DAFTAR HARGA SATUAN UPAH PEKERJA PROVINSI BALI

Edisi4l

Tahun XXVlll ^- 2022 Jurnal HSBBKI

DAFTAR HARGA SATUAN UPAH PEKERJA PROVINSI BALI

Harga Satuan Dasar Upah dan Bahan adalah harga satuan rata-rata untuk upah dan bahan/material yang tercantum tidak termasuk profit dan overhead bagi penyedia jasa.

Standar

Harga Satuan

Dasar Upah dan Bahan disusun

berdasarkan

hasil

pelaksanaan survei lapangan/pasar yang tersebar ^.

Catatan : 1

2

fukang Aspal orang/hari I 80,100

2 \4andor atau Pengawas orang/hari 2.223.000

Instalas orang/hari 208.600

4 Pembantu Instalasi orang/hari 190.400

!

o

Tukang Babat Rumput orang/hari 1 80.1 0C

Kepala Tukang Pasang Pipa/Ledeng orang/hari 190.40(

Tukang Pasang Pipa orang/hari 180.10(

tt Operator Alat Berat orang/hari 2.223.00(

o Pembantu Operator orang/hari 190.40(

10 Tukang Las orang/hari 190.40(

11 Tukang Batu (Pasangan Pondasi dan Tembok batu bata atau

batako) Kepala Tukang Batu orang/hari 7 Jam 208.60(

12 fukang Batu (Pasangan Pondasi dan Tembok batu bata atau

ratako) Tukang Batu orang/hari 7 Jam 171.00(

IJ Iukang Batu (Pasangan Pondasi dan Tembok batu bata atau

ratako) Tukang Batu Setengah Terampil orang/hari 7 Jam 136.80C

14 Iukang Batu (Pasangan Pondasi dan Tembok batu bata atau

latako) Kenek orang/hari 7 Jam 114.OOC

'1F. Tukang Besi Kepala Tukang Besi orang/hari 7 Jam 208.60C

to Tukang Besi Kepala Tukang Besi orang/hari 7 Jam 182.40C

17 Tukang Besi Tukang Besi Setengah Terampil orang/hari 7 Jam 136.80C

18 Tukang Kayu Kepala Tukang Kayu orang/hari 7 Jam 210.90C

19 Tukang Kayu Tukang Kayu Terampil orang/hari 7 Jam 182.400

20 Tukang Kayu Tukang Kayu Setengah Terampil orang/hari 7 Jam 171 000

21 Tukang Cat Kepala Tukang Cat orang/hari 7 Jam 205.200

22 Tukang Cat Tukang Cat Terampil orang/hari 7 Jam 1 88.1 0C

23 Tukang Cat Tukang Cat Setengah Terampil orang/hari 7 Jam 136.80C

24 3ali Tanah Mandor Tukano Gali Tanah orang/hari 7 Jam 190.400

25 Sali Tanah Kepala Tukang Gali Tanah orang/hari 7 Jam 171.004

zo Sali Tanah Tukang Tukang Gali Tanah orang/hari 7 Jam 136.800

27 Pembantu tukang Kuli setengah terampil hari 97.900

27 Pembantu tukang Kuli terampil _{hari 103.60(}

Provinsi Bali

53{

Journal BCIM Prices

Edisi4l

Tahun XXVlll ^- 2022

DAFTAR HARGA SATUAN BAHAN BANGUNAN PROVINSI BALI

Jurnal HSBBKI

'l Asia Tile Afnha 2Ov2O am Ius 62 7ot

2

\sta ilte

Atona zcxzc cm ^{ts 62.70C}

Asia Tile Alnha 3Ov3O nm )us 62.70(

4

\sta ilte

uorneilo 6rown zuxzS cm ls 74.10(

5 Acia Tile Cnrnclln f)ark Rrnwn 2Ov25 am )us 74.10(

6 ,sfa f lre uornelo uarK ureen zvxzc cm ls 74.10(

7 ^,st2 Tile ehonv Rrown 4Ov4O cm us 74.10t

8

sla

^{f lfe} trxcet vvntle zvxzc cm ts 74.10(

o Tife Gafavv 2Ov2O am US 57.00c

10

\sla tlte

uataxv zSxzc cm ^57.00c

11 \cia Tife Hafcon Cream 2Ov25 am IUS 74.10C

12 sra

lile

Montana 2Ox25 cm ^US 74.10C

IJ \sia tila [/nnt2na Rasic 2Ov25 cm US 74.10C

14

\sta lrfe

Monlana uarK t'tue zuxzc cm ^US 74.10C

,16 \sia Tifn [Vlnntan2 F)ark Rrnwn ?Ov25 am U US 7 10c

to

\sta lffe

Monlana uarK ureen zuxzc cm ^{US 74.10C}

17

\sia Tile

Montana Dark red 20x25 cm Dus 74.10(

18

ile

ocra 40x40 cm ^US 6{|.40c

19

\sia Tile

Roxv 20x20 cm UUS 62.70(

20

ile

Koxv EtacK zuxzu cm ^{US 62.70C}

21 \sia Tile Roxv Blue 20x20 cm Dus az.tvu

22

\sfa

^f lre Koxv Erown zvxzu cm US 62.704

z3 \sia -ile Roxv Green 20x20 cm Jus az.tu

24

lile

Roxv Grev 20x2(l cm US 62.70C

25

\sia Tile

Roxy Red 2Ox2O cm )us az.tu

26

lile

Welco 20x2 cm ^{ts 62.70C}

27 ta Tile Welco 25x25 cm )us az.tuL

2a

qsfa

_rfle werco utue zvxzu cm ^62.70C

29

\sia

Tile welco Blue 25x25 cm Jus 62.71

US 62.70C

3',l \sra rle vvelco Green :zuxzu cm Dus 62.71

32 sra

ile

Welco Green 25x25 cm US 62.tUL

qsra rle welco Ked;zux;zu cm )us 62.70

34 sia Tife Tara B|rrc 2Ox25 c.m ls 62.ttJL

35

qsfa lfle Lata

tJtown zuxzS cm Dus

:lti sia Tile Tara Rerl 2Ox25 cm )us 62.70(

qsta lle zenfa zuxzS cm Dus 62.

:18 sta ile Zenia tsasic 2{Jx25 cm US 62.70(

39 qsra rle zenra 6lue zuxzS cm Jus 62.7

40 I ile

lenia

^tsrown 20x25 cm US 62.70(

41 qsta ile zenta urev zuxzc cm

lus

42 sia Tife Zenia Red 2Ox25 cm Dus 62.70

43

qsla _{lffe zola}

tsasrc zuxzS cm Dus oz.

44 sia Tife Zola Blue 2Ox25 cm US 62.70C

45 Asia Tile Zola Brown 2Ox25 cm Dus tl]z.

46

sfa lfle lola

(;rev 2|lx25 cm us 62.70C

47

qsfa llle zola

Keo zuxzS cm Dus

4tl sia Zulu 3Ox30 cm Dus .30c

49 ASta zulu 4ux4u cm Dus ⁴

50 sia Zulu Cream 2Ox25 e.m )us 62. tUL

51 Asia Zulu Grev 20x20 cm Dus 51 .3

5:

i

candi (zrJxzJx: oer meter 108.3

Battu Sukabumi oer meler ^1,

u Andesit (30x30x: Permeter 159.60

Batu Andesit AIur Lurus (2OX4)<2\ Permeter 14

56 Batu Andesit Bakar (30X30X3\ ermeter 273.60

57 Batu bata merah 20x10x5 cm b

5R Ratr I h2ta rindan fi(lY'r(lY'l biii 12.OO

59 Batu batako 40x20x8 b

fio atu Candi ^(2OX2OX2\ Der meter 125.40C

61 Satu candi Der meter 119.7

62 ratu l(ali 10-30 mm oer M3 273.60C

ProvinsiBali

532

Journal BCIM Prices

Edisi4l

Tahun

)fiVlll

^- 2022 Jurnal HSBBKI

o5 Batu koral 10-50 mm oer M3

64 Batu koral lokal Der arUno

b5 Batu palimanan oer meter

oo Batu Palimanan Cirebon 15X40 Der merer

6T Batu Susun Sirih (15X40) oer meter

68 Batu Zeolite (20X4X2\ Permeter 125

69 Besi SNI 10 mm bto 74.104

70 tsest

sNl

b mm rto 28.

74 Besi SNI 8 mm bto 47.1

72 SESI EEION d MUU tsJKU 6.2 MM )ro .10

73 tsesi Beton 10 IBD SNI 9.8 mm bto 74tOA

74 Sesr Belon ^-lu tvt55 tsJKU u mm )to 52

75 Besi Beton ^',|0

SPI

BJKU 8.7 mm bto 61 .600

Sesi Beton 10 SRB SNI 9.1 mm rto tiu.,

77 3esi Beton 10

TJ

SNI 9.5 mm bto IU.IUN

7a Sesr 6eton 1;z

tuu

5Nt 1l.u mm )to 12

79 3esi Beton 12 MSS BJKTJ 9.5 mm bto 74.10

80 3esi Beton 12

SPI

BJKU 10.5 mm )to 884

8l

3esi Beton 12 SRB SNI 11.2 mm bto 91. /UL

a2 3esi Beton 12

TJ

SNI 11.5 mm bto 96.

83 3esi Beton 16

TJ SNI

( Polos ) 15.5 mm bto 176.70C

84 3esi Beton ITAR|K 6 mm 5.6 mm )to 29

85 3esi Beton

I

^IBD SNI 7,8 mm _Dto 52.00c

86 JeSl 6eIOn 6

liHl

bJKU i/ mm rto :i9

87 3esi Beton 8 SRB SNI 7.1 mm bto 45.500

88 3esi Beton 8

TJ

SNI 7.5 mm bto 47

89 3esi Beton

D

10

TJ

SNI 9,5 mm bto 74.10C

90 3esi Beton

D 13IBD

SNI Ulir ) 12.8 mm lto 3.30C

91 3esi Beton

D

13 SRB SNI 12,2 mm bto 120.30C

92 3esi Beton

D

¹³

TJ

SNI 12.5 mm )to 1u

93 3esi Beton

D

¹⁶ IBD

SNI

⁽ Ulir ) 15.8 mm bto 189.00C

94 Jest 6elon

u

^-lo

IjKu

5Nl c.z mm bto ₁₇₇

95 iesi Beton

D

16

TJ

^SNI ,5 mm bto 4at ^I

96 3esi Beton

D

¹⁹ IBD SNI Ulir ) 18.8 mm lrd t41 ⁾

97 fesi Beton

D 19TJ

SNI 5mm bto 256.50C

o'l Jesr Eelon

tAK|K

4 mm 5.5mm trcl

99 iesi Beton TARIK 4 mm 4 mm bto 18.1

100 Jest Eeton tAH|K c mm 4.z mm bto

101 3esi Beton TARIK 6 mm 5.2 mm bto 26.10C

102 Jest Eeton

tAK|K

b mm c.6 mm rro

103 )at Altex 1 kq Galon 51.30C

104

lat

^{Altex 5 ko} Galon 85

105

:at

avitex 10 L Liter 117.2

106

)at

avitex 2.5 L iter

19t

107

:at

avitex exterior 10 L .iter 2.109.00c

108

)at

avitex exterior 2.5 L

109

:at

avitex oremium 10 L ier 2.394.OOC

110

lat

avitex premium 2.5 L 285

111

:at

dulux catvlac 10 L Liter 2.850.0

12

lat

dulux catvlac 2.5 L iter 7.8

IJ

:at

dulux colorful 10 L Liter 2.850.00t

14 cat dulux colorful 2.5 L er :ao7

,,| E )L Liter 2.850.00c

1tt cat dulux weathershield 2.5 L iter :lo

17 cat finishins 2,5 L Liter 30'l .00t

18

cat

minvak avian 0.2 L iter

19 oat minvak avian 1L Liter 17.40(

120

cat

minvak decolux 0.2 L iter

121 oat minvak decolux 1L Liter 5 /.0u[

122

cat

minvak dulux 0.2 L iter 22

123

:at

minvak dulux 1L Liter 57.00(

124

cat

minvak ftalit 0.2 L iter 19

125

:at

^minvak ftalit 1L Liter 65.00(

126

cat

minvak sun 0.2 L t iter

t6.

127

:at

minvak sun 1L Liter 91 .20(

124 Oat Nipoon Paint 1 ko Galon 42

129 Oat Nippon Paint 25 ko Galon 655.50(

130

3at

Niooon Paint 5 ko (lalon t4z.out

131

3at

Nippon Paint Vinilex 1 kq Galon 43.30(

Provinsi Bali

533

Journal BCIM Prices

Edisi4l Tahun XXVlll ^- 2022 Jurnal HSBBKI

132

;at

Nippon Paint Vinilex 25 ko Galon 655_50C

133

lat

^Niooon Paint Vinilex 5 ko Galon 142.50C

134

;at

Primer tembok nippon oaint 10 L Liter 2.109,00c

1?6

lat

Primer tembok niooon oaint 2.5 L Liter z4c.1uL

136 avu benqk'ral 10 PxLxT( 400x10x7).4 meter Meter 35.30C

137 kayu benqkiral 12 PxLxT( 400x12x7\.4 meter Meter 43.30C

138 kavu benqkiral 15 PxLxT( 400x15x7).4 meter Meter 49.00c

139 kayu benqkiral 6 6x15 CM,4meter btq 396.70C

140 KaVu benqkiral 8 8x15 CM.4 meter bto 444.60C

141 kavu borneo 1O 1Ox12 CM. 4 meter bto 228.OOC

142 Kavu borneo 12 tebal 12 mm. 2 meteroerseoi lbr 167.50C

143 Kayu borneo ^'15 tebal 15 mm, 2 meterperseqi lbr 178.BOC

144 Kavu borneo 18 tebal 18 mm. 2 meteroerseoi lbr 190.00c

145 Kavu borneo 20 tebal 20 mm. 2 meteroerseoi lbr zu't.zuL

146 KaVu borneo 3 3x20cm. 4 meter Paoan 74.10C

147 kayu borneo 3 PxLxT( 4x5x3),4 meter Meter b.6ut

148

^avu oorneo J leoat J mm. ;z meteroerseol lbr 133.60C

149 kavu borneo 4 4x20cm.4 meter Paoan 85.50C

150 (avu borneo 5 5x20cm. 4 meter Paoan 96.90C

151 (avu borneo 5 PxLxT( 4x7x5\.4 meter Meter d.UUt

152 (avu borneo 6

6x12

CM. 4 meter bto 91 .20C

142 kayu borneo 6 6x20cm, 4 meter Paoan 108.30C

154 (avu _{borneo 6 tebal 6 mm.} 2 meteroerseoi lbr M4.AOC

155 Kavu borneo 7 PxLxT( 4x10x7\.4 meter Meter 12.OOC

156 avu borneo

I8x12

CM.4meter bto 142.50C

157 (ayu _{borneo 9 tebal 9 mm,} 2 meterperseqi lbr 156.20C

158 Kavu Kamper 2x3 cm bto 28.50C

159 Kayu Kamper 3x4 cm btq | 4.1V1

160 .aVU KamPef CX/r Cm bto 96.90C

161 (ayu Kamper 10 10x12 CM,4 meter btq 342.OO(

162 avu Kamper 12 tebal 12 mm. 2 meteroersec lbr 143.1 00

163 (avu _{Kamoer 15 tebal 15 mm. 2} meteroersec lbr 175.600

164 (avu _{Kamper 1B tebal 18 mm.2} meteroersec lbr 183.500

165 (avu Kamper 20 tebal 20 mm, 2 meterperseqi lbr 191 .000

tnb (avu Kamper 3 3x20cm.4 meter Paoan 88.900

167 (avu Kamoer 3 PxLxT( 4x5x3). 4 meter Meter 9. //UU

'168 {avu Kamper 3 tebal 3 mm. 2 meterperseqi lbr 85.500

169 (avu _KamDer 4 4x2ocm.4 meter Paoan 100.300

170 (avu _{Kamper 5} 5x20cm.4 meter Paoan 112.904

171 (avu Kamoer 5 PxLxT( 4x7x5). 4 meter Meter 1 3.1 00

IIZ (avu Kamper 6 6x12 CM. 4 meter bto 262.204

t/J avu Kamoer 6 tebal 6 mm. 2 meteroerseoi lbr 106.O0C

174 (avu _Kamper

/

^{PxLx | (} 400x10x7). 4 meter Meter '18.80c

1-7 q avu Kamoer 8 8x12 CM. 4meter btq 302.1 0C

| /o (avu Kamper

I

tebal

I

^mm. 2 meterperseqi Ibr 125.40C

177 avu Meranti 10 1Ox12 CM.4 meter btcl 302.1 0C

178 (avu Meranti 12tebal'12 mm. 2 meteroerseqi lbr 88.90C

179 avu Meranti 15 tebal 15 mm. 2 meteroerseoi lbr 95.80C

180 (avu Meranti 1E tebal ^'18 mm. 2 meteroerseqi lbr 109.40C

181 avu Meranti 22x20cm.4 meter Papan 68.40C

182 (avu Meranti 20 tebal 20 mm. 2 meteroerseoi lbr 131 10c

183 (ayu Meranti 3 3x20cm, 4 meter Papan 79.80C

184 (avu Meranti 3 PxLxT( 4x5x3).4 meter Meter 5.70C

185 avu Meranti 3 tebal 3 mm. 2 meteroerseoi lbr 54.20C

186 (avu Meranti 4 4x20cm.4 meter Paoan 91 .20C

'ta7 (avu Meranti 5 5x20cm. 4 meter Papan 102.60C

188 (avu Meranti 5

Pxlxl(

4x7x5).4 meter Meter 8.00c

189 (avu Meranti 6

6x12

CM. 4 meter btq 216.60C

190 (avu Meranil 6 6x20cm.4 meter Paoan 136.80C

191 avu Meranti 6 tebal 6 mm. 2 meteroerseoi lbr bb.1 uL

192 (avu Meranti

I

PxLxl( 4x10x7).4 meter Meter 1.40C

10? Kavu Meranti 8

8x12

CM.4meter btq 262.20C

194 Kavu Meranti 9 tebal 9 mm. 2 meteroerseqi lbr 83.20C

195 kavu seseh 1O 1Ox12 CM.4 meter btq 239.40C

196 Kavu seseh 3 PxLx | ( 4x5x3). 4 meter Meter 18.20C

197 h 5 Pvl vT( 4v7v5\ 4 melcr Meter 30.80c

198 (avu seseh 6 6x12 CM. 4 meter bto 125.40C

199 kayu seseh 7 PxLxT( 4x1Ox7'1,4 meter Meter +6.ZVL

200 kavu seseh 8 8x12 CM. 4meter bto 1 88.1 0C

Provinsi Bali

534

Journal BCIM Prices

Edisi41 Tahun /rXVlll ^- 2022 Jurnal HSBBKI

Provinsi Bali

53s

Journal BCIM Prices

Edisi4l

Tahun XXVlll ^- 2022 Jurnal HSBBKI

270

Irir

271

:k

Blockboard

18mm I

^{lbr 182.40(}

272 Iriolek Blockboard 25mm lbr 216.6(

273 I riplek Medium-Densitv Fibreboard ^(MDF 15mm lbr 176.70(

274 friolek Medium-Densitv Fibreboard {MDF) 18mm lbr 205.2

275 Iriolek Medium-DensitvFibreboard ^(MDF 9mm lbr 14.0

276 friofek Meranti ukuran 122cm x124cm rrdwood) 12mm lbr 171

277 Iriplek Meranti ukuran 122cm x124cm 1smm lbr 205.20(

278 friolek Meranti ukuran 122cm x124cm ardwood) 18mm lbr 256

279 Iriplek Meranti ukuran 122cm x124cm (Hardwood) 3mm lbr 49.00(

280 friofek Meranti ukuran 122cm x124cm 4mm lbr tio

281 Triolek Meranti ukuran 122cm x124cm (Hardwood) 8mm lbr 98.0

282 Triofek Meranti ukuran 122cm x124cm ardwood) 9mm Ibr 1 t)ti.

283 Triplek Mil Doo (hitam) lbr 91.20(

284 Triolek Mil Doo kc lbr 86.6

285 Triolek Mil KilaD (abu-abu) _{lbr 91.80C}

286 Trinlck I\Iil Kilan /hirrr\ lbr 91

287 Triolek Mil Kilao ^(Dutih) lbr 91.20C

288 Triolek Mil Kilao kc lbr a2

289 Trlplek Mil Kilap lumba-lumba lbr tu.tuL

290 Triolek Mil MDF lbr ^Fit{ 4(lt

291 Triolek Palm ukuran 4 x 10 6mm lbr 72.40C

292 Triolek Palm ukuran 4 x 11 8mm lfir 02

293 Triolek Palm ukuran 4 x 12 gmm Ibr 1 16.

294 Triolek Palm ukuran 4 x 13 12mm lbr 151

295 Triplek Palm ukuran 4 x 14 15mm lbr 1 88.1 0C

296 Triolek Palm ukuran 4

x8

3mm lbr 46.70(

297 TriDlek Palm ukuran 4 x 94mm lbr 58.1 0C

298 Triolek Partikel Board ukuran 122cm x 244cm 12mm lbr 102

299 TriDlek Partikel Board ukuran 122cm x244cm 15mm lbr 19.7

300 Triolek Partikel Board ukuran 122cm x 244cm 18mm lbr 142.50(

301 ^I npleK PanlKet tsoaro uKuran

lzzcm

x z+4cm vmm lbr 85.50t

302 Triolek Teakwood Silver 4 x 8 lbr 104.90t

303 tnoteK teaKwooo

tM

J x lbr 70.70(

304 Triolek Teakwood TM 4 x 8 lbr 85.50t

305 Triolek Tunas 12mm lbr 148.20(

306 Triolek Tunas 3mm lbr 44.50(

307 Triolek Tunas 4mm lbr 55.300

308 ^I nnlck | ilnrq Fimm lbr 70.704

309 Triolek Tunas Bmm lbr 100.900

310 Triolek Tunas 9mm lbr 12.904

311 Kaso 6ata Krnoan Pnma truss u.bc mm 6 Meter /V.UUU

312 Kacn Raia Rinnan Prima Trrrss O 7O mm 6 Meter 85.50C

313 KaSO ts'ala Kln0an Hrlma IrUSS U.//C mm 6 Meter 91.20C

314 Kaso Baia Rinoan Prima Truss 1.00 mm 6 Meter 19.70C

315 Keno tJata Hrnoan Pnma lruss u.4u mm 6 Meter JV.VUL

316 Rcnn Raia Rinnan Prima Trr rsq O 45 mm 6 Meter 45.60C

Jt/ Kaso

l'ata

Krnqan taso u.bb mm 6 Meter 108.30C

318 Kaqn Raia Rinnan Tacn O 7O mm 6 Meter 111.70C

319 KaSO tJala Klnqan laSO U./f C mm 6 Meter 114.00C

320 ^Kaqn Raia Rinnan Taso 1 OO mm 6 Meter 171.OOC

321 Kenq tJata Krnqan taso teoat u.4u mm 6 Meter az.tvL

.azz Reno Baia Rinoan Taso Tebal 0.45 mm 6 Meter 68.40C

.12,4 Kaso Baia Rinqan BM c75.60 6 Meter 65.00c

324 Kacn Raia Rinnan Rlr/l c75 70 6 Meter 70.70c

325 Kaso Baia Rinqan BMI c75.75 6 Meter 74.10C

326 ^Kaqn Raia Rinnan RlrIl c75 100 6 Meter 109.40C

327 Renq Baia Rinqan BMT 28.45 6 Meter 33.1 0C

328 Renn Raia Rinoan B[/T 3O 45 6 Meter 36.50C

329 Kaso Eata Ktnqan AIT IfUSS UirC.//C 6 Meter 74.10C

330 Kaqo Raia Rinnan Alfa Tn rqe C75 65 6 Meter 68.40C

331 Kaso

|'ata

Ktnqan AtI IfUSS Urr5.1UU 6 Meter 65.00t

332 Reno Baia Rinoan Alfa Truss 31.45 6 Meter 33.1 0C

333 Senq Galvalum Gelombano

334 Seno Gelombano Bils Gaiah Surva 0.20 mm x 1.8

m

x 80 cm lbr 53.60(

335 uenq LreromDanq

t,ls

uatan uurya u.zb mm x 1du cm lbr 68.40(

336 Seno Gelombano Bils Gaiah Surva 0.25 mm x 2'10 cm lbr 78.70(

337 Senq ueromDanq t'ils (fatan uurya u.zc mm x;z4u cm lbr 91.20(

338 eno Gelombano Bils Gaiah Surva 0.25 mm x 300 cm lbr 14.00(

ProvinsiBali

536

JournalBClM Prices

Edisi4l

Tahun

D0/lll

^- 2022 JurnalHSBBKl

x1m x7

19x1m

x11

x1m

x11

ProvinsiBali

537

Journal BCIM Prices

Edisi4l

Tahun /rXVlll ^- 2022 Jurnal HSBBKI

408 k Gentenq Keramik KM 2 bh 42.90(

409 .isplank Kiri & Kanan KM 3. KM 4 bh 41 .8C

410 -isolank ^Hiasan Akhir Kiri & Kanan KE 3 HA KE 4 HA bh 85.30(

411 Jnq Jurai KM 6 bh 150.40t

412 Jiunq Nok Kanan

&

^{Kiri KM 7} A. KM 7 B bh 128.70{

413

\ok

3 Arah KM 8 bh 158.3C

414 )entenq Talanq

/

^{Vallev tile}

^KM

^{12 bh 108.60(}

415 Gentenq Dobel

i

Double tile

KM

13 bh 52.7

416 3entens Ventilasi

KM

14 bh 461.00(

417 Gentenq Kaca Kanmuri Gelombano bh 37.10(

418 Genteng Kaca Kanmuri Flat bh 59.90(

419 Genteno Kaca

M

Class bh 42.4C

420 Gentens Kaca KIA bh 42.80(

421 Gentenq Kaca GMI Gelombano bh 48.50(

422 Genteno Kaca GMI Flat bh 59.900

423 Gentenq Tiara Roof meter 74.10C

424 Gentenq Prima Roof meter 108.30C

425 Genteno Multi Roof meter 108.30C

426 Gentenq Rainbow meter 142.50C

427 Baut dan Skruo atao baia

424 Baut Roofinq Kuninq 12 X 100 Kotak 102.60C

429 Baut Roofino Kunino 12

X

70 Kotak 57.00c

430 Baut Roofino Kunino 12 X Kotak 35.30C

431 Baut Roofino Kunino 12 X Kotak 43.30C

432 Baut Roofino Kunino 12 X Kotak 28.50C

433 SDS Roffinq

12X

25mm Kotak 26.20C

434 SDS Roffinq SDS Roffinq

12X

21mm Kotak 22.80L

435 Skrup Baia Rinoan ZOLO 8X38 Kotak 171.00C

436 Skruo Baia Rinoan 10x'16 Kotak 18.20C

437 Skruo Baia Rinoan 10x19 Kotak 83.20C

438 Skruo Baia Rinoan 12

X

45 Kotak 40.50c

439 Skrup Baia Rinqan

I X

^1-2 Kotak 13.20C

440 kruo Baia Rinoan

8xl

Kotak 26.201

441 Skrup Baia Rinqan Bx13 Kotak 17.10(

442 Skruo Baia Rinoan Bx25 Kotak 122.60C

443 Sknrn Baie Rinden Penieno 2omm Kotak 37.60C

444 PAKU

445 Paku Rivet 4 mm x 11 mm 50 Pcs 12.500

446 Daku Rivet 4,8 mm x 11 mm 50 Pcs l b.cuu

447 ^Daku Rivet 3.2 mm x 11 mm 50 Pcs 1.400

444 Daku Rivet 4,0 mm x 11 mm 1000 Pcs 148.200

449 ^Daku Rivet 3.2 mm x 11 mm 1000 Pcs 1 19.700

450 Daku Rivet 4,8 mm x 11 mm 500 ocs 114.000

451 Daku Rivet 4 mm x 9.5 mm 100 ocs 20.50c

452 f,aku Rivei 4 mm x 12.7 mm 20 ocs 4.60C

453 raku _Rivet 4.8 mm x 16 mm 30 ocs 13.70C

454 raku _kavu

2"

inch ⁽⁵ cm) 200 oram b,6UU

455 aku kavu

3"

Inch ⁽⁷ cm) 200 oram 6.80C

456 'aku kavu 1 112" lnch

A

cm zuu qram 8.00c

457 aku kavu

5"

Inch (12 cm\ 200 oram 6.80C

458 f,aku _kavu

4"

inch (10 cm) 26 kq 410.40C

459 raku kavu

3"

lnch ⁽⁷ cm) 26 ko 410.40C

460 raku kavu 1 1/4" lnch (3 cm) 26 ko 558.6

461 aku kavu

5"

Inch

(12cml

₂₆ ko 410.40C

462 raku _kavu

2"

lnch ⁽⁵ cm) 26 ka 41Q.40C

463 raku kavu 1 112" |n'cn (4 cml 26 ko 547.20C

464 )aku _kavu

4"

lnch 10 cm 200 qram 6.80C

465 aKu Kavu 5 cm ko 15.40C

466

lPaku ^Kavu 7 cm 1kq 15.

467 AKU KAVU lU CM 1ko 15.40C

468 raku Kavu 12 cm 1 kcl 17.

469 aKu Kavu 4 cm 1ko 20.50c

470 'aku Beton Marabu 1 inch (2.5 cm) 'l _{kq 39.90t}

471

lPaku Beton Marabu 1 1/4 inch (3 cm) 1ko 39.90C

472 ^)aku Beton Marabu 1 112 inch @ cm\ 1kq ^?q

47:a 'aku Beton Marabu 2 inch (5 cm) 1ko 39.90C

474 Paku.Beton Marabu 3 inch (7.5 cm) 1kq ^?o

475 aku Beton Marabu 4 inch (10 cm) 1ko 39_90C

476 Paku Beton Camel 1 inch (2.5 cm) 1kq 34.2

Provinsi Bali

538

JournalBC|M Prices

Edisi4'l Tahun

)Wlll

^- 2022 Jurnal HSBBKI

Provinsi Bali

539

Journal BCIM Prices

Edisi4l Tahun XXVlll ^- 2022

DAFTAR HARGA SATUAN SEWA PERALATAN PROVINSI BALI

Jurnal HSBBKI

SEWA ALAT BERAT

\sphalt Cutter E38 Jam 64.80C

2 \sphalt Finisher E02

47.0

^{6.0 Ton} 10 Jam 13.665.90C

\sphalt Finisher Smole T ^'10 Jam ¹ .310.00c

4 \sphalt Liquid Mixer

E34 5.0

1,000.0 Liter Jam 41.50C

5 \sphalt Mixing Plant 2 E01150.0 50.0T/Jam 10 Jam 19.055.30C

\sphalt Mixing Plantl T 60

TiJam

7.690.50C

\sphalt Spraver Kode : E03 Kap.800.0 liter Hari 1.020.20C B 3abv Roller Meiwa MG

-

^{7 TAHUN 1999 30 Hari 33.516.000}

o 3eco

-

Excavator Backhoe Loader 0.3 -

I

^{M3 Th.}

2006201 8

Per Bulan/200

Jam ^43.092.00C

10 Beco

-

Excavator Backhoe Loader 0.3 - 1 M3 Th 2006-

2018 Per Jam 513.00C

11 Beco

-

Excavator Backhoe Loader 0.3 - 1 M3 Th. 2009- 2018

Per

Bulan/200 Jam ^67.467.70C 12 Beco

-

Excavator Backhoe Loader 0.3 - 1 M3 Th.2009-

2019 Per Jam 321.30C

.1 ? tseco

-

L.xcavator Excavator 0.5 M3 Th. 2006-2008 Per 44.688.00C 14 eco

-

Excavator Excavator 0.5 M3 Th. 2006-2008 er Jam 3.40C tc r{enn - FYc2\/2tor FYc2\/2tnl n3 rh. 2009-201 1 Per Bulan/200 60.462.90C 16 eco

-

Excavator Excavator 0.5 M I r.2OO9-2O11 Per.lam z6t.9vL

1a r<cco - FYnt\/2ior FYa2\r2tnr , M3 Th. 2006-2008 Per Bulan/200 51 .O72.00C 1ti eco

-

Excavator Excavator 0.9 M Th. 2006-2008 er.tam 255.40C

19 ^-<een - Fvnz\/2tor FYn2\/atnr n.2009-2011 Per Bulani200 77.422_00C

20 eco - Excaveror Fxcev2tor ^(l I M h.2009-2011 Per Jam

21 teco

-

Excavator Excavator 1 I h. 2006-2008 Per 55.8 eco

-

Excavator Excavator 1.5 M h. 2006-2008 Per Jam 279.30L 2 Jeco

-

hxcavator Excavator 1.5 M3 I n" 2009-2011 Per Bulan/200 10.765.34C eco

-

Excavator Excavator 1.5

lt

^2009-2011 Per Jam 512.60c 25 3eco

-

Excavator Excavator . ZUUb-ZUUd Per Bulan/200 70.224.OOC /6 eco

-

Excavator Excavator 2 M3 th. 2006-2008 Per Jam

27 eco

-

^{Excavator txcavator 2 M3 | h. 2009-2011} Per Bulan/200 14. 04.

2A eco

-

Excavator Excavator 2 M3 Th. 2OO9-2O11 Per Jam 661.201

29 eco

-

^{txcavator Excavator -lSar ,c-300 Per Jam 67.1}

30 eco

-

Excavator Excavator iecil PC-128 Per.lam zz,5.4vL

JI Jeco

-

Excavator Excavator standar PC-200 Per Jam 223.40C .1/ eco

-

Excavator Hvd Breaker 3000 h. 2006-2008 Per Bulanl2

33 reco

-

Excavator Hvd BreaKer 3000 I h. 2006-2008 Per Jam 454.9U1 34 eco

-

Excavator Hvd Breaker 300 h.2009-2011 Per Bulan 7 35 tseco

-

^{Excavator HVd Breaker 3000 | h. 2OO9-2O11 Per Jam}

.1h Jre Pile Machine

E33

^150. Meter Jam

?7 Buldozer CASE ^'l 150 G TAH Hari 17.204.90C

38 Jlldozer Lluldozer 160 HD 2009-2011 Per

Bulldozer Buldozer 200 Ho Per Bulan/200 138.253.50C

40 Jlldozer Buldozer 32O H 2009-2011 Per Bulan

41 Bulldozer Buldozer 425 Ho Per Bulani200 294.20

42 Jlldozer Buldozer 160 Ho 2009-2011 Per Jam

43 Bulldozer Buldozer 200 Ho Per Jam 658.40C

44 Jlldozer Buldozer 32O H 2OO9-2O11 Per Jam

Bulldozer Buldozer 425 | Per Jam 1.40'l .00c

46 Jllclozer Buldozer 160 HD 2006-2008 Per

47 Bulldozer Buldozer 200 I(JE Per 121 .2

48 ullclozer Buldozer 320 H 2006-2008 Per

49 Bulldozer Buldozer 425 Ho Per ZJb.ZUU.UUU

50 rllclozer Buldozer 160 HD 2006-2008 Per Jam 4

41 Bulldozer Buldozer 200 F Per Jam 606.500

a/ ulldozer Buldozer 320 H 2006-2008 Per Jam 7

53 Bulldozer Buldozer 425 | Per Jam 1.181.00

54 Bulldozer Buldozer D65 Por Hari 4

55 Bulldozer Buldozer D53 Per Hari 295.300

f,n ulldozer Buldozer D31 Per Hari

Bulldozer '100-150 Ho Jam 642.90

58 Bulldozer 100-150 Hp

E04

^140.0 Jam 1.270.400

Provinsi Bali

540

Journal BCIM Prices

Edisi4l

Tahun

)fiVlll

- 2022 Jurnal HSBBKI

59

3ompactor Tipe ^: Vibratory Soil Camoactor CP533E 3obot Kerja dengan Kabin : 1 1 680.0 kg Lebar remadatan '.2134.0 mm Dava Gross : 97.0 Kw

1 UniVJam 359.1 00

60 Compactor Tipe : Vibratory Soil Camoactor CS533E XT

Lebar Pemadatan'.2134.0 mm Dava Gross : 97.0 Kw ^{1 UniVJam 335.200}

61 Compresor 4000-6500 L/M CPM / (Um) Jam 170.600

oz Compressor4000-6500 L\M E05 80.0 Hari 3.560.800

63 Concrete Mixer 0.3-0.6 M3 E06

15.0

500.0 Liter Jam 769.900

64 Concrete Pan Mixer 600 Liter Jam 787.300

65 Concrete Pump E28',|00.0 8.00 M3 Jam 261.900

oo Concrete Pumol B m3 Jam 247.60Q

OI Concrete Vibrator E20 10.0 Jam 789.200

o6 Concrete

Vibrator K25K

Jam 29.300

Crane 25 ton 1 Hari 7.000.000

70 Crane 8 ton 1 Hari 4.000.000

71 Crane Crane 10 Ton, TADANO Per Hari 3.51 1.200

72 Crane Crane Lonq Chassis B Jam 3.420.000

73 Crane Crane Rafter 8 Jam 3.420.000

74 Crane

E07

150.0 15.0 Ton Jam 1.226.200

75 Crane

E31 125.0

35.0 Ton Jam 535.800

76

DozerlBuldoser Tipe : Dozer Swamp Kekuatan bersih {HP} ^:

96-190

Lebar Pisau

{m}

^:

^3-4

^Rentang

kecepatan maju {km/h} 3,9 -

10,6

Rentang kecepatan mundur {km/h}

5-13,4

Berat operasi {kg} ^{9,000 -} 20,200 Kapasitas pisau /

blade

_{{m3} 2,34} - 3,69

1 UniVJam 513.000

.77 Dumo Truck Dumo Truck Per B Jam 798.000

78

Dump Truck TIPE : Quarry Dump Truck Rear Dump Truck Rigid Dump Truck Side Dump truck Standard Dumo truck

1 UniVJam 183.500

79 Dump Truck

E09 125.0

8.0 Ton 7 Jam 628.500

80 Dump Truck kapasitas 10 Ton Jam 339.600

81 Dump Truck 3-4 M3

E08 100.0

6.0 Ton 3 Hari 3.809.700

6Z Dump Truck lzusu TDL

- ^56,

^{TAHUN 1991 Hari 2.513.700}

83 Dump Truck lzusu Nkr TAHUN 1991 Hari 2.625.420

84 Dump Truck Tovota BY

-

^{42 TAHUN 1989 Hari 2.010.960}

Excavator Tipe : Excavator PC200-8 Ukuran ember - KGA standar GP (m3) : 0.97 Kekuatan kerumunan lengan- ISO : 11,000 Ember kerumunan membeku ^: 15,200 (kgf) Menggali kedalaman-maximum : 6,620 (mm) Menggali jangkuan-maximum _{: 9,875}

'l _{UniVJam 383.000}

86 ixcavator Cateroillar EXCAVATOR 31 1C tahun 2007

3ekas Per Bln 67.830.00C

87 lxcavator Excavator Case CX2't0

-

cao:20 ton Baru Per Bln 21.546.00C 88 fxcavator excavator Doosan DX 200 A sekelas Komatsu

)C 200 dan Kobelco SK 200 Baru Per Bln 20.732.04C

89 ixcavator Excavator doosan DX 2004 ⁽²⁰ TON ₎ bucket

1.92m3 Baru Per Bln 20.253.24C

90 lxcavator Excavator Hitachi EX75UR EX Jepang Bekas Per Bln 60.648.00C 91 Excavator Excavator Hyundai robex 210-3 Th'2002

Bekas Per Bln 36.708.00C

YZ Excavator Excavator Keihatsu 20 Ton Baru Per Bln 159.600.00c Excavator Excavator Kobelco SK200 (2013) Bekas Per Bln 12.688.20C 94 Excavator excavator kobelco SK200-8 th'2013. Bekas Per Bln 10.852.80C

Provinsi Bali

541

Journal BCIM Prices

Edisi4l

Tahun XXV|ll ^- 2022 Jumal HSBBKI

Excavator Excavator komatsu PC78UU- 6EO, build up Excavator Excavator Long Arm kelas 200 daya jangkau 14 -16m merk: komatsu, kobelco, hitachi berbagai

ator Excavator Samsunq SE210-2 Bekas

Excavator Excavator Standard kelas 200 atau bucket capacity 0.8m3

-

0.9m3 merk: komatsu, kobelco, hitachi Excavator Excavator Stone Breaker kelas 200

Excavator iual excavator PC 200-8 th 2011 Bekas Excavator Mini Excavator 5T Class Baru

Excavator Mini Excavator kelas 100 (PC100) atau buckel capacity 0.4m3

*

0.5m3 merk: komatsu,hitachi

Excavator Mini Excavator Lokal Baru

Excavator Mini Excavator lonking cdm 6065 kelas 6 ton Baru

Excavator 80-140 Ho 0.9 m3

Forklift 10 Ton Fulvi Mixer E27 75.0

Set E12 175.0 125.0 KVA Cutter E36 3.0 32.0 Cc

Hand Guide Vibrating Toikyoku TAHUN 1991 lre Roller Kawasaki KR

-

^{20 D TAHUN 1989}

Breaker

E37 80.0

0.5 M3

Tipe : Whell Loader VSL20 Mesin : 74KW

I

1OOP

: 1.1-1 .5 m3 Beban Angkut : 2000k9 Tipe : Whell Loader SEM6168 Mesin : 55KW

/

4hp Kapasitas : 0.9m3 Beban Angkut : 1600k9

FM 260 TAHUN 2009 (Luar Kota ditambah iarak

FE_49TAHUN

1999

Grade Tipe : Motor Grader Seri M 16M3 Daya (gigi 1

)-

^Bersih :216.0 Kw Bobot kerja -

Umum : 32.411 kg Lebar blade

i

pisau : 4.

Provinsi Bali

542

JournalBC|M Prices

Edisi4l

Tahun

D0/lll-

2022 JurnalHSBBKl

140

Motor Grader Tipe : Motor Grader 160k Rentang VHp :

139-154 kw ( 186-206 hp ₎ Lebar Blade :4.3m Bobot

Kerja : '15873 kq 1 Unit/Jam 319.200

141 Motor Grader > 100 Hp 10800

142 Votor Grader >100 Hp E13 125.0 _am 1.443.

143 Motor Grader Komatsu GD 313 A TAHUN 1989 Hari 2.600

144 Vlotor Grader Mitsubishi GD 230 A TAHUN 1989 lari 162. .600

145 Pedestrian Roller

E24

11.0 0.98 Ton Jam 400

146 ^Dile Driver + Hammer

E30 25.0

2.50 Ton _am tJ.

147 )lat Compactor PC 500 B TAHUN 1991 Hari 00

MA i.ock Drill reaKer - +z

149 Stamoer ro L 12 EU TAHUN 1999 Hari 75E.O00

150 Stone Crusher

E21 220.0

30.0 T/Jam Jam 2.309.700

151 Tamper Kode : E25 Kap. 0.3 Ton Hari t0

152 Tandem R

=r 6-8 T. Kode : E17 Kao. 8.0 Ton trl 8.084.1

153 Three Wheel Roller Bukaka BRR

-

^{8 TV Hari}

154 Three Wh Loader 6-8 T Kode :

El6

Kao. 8.0 Ton trl 7.314.100

155 Tire Roller ₀ T Kode : E18 Kap. 10.0 Ton Hari 1.400

156 Track .oader 2.3 M3 Jam 51 .1 00

157 Track 31 2.8 M3 Jam

I ctt frack .oader 75-100 Ho Kode :E14Kao. 1 fi3 :lrl 12.126.1

159 frailer on

E29

175.0 20.00 Ton Jam r.E00

tou frailler 15 on E35 150.0 15.0 Ton Jam 397.500

161 Tronton Selp Loader Hino (Dalam Kota Dengan Jarak

Max 6 Km) FM 260 TAHUN 2008 Per-Operasi 798.000

toz fruck V rane Tovota TAHUN 1999 Hari 60c

163 Iruk Mixer Aoitator) 5 rr lrl 717.

164 rq Compactor 10 - 22Ton Hari I.JUL

165 /ibratino Roller Dvnaoac CG

-

^{16 TAHI lN lari 726.200}

166 r/ibratorv

lr

¹⁰

-

¹⁵ TON TAHUN 2007 Hari ,3.00c

167 /ibratory Roller 5-8 T 7.1 Ton 505.70C

'168 ,,/ibratorv Roller 5-8 T. Kode: E19 Kao.7.0

i

am

169 /ibro Tandem Roller (Static) 10 Ton Th. 2006-2008 Per 11200 25.536.00

170 Vibro Tandem Roller (Static) 10 Ton Th. 2( er Jam 7.70C

171 Vibro Tandem Roller (Static) 10 Ton Th. 2009-2011 )er _36.867.60C

172 Vibro Anl )m Roller (Static) 10 Ton Th )11 )er Jam IC

173 Vibro Tandem Roller (Vibrating) 4 - 10Ton Th. 2006- 2008

Per Bulan/200

Jam 41.496.000

174 Vibro Tandem Roller (Vibrating) 4 - 10Ton Th. 2006-

2008 ^Per Jam 207.500

175 Vibro Tandem Roller (Vibrating) 4 - 10Ton Th. 2009- 2011

Per Bulan/200

Jam ^54.1 95.400

176 ^y'ibro Tandem Roller (Vibrating) 4 - 10Ton Th. 2009-

2011 Per Jam 258.100

177 Vibro Tandem Roller (Vibrating) B - 18 Ton Th. 2006- 2008

Per Bulan/200

Jam ^46.284.0OO

178 Vibro Tandem Roller (Vibrating) 8 - 18 Ton Th. 2006-

2008 ^Per Jam 231.400

179 Vibro Tandem Roller (Vibrating) B - 18 Ton Th. 2009- 2011

Per Bulan/200

Jam 60.462.900

180 Vibro Tandem Roller (Vibrating) B - 18 Ton Th. 2009-

2011 ^Per Jam 287.900

181 Vibro Vibratinq Comoactor 10

-

^on N. ;ZUUb-ZUUU Per ₀ 52.668.00 183 /ibro Vibratino Comoactor 10

-

^{?2 on h 2Il} Per Bulan/200 5 184 Vf bro Vibratinq Compactor 10

-

^{22Ton n. zvua-zuu -t Jattl Zo3.3}

185 r/ibro Vibratino Comnactor 1o

-

^{22 on n IE Per Jam}

186 ibro Vibratino Comoactor 10

-

^on Th. 2009-201 1 Per Bl

at.+at.tuL

187 ibro Vibratinq Compactor 10

-

^{22 on I n. zou} Per Bulan/200 73.

188 lbro Vibratino Comoactor 10

-

^on tn.2009-2011 ^,er em 3Z1.3UL 189 ibro Vibratinq Compactor 10

-

^{22 Ton Th. 200 Per Jam} 0c 190

Vibro Sakai Sewa Vibro Sakai SV 512TF (patfoot

/

double drum) daya getar 20 ton Harga: Rp. 130.000,- {am s/d ^Rp.1 50.000.Jiam

Per Jam 239.40C

191 Water Jet 600 Liter Per-Jam 29.60C

192 Water Pump 70-100 Mm Kode : E22 Kao. - Hari 673.70C

ProvinsiBali

543

Journal BCIM Prices

Edisi4l

Tahun XXVlll ^- 2022 Jurnal HSBBKI

Water Tanker 3000-4500 L 4000 Liter

IYJ Hari 247.70C

194 Water Tanker 3000-4500 L. Kode : E23 Kao. 4.000 liter Hari 5.581.90C

195 Weldinq Set

E32 40.0

250.0 Amo Jam 105.50C

't96 el Loader Wheel Loader 1.5 M3 2009-201 Per Bulan/200 66.361 .70C

197 Wheel Loader Wheel Loader 2.5 M3 2009-2011 Per t.4zz.QvL

1gFl Vheel Loader Wheel Loader 3.0 M3 2009-201 Per 80.740.00c 199 Wheel Loader Wheel Loader 4.0 M3 2009-2011 Per Bulani200 161.480.10C 200 Wheel Loader Track Loader 2.3 M3 2009-201 Per Bulan/200 73.735 201 Wheel Loader Track Loader 2.8 M3 2009-2011 Per Bulan/200 89.956.90C 202 Vheel Loader Wheel Loader 1.5 M3 2009-2011 Per Jam 316.00C 203 /Vheel Loader Wheel Loader 2.5 M3 2009-2011 Per Jam 368.70C 204 /Vheel Loader Wheel Loader 3,0 M3 2009-201 Per Jam 384.50C 205 /y'heel Loader Wheel Loader 4.0 M3 2009-201 1 Per Jam 769.00C 2f]6 reel Loader Track Loader 2.3 M3 2OO9-2O1 Per Jam 351.1U 207 /y'heel Loader Track Loader 2.8 M3 2009-2011 Per Jam 428.40C 20E /Vheel Loader Wheel Loader 1.5 M3 2006-2008 Per 54.264.OOC 209 /y'heel Loader Wheel Loader 2.5 M3 2006-2008 Per 59.052.00t

21 /Vheel Loader Wheel Loader 3.0 M3 2006-2008 Per Bulan/200 63.840.00C 212 ^y'Vheel Loader Wheel Loader 4.0 M3 2006-2008 Per Bulani200 1J;Z.4bU.UUt 213 fheel _Loader Track Loader 2.3 M3 2006-2008 Per 59.052.00C 214 /y'heel Loader Track Loader 2.8 M3 2006-2008 Per Bulan/200 73.416.00C 215 /Vheel Loader Wheel Loader ^'l .5 M3 2006-2008 Per Jam 271.30C

216 ^y'y'heel Loader Wheel Loader 2.5 M3 2006-2008 Per Jam 295.30t

217 /Vheel Loader Wheel Loader 3.0 M3 2006-2008 Per Jam 319.20C

218 ^y'y'heel Loader Wheel Loader 4.0 M3 2006-2008 Per Jam 662.30t

219 /Vheel Loader Track Loader 2.3 M3 2006-2008 Per Jam 295.30C 220 /y'heel Loader Track Loader 2.8 M3 2006-2008 Per Jam Jb if .1 UU

221 /Vheel Loader Wheel Loader XGg'18 XGMA Bln 694.260.000

222 /i/heel Loader Wheel Loader XG935 XGMA Bln v1b.-r u4.uuu

zz5 ruheel Loader 1.5 M Jam 316.000

224 /t/heel Loader 2.5 Jam Jb6. /UU

225 ruheel Loader 3.0 M3 Jam 384.500

226 //heel Loader 4.0 M3 Jam i/bV.UUU

227

lwheel Loader TCM

-

^{8'15 TAHUN 1991 Hari 1.005.500}

228

lWheel Loader TCM

-

815 TAHIJN 1991 Hari 1.005.50c

229

lWheel Loader Kode : E15 Kao. 1.5 M3 Jam .154.90C

23O

lWheel Loader SL

-

120 TAHTJN 1996 Hari 1.675.80C

231

lWheel Loader Wheel Loeader 1.0-1 .6 m3 M3 405.30C

232

lWheel Loader Wheel Loader XG9 JMA Bln 694.260.00C

233

lWheel Loader Wheel Loader XG935 XGMA Bln 916.1 04.00C

Provinsi Bali

544

Journal BCIM Prices