00
#ukang Ba!u 0.2500 6r D p. 150,000.00 p. 3(,500.00
Kepala #ukang 0.0250 6r D p. 200,000.00 p. 5,000.00
-andor 0.000 6r D p. 300,000.00 p. 24,000.00
Rp. 1(0)!.00
!1 An. 1.
Bahan :$emen Por!land 400.0000 Kg D p. 1,&50.00 p. (0,000.00
Pasir Be!on 0.4000 D p. 452,500.00 p. 11,000.00
Koral Be!on 0.200 D p. 52(,500.00 p. 432,550.00
Tenaga :
Pekerja '.0000 6r D p. 100,000.00 p. '00,000.00
#ukang Ba!u 1.0000 6r D p. 150,000.00 p. 150,000.00
Kepala #ukang 0.1000 6r D p. 200,000.00 p. 20,000.00
-andor 0.3000 6r D p. 300,000.00 p. &0,000.00
Rp. !!(0.00
!! An. .
Bahan :
$emen Por!land 3.0000 Kg D p. 1,&50.00 p. (5','00.00
Pasir Be!on 0.'500 D p. 452,500.00 p. 2&4,125.00
Koral Be!on 0.'500 D p. 52(,500.00 p. 342,(5.00
Tenaga :
Pekerja '.0000 6r D p. 100,000.00 p. '00,000.00
#ukang Ba!u 1.0000 6r D p. 150,000.00 p. 150,000.00
Kepala #ukang 0.1000 6r D p. 200,000.00 p. 20,000.00
-andor 0.3000 6r D p. 300,000.00 p. &0,000.00
Rp. !!(%00.00
!( An. !. 1 K2 Pe+3e$ian #en2an Be$i P"l"$ aa* Be$i Uli
Bahan :
Besi Be!on Polos/ulir 1.0500 Kg D p. 1,(50.00 p. 1&,'(.500Kawa! Be!on 0.0150 Kg D p. 2',250.00 p. 3&3.(50
Tenaga :
Pekerja 0.00(0 6r D p. 100,000.00 p. (00.000
#ukang Besi 0.00(0 6r D p. 150,000.00 p. 1,050.000
Kepala #ukang 0.000( 6r D p. 200,000.00 p. 140.000
-andor 0.0003 6r D p. 300,000.00 p. &0.000
Rp. !!0%1.!0
!' An. ".
Bahan :
Ka>u #eren!ang Klas @@ 0.0400 D p. 4,&00,000.00 p. 1&',000.000
Paku Biasa 2 8 5 0.3000 Kg D p. 15,000.00 p. 4,500.000
-in>ak Bekis!ing 0.1000 L!r D p. (,500.00 p. (50.000Tenaga :
Pekerja 0.3000 6r D p. 100,000.00 p. 30,000.000
#ukang Ka>u 0.2'00 6r D p. 150,000.00 p. 3&,000.000
Kepala #ukang 0.02'0 6r D p. 200,000.00 p. 5,200.000
-andor 0.0050 6r D p. 300,000.00 p. 1,500.000
1 M(
Me+3*a Be"n T*+3*6 1 P8 9 ( P$ 9 K
-3
-3
1 M( Me+3*a Be"n Be*lan2 #en2an M** K:!&
-3
-3
1 M( Me+3*a Be"n Be*lan2 #en2an M** K:!!
-3
-3
1 M!Pa$an2n Be6i$in2 Un*6 P"n#a$i
-3
-
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Rp. !&%,0.00
! An. #.
Bahan :
Ka>u #eren!ang Klas @@ 0.0450 D p. 4,&00,000.00 p. 220,500.000
Paku Biasa 2 8 5 0.3000 Kg D p. 15,000.00 p. 4,500.000
-in>ak Bekis!ing 0.1000 L!r D p. (,500.00 p. (50.000
Tenaga : Pekerja 0.3000 6r D p. 100,000.00 p. 30,000.000
#ukang Ka>u 0.2'00 6r D p. 150,000.00 p. 3&,000.000
Kepala #ukang 0.02'0 6r D p. 200,000.00 p. 5,200.000
-andor 0.0050 6r D p. 300,000.00 p. 1,500.000
Rp. (01'0.00
!%An. $.
Bahan :
Ka>u #eren!ang Klas @@ 0.0400 D p. 2,2(5,000.00 p. &1,000.000
Paku Biasa 2 8 5 0.4000 Kg D p. 12,000.00 p. 4,00.000
-in>ak Bekis!ing 0.2000 L!r D p. 1,500.00 p. 300.000
Balok Ka>u Klas @@@ 0.0150 D p. 1,300,000.00 p. 1&,500.000
-ul!iple+ !ebal & mm 0.3500 Lbr D p. 102,500.00 p. 35,(5.000olken Ka>u E 8 10/400 :m 2.0000 B!g D p. 30,000.00 p. '0,000.000
Tenaga :
Pekerja 0.3000 6r D p. 100,000.00 p. 30,000.000
#ukang Ka>u 0.3300 6r D p. 150,000.00 p. 4&,500.000
Kepala #ukang 0.0330 6r D p. 200,000.00 p. ','00.000
-andor 0.00'0 6r D p. 300,000.00 p. 1,00.000
Rp. !,,(&.00
!& An. %.
Bahan :
Ka>u #eren!ang Klas @@ 0.0400 D p. 2,40,000.00 p. &&,200.000
Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000
-in>ak Bekis!ing 0.2000 L!r D p. 1,500.00 p. 300.000
Balok Ka>u Klas @@@ 0.010 D p. 1,4,000.00 p. 2',(4.000
-ul!iple+ !ebal & mm 0.3500 Lbr D p. 122,&00.00 p. 43,015.000
olken Ka>u E 8 10/400 :m 2.0000 B!g D p. 30,000.00 p. '0,000.000
Tenaga :
Pekerja 0.3200 6r D p. 2(,500.00 p. ,00.000
#ukang Ka>u 0.3300 6r D p. 40,000.00 p. 13,200.000
Kepala #ukang 0.0330 6r D p. 50,000.00 p. 1,'50.000
-andor 0.00'0 6r D p. 40,000.00 p. 240.000
Rp. !)!%,.00!) An. &.
Bahan :
Ka>u #eren!ang Klas @@ 0.0400 D p. 2,40,000.00 p. &&,200.000
Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000
-in>ak Bekis!ing 0.2000 L!r D p. 1,500.00 p. 300.000
Balok Ka>u Klas @@@ 0.0150 D p. 1,4,000.00 p. 22,320.000
-ul!iple+ !ebal & mm 0.3500 Lbr D p. 122,&00.00 p. 43,015.000
olken Ka>u E 8 10/400 :m '.0000 B!g D p. 30,000.00 p. 10,000.000
Tenaga :
Pekerja 0.3200 6r D p. 2(,500.00 p. ,00.000
#ukang Ka>u 0.3300 6r D p. 40,000.00 p. 13,200.000
Kepala #ukang 0.0330 6r D p. 50,000.00 p. 1,'50.000-andor 0.00'0 6r D p. 40,000.00 p. 240.000
Rp. (&()0.00
!, An. '.
Bahan :
Ka>u #eren!ang Klas @@ 0.0300 D p. 2,40,000.00 p. (4,400.000
1 M!Pa$an2n Be6i$in2 Un*6 Sl""
-3
1 M!Pa$an2n Be6i$in2 Un*6 K"l"+
-3
-3
1 M!Pa$an2n Be6i$in2 Un*6 Bal"6
-3
-3
1 M!Pa$an2n Be6i$in2 Un*6 Lanai
-3
-3
1 M!Pa$an2n Be6i$in2 Un*6 Din#in2
-3
-
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Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000
-in>ak Bekis!ing 0.2000 L!r D p. 1,500.00 p. 300.000
Balok Ka>u Klas @@@ 0.0200 D p. 1,4,000.00 p. 2&,('0.000
-ul!iple+ !ebal & mm 0.3500 Lbr D p. 122,&00.00 p. 43,015.000
olken Ka>u E 8 10/400 :m 3.0000 B!g D p. 30,000.00 p. &0,000.000
Tenaga :
Pekerja 0.3200 6r D p. 2(,500.00 p. ,00.000#ukang Ka>u 0.3300 6r D p. 40,000.00 p. 13,200.000
Kepala #ukang 0.0330 6r D p. 50,000.00 p. 1,'50.000
-andor 0.00'0 6r D p. 40,000.00 p. 240.000
Rp. !%%''.00
(0 An. !(.
Analisa :
%n. 21. Be!on -u!u K82(5 1.0000 D p. 2,253,550.00 p. 2,253,550.000
%n. 22. Be!on -u!u K8225 1.0000 D p. 2,253,'00.00 p. 2,253,'00.000
%n. 23. Pembesian Be!on 145.0000 Kg D p. 22,0'1.25 p. 3,1&,1.250
%n. 24. Bekis!ing Pondasi 4.0000 D p. 2(',&50.00 p. 1,10(,00.000
Be"n M** K:!& Rp. %%0!(1.!
Be"n M** K:!! Rp. %%0!)1.!(1 An. !1.
Analisa :
%n. 21. Be!on -u!u K82(5 1.0000 D p. 2,253,550.00 p. 2,253,550.000
%n. 22. Be!on -u!u K8225 1.0000 D p. 2,253,'00.00 p. 2,253,'00.000
%n. 23. Pembesian Be!on 150.0000 Kg D p. 22,0'1.25 p. 3,30&,1(.500
%n. 25. Bekis!ing $loo .0000 D p. 301,450.00 p. 2,411,'00.000
Be"n M** K:!& Rp. &,&'((&.0
Be"n M** K:!! Rp. &,&'()&.0
(! An. !.
Analisa :
%n. 21. Be!on -u!u K82(5 1.0000 D p. 2,253,550.00 p. 2,253,550.000
%n. 22. Be!on -u!u K8225 1.0000 D p. 2,253,'00.00 p. 2,253,'00.000
%n. 23. Pembesian Be!on 150.0000 Kg D p. 22,0'1.25 p. 3,30&,1(.500
%n. 2'. Bekis!ing Kolom 10.0000 D p. 2&&,3(5.00 p. 2,&&3,(50.000
Be"n M** K:!& Rp. )%')&.0
Be"n M** K:!! Rp. )%(&.0
(( An. !!.
Analisa :
%n. 21. Be!on -u!u K82(5 1.0000 D p. 2,253,550.00 p. 2,253,550.000
%n. 22. Be!on -u!u K8225 1.0000 D p. 2,253,'00.00 p. 2,253,'00.000
%n. 23. Pembesian Be!on 145.0000 Kg D p. 22,0'1.25 p. 3,1&,1.250
%n. 2(. Bekis!ing Balok .0000 D p. 25,2'&.00 p. 2,0'',152.000
Be"n M** K:!& Rp. &1))(.!Be"n M** K:!! Rp. &1)%((.!
(' An. !".
Analisa :
%n. 21. Be!on -u!u K82(5 1.0000 D p. 2,253,550.00 p. 2,253,550.000
%n. 22. Be!on -u!u K8225 1.0000 D p. 2,253,'00.00 p. 2,253,'00.000
%n. 23. Pembesian Be!on 100.0000 Kg D p. 22,0'1.25 p. 2,20',125.000
%n. 2. Bekis!ing Pela! 3.0000 D p. 3(3,05.00 p. 1,121,415.000
Be"n M** K:!& Rp. )10,0.00
Be"n M** K:!! Rp. )11'0.00
( An. !#.
Analisa :
%n. 21. Be!on -u!u K82(5 1.0000 D p. 2,253,550.00 p. 2,253,550.000%n. 22. Be!on -u!u K8225 1.0000 D p. 2,253,'00.00 p. 2,253,'00.000
%n. 23. Pembesian Be!on 125.0000 Kg D p. 22,0'1.25 p. 2,(5(,'5'.250
%n. 2&. Bekis!ing Pela! .0000 D p. 2'',445.00 p. 2,131,5'0.000
Be"n M** K:!& Rp. &1'!&%%.!
Be"n M** K:!! Rp. &1'!)1%.!
-3
1 M(Me+3*a P"n#a$i Tapa6 Be"n Be*lan2
-3
-3
-2
1 M(Me+3*a Sl"" 1/!0 Be"n Be*lan2
-3
-3
-2
1 M(Me+3*a K"l"+ !0/(0 Be"n Be*lan2
-3
-3
-2
1 M(Me+3*a Bal"6 !0/(0 Be"n Be*lan2
-3
-3
-2
1 M(Me+3*a Pela Be"n Be*lan2
-3
-3
-2
1 M(Me+3*a Din#in2 > 1 8+ Be"n Be*lan2
-3-3
-2
-
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(% An. !$.
Bahan :
Balok Ka>u Klas @ 1.1000 D p. ',00,000.00 p. (,40,000.000
Balok Ka>u Klas @@ 1.1000 D p. 5,3(5,000.00 p. 5,&12,500.000
Balok Ka>u Klas @@@ 1.1000 D p. 3,500,000.00 p. 3,50,000.000
Besi $!rip 15.0000 Kg D p. 1,000.00 p. 2(0,000.000
Paku Biasa 2 8 5 0.000 Kg D p. 15,000.00 p. 12,000.000Tenaga :
Pekerja 4.0000 6r D p. 100,000.00 p. 400,000.000
#ukang Ka>u 12.0000 6r D p. 150,000.00 p. 1,00,000.000
Kepala #ukang 1.2000 6r D p. 200,000.00 p. 240,000.000
-andor 0.2000 6r D p. 300,000.00 p. '0,000.000
Bal"6 Ka;* Kla$ I Rp. 10!%!000.00
Bal"6 Ka;* Kla$ II Rp. )%,'00.00
Bal"6 Ka;* Kla$ III Rp. %%(!000.00
(& An. !%.
Bahan :
Balok Ka>u Klas @ 1.1000 D p. ',00,000.00 p. (,40,000.000
Balok Ka>u Klas @@ 1.1000 D p. 5,3(5,000.00 p. 5,&12,500.000Balok Ka>u Klas @@@ 1.1000 D p. 3,500,000.00 p. 3,50,000.000
Paku Biasa 2 8 5 0.000 Kg D p. 15,000.00 p. 12,000.000
Tenaga :
Pekerja 2.0000 6r D p. 100,000.00 p. 200,000.000
#ukang Ka>u 0.'000 6r D p. 150,000.00 p. &0,000.000
Kepala #ukang 0.0'00 6r D p. 200,000.00 p. 12,000.000
-andor 0.1000 6r D p. 300,000.00 p. 30,000.000
Bal"6 Ka;* Kla$ I Rp. &)!'000.00
Bal"6 Ka;* Kla$ II Rp. %!%00.00
Bal"6 Ka;* Kla$ III Rp. '1,'000.00
() An. !&.
Bahan :
Balok Ka>u Klas @ 0.0140 D p. ',00,000.00 p. &5,200.000
Balok Ka>u Klas @@ 0.0140 D p. 5,3(5,000.00 p. (5,250.000
Balok Ka>u Klas @@@ 0.0140 D p. 3,500,000.00 p. 4&,000.000
Paku Biasa 2 8 5 0.1500 Kg D p. 15,000.00 p. 2,250.000
Tenaga :
Pekerja 0.1000 6r D p. 100,000.00 p. 10,000.000
#ukang Ka>u 0.1000 6r D p. 150,000.00 p. 15,000.000
Kepala #ukang 0.0100 6r D p. 200,000.00 p. 2,000.000
-andor 0.0050 6r D p. 300,000.00 p. 1,500.000
Bal"6 Ka;* Kla$ I Rp. 1!,0.00
Bal"6 Ka;* Kla$ II Rp. 10%000.00Bal"6 Ka;* Kla$ III Rp. &,&0.00
(, An. !'.
Bahan :
Kare! Pelapis 1.2000 D p. 1,000.00 p. 21,'00.000
Paku Biasa 2 8 5 0.5000 Kg D p. 15,000.00 p. (,500.000
Tenaga :
Pekerja 0.1500 6r D p. 100,000.00 p. 15,000.000
#ukang Ka>u 0.1000 6r D p. 150,000.00 p. 15,000.000
Kepala #ukang 0.0100 6r D p. 200,000.00 p. 2,000.000
-andor 0.0100 6r D p. 300,000.00 p. 3,000.000
Kae Pelapi$ Rp. %'100.00
'0 An. "(.Bahan :
1.'200 Lbr D p. 54,000.00 p. (,40.000
Paku Biasa 2 8 5 0.0200 Kg D p. 15,000.00 p. 300.000
Tenaga :
Pekerja 0.2000 6r D p. 100,000.00 p. 20,000.000
1 M(Pa$an2 K"n$*6$i K*#a:6*#a
-3
-3
-3
1 M(Pa$an2 G*#in2
-3
-3-3
1 M!Pa$an2 Ka$" ? Ren2 Aap Genen2
-3
-3
-3
1 M!Pa$an2 Kae Pelapi$ Aap Genen2
-2
1 M!Pa$an2 Aap Genen2 Meal
"en!eng -e!al (Sakura R!"
-
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#ukang Ka>u 0.1000 6r D p. 150,000.00 p. 15,000.000
Kepala #ukang 0.0100 6r D p. 200,000.00 p. 2,000.000
-andor 0.0100 6r D p. 300,000.00 p. 3,000.000
Genen2 Meal 4Sa6*a R""5 Rp. 1!&&)0.00
'1 An. "1.
Bahan :
u Klas @ 0.0330 D p. ',00,000.00 p. 224,400.000
Balok Ka>u Klas @@ 0.0330 D p. 5,3(5,000.00 p. 1((,3(5.000
Balok Ka>u Klas @@@ 0.0330 D p. 3,500,000.00 p. 115,500.000
Paku Biasa 2 8 5 0.2500 Kg D p. 15,000.00 p. 3,(50.000
Tenaga :
Pekerja 0.3'00 6r D p. 100,000.00 p. 3',000.000
#ukang Ka>u 0.(200 6r D p. 150,000.00 p. 10,000.000
Kepala #ukang 0.0(20 6r D p. 200,000.00 p. 14,400.000
-andor 0.01'0 6r D p. 300,000.00 p. 4,00.000
Bal"6 Ka;* Kla$ I Rp. (,1(0.00
Bal"6 Ka;* Kla$ II Rp. (''(!.00
Bal"6 Ka;* Kla$ III Rp. !)!'0.00'' An. "".
Bahan :
Balok Ka>u Klas @ 0.0330 D p. ',00,000.00 p. 224,400.000
Balok Ka>u Klas @@ 0.0330 D p. 5,3(5,000.00 p. 1((,3(5.000
Balok Ka>u Klas @@@ 0.0330 D p. 3,500,000.00 p. 115,500.000
Paku Biasa 2 8 5 0.2500 Kg D p. 15,000.00 p. 3,(50.000
Tenaga :
Pekerja 0.300 6r D p. 100,000.00 p. 3,000.000
#ukang Ka>u 0.('00 6r D p. 150,000.00 p. 114,000.000
Kepala #ukang 0.0('0 6r D p. 200,000.00 p. 15,200.000
-andor 0.010 6r D p. 300,000.00 p. 5,400.000
Bal"6 Ka;* Kla$ I Rp. '00&0.00Bal"6 Ka;* Kla$ II Rp. ((&!.00
Bal"6 Ka;* Kla$ III Rp. !,1)0.00
' An. "#.
Bahan :
Balok Ka>u Klas @ 0.0220 D p. ',00,000.00 p. 14&,'00.000
1 M1Pa$an2 N"6 Aap Genen2 Meal
1 M!Pa$an2 Li$plan6 (/!0
-3
-3
-3
1 M!Pa$an2 Li$plan6 (/(0
-3
-3
-3
1 M!Pa$an2 Li$plan6 !-3
-
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Balok Ka>u Klas @@ 0.0220 D p. 5,3(5,000.00 p. 11,250.000
Balok Ka>u Klas @@@ 0.0220 D p. 3,500,000.00 p. ((,000.000
Paku Biasa 2 8 5 0.1500 Kg D p. 15,000.00 p. 2,250.000
Tenaga :
Pekerja 0.2500 6r D p. 100,000.00 p. 25,000.000
#ukang Ka>u 0.5000 6r D p. 150,000.00 p. (5,000.000
Kepala #ukang 0.0250 6r D p. 200,000.00 p. 5,000.000-andor 0.1250 6r D p. 300,000.00 p. 3(,500.000
Bal"6 Ka;* Kla$ I Rp. !,'(0.00
Bal"6 Ka;* Kla$ II Rp. !%(000.00
Bal"6 Ka;* Kla$ III Rp. !!1&0.00
'% An. "$.
Bahan :
$eng "elombang 0.20 4.000 Kk D p. &,000.00 p. 43,200.000
$eng "elombang 0.22 4.000 Kk D p. &,000.00 p. 43,200.000
$eng "elombang 0.25 4.000 Kk D p. &,000.00 p. 43,200.000
Paku Biasa 2 8 5 0.0'00 Kg D p. 3(,500.00 p. 2,250.000
Tenaga :
Pekerja 0.1500 6r D p. 100,000.00 p. 15,000.000#ukang Ka>u 0.2500 6r D p. 150,000.00 p. 3(,500.000
Kepala #ukang 0.0250 6r D p. 200,000.00 p. 5,000.000
-andor 0.0(50 6r D p. 300,000.00 p. 22,500.000
Sen2 Gel"+3an2 0.!0 Rp. 1!'0.00
Sen2 Gel"+3an2 0.!! Rp. 1!'0.00
Sen2 Gel"+3an2 0.! Rp. 1!'0.00
'& An. "%.
Bahan :
$eng Pla! 0.20 0.340 Lbr D p. '(,500.00 p. 23,4&0.000
Paku $eng 0.000 Kg D p. 3(,500.00 p. 3,000.000
Tenaga :
Pekerja 0.1000 6r D p. 100,000.00 p. 10,000.000
#ukang Ka>u 0.2000 6r D p. 150,000.00 p. 30,000.000
Kepala #ukang 0.0200 6r D p. 200,000.00 p. 4,000.000
-andor 0.0500 6r D p. 300,000.00 p. 15,000.000
Rp. )',0.00
') An. "&.
Bahan :
Balok Ka>u Klas @ 0.0120 D p. ',00,000.00 p. 1,'00.000
Balok Ka>u Klas @@ 0.0120 D p. 5,3(5,000.00 p. '4,500.000
Balok Ka>u Klas @@@ 0.0120 D p. 3,500,000.00 p. 42,000.000
Paku Biasa 2 8 5 0.1000 Kg D p. 15,000.00 p. 1,500.000
Tenaga : Pekerja 0.1500 6r D p. 100,000.00 p. 15,000.000
#ukang Ka>u 0.2500 6r D p. 150,000.00 p. 3(,500.000
Kepala #ukang 0.0250 6r D p. 200,000.00 p. 5,000.000
-andor 0.0(50 6r D p. 300,000.00 p. 22,500.000
Bal"6 Ka;* Kla$ I Rp. 1%(100.00
Bal"6 Ka;* Kla$ II Rp. 1'%000.00
Bal"6 Ka;* Kla$ III Rp. 1!(00.00
', An. "'.
Bahan :
?!erni! 100+100 :m 1.1000 Lbr D p. 1,(50.00 p. 20,'25.000
Paku ?!erni! 0.0100 Kg D p. 15,000.00 p. 150.000
Tenaga :Pekerja 0.0300 6r D p. 100,000.00 p. 3,000.000
#ukang Ka>u 0.0(00 6r D p. 150,000.00 p. 10,500.000
Kepala #ukang 0.00(0 6r D p. 200,000.00 p. 1,400.000
-andor 0.0015 6r D p. 300,000.00 p. 450.000
Rp. (%1!.00
-3
-3
1 M!Pa$an2 Aap Sen2
1 M!Pa$an2 N"6 Sen2
1 M!Pa$an2 Ran26a Lan2i:lan2i 100
-
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0 An. #(.
Bahan :
Ka>u Proil 1.0500 D p. 1,000.00 p. 1,&00.000
Tenaga :
Pekerja 0.0210 6r D p. 100,000.00 p. 2,100.000
#ukang Ka>u 0.0210 6r D p. 150,000.00 p. 3,150.000
Kepala #ukang 0.0020 6r D p. 200,000.00 p. 400.000-andor 0.0010 6r D p. 300,000.00 p. 300.000
Rp. !')0.00
1