RAB. ..Pustu FIX.xlsx

7/25/2019 RAB. ..Pustu FIX.xlsx

1/61

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


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


2/61

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


3/61


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


4/61

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


5/61

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


6/61

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

'(


7/61

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


8/61

.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


9/61

( 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


10/61

VOL. SAT.

50.000

Ls Ls

Ls Ls

Ls Ls

('.(&

1&.22022.000

-1

-3

-3

-3


11/61

1'.500

4.313

3.23

1.0(5

5.500

1(.250

12.&50

4.300

32.2

-3

-3

-3

-3

-3


12/61

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


13/61

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


14/61

12'.&((

12.&24

12'.&((

12'.&((

3.240

0.&51

)olume

0.140

0.2'3

-2

-2

-2

-2

-1

-3


15/61

0.0(

0.0&5

0.15

0.21&

0.,1

15.210

&.'00

5.41(

.000 Pas

-2

-2

-2


16/61

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


17/61

&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


18/61

(.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


19/61

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


-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


20/61

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


21/61

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


-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


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


22/61

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


-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


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


-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


23/61

!( An. !.

Bahan :

$emen Por!land 4.3200 Kg D p. ('4.00 p. 3,300.4


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


-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


-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


-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


-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+


24/61

Bahan :

$emen Por!land (.0(00 Kg D p. ('4.00 p. 5,401.4


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


-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


-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


-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


-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


25/61

(' 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


-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


-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


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


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


-andor 0.0050 6r D p. 40,000.00 p. 200.000

Rp. 1(&10.00

'0 An. "(.

Bahan :


Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000


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 :


Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000


Balok Ka>u Klas @@@ 0.010 D p. 1,4,000.00 p. 2',(4.000


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


-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




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


-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


27/61

'( 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


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


-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


28/61

') 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


-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


29/61

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


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


-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


-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


-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


30/61

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



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



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 !


31/61

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


-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


-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


-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


-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


32/61

, 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


-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


-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


-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


-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


33/61

% 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


-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


$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


34/61

%, 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


-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


-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


-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


-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


35/61

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


-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


-andor 0.000(5 6r D p. 40,000.00 p. 30.000

Rp. 11!,!.0


36/61

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


37/61

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



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


38/61

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


39/61

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


-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


40/61

-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


-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


-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


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


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


41/61

#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


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


-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


-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


-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


-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


42/61

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


-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


-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


-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


-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


-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


43/61

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


-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



-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 :


Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000


Balok Ka>u Klas @@@ 0.010 D p. 1,4,000.00 p. 2',(4.000


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


-andor 0.00'0 6r D p. 40,000.00 p. 240.000

Rp. !)!%,.00!) An. &.

Bahan :


Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000




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


44/61

Paku Biasa 2 8 5 0.4000 Kg D p. 12,(00.00 p. 5,00.000


Balok Ka>u Klas @@@ 0.0200 D p. 1,4,000.00 p. 2&,('0.000


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


-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


45/61

(% 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


-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


-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


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


-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


-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!"


46/61

#ukang Ka>u 0.1000 6r D p. 150,000.00 p. 15,000.000


-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


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


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


47/61

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



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


-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


-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


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


-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


48/61

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

RAB. ..Pustu FIX.xlsx

Documents

Transcript of RAB. ..Pustu FIX.xlsx