Contoh Analisa Alat Berat

TENAGA ALAT

No.

JENIS PERALATAN

KAPASITAS ALAT

HARGA ALAT

ALAT YAN JAM UMUR

KERJA

ALAT

1 TAHUN

(HP)

-

(Tahun)

(Tahun)

(Jam)

HP

Cp

B

A

W

3



!

"

#

KODE ALAT

1

2

2a

1. 2. 3. 4. !.

ASPHALT MIXING PLANT ASPHALT "INISHE# ASPHALT SP#A'E# ,LLE# 100-1!0 HP MP#ESS# 4000-6!00 LM

E01 E02 E03 E04 E0!

294.0 $2.4 4.0 1!!.0 60.0

6. $. &. 9. 10. 11. 12. 13. 14. 1!. 16. 1$. 1&. 19. 20. 21. 22. 23. 24. 2!. 26. 2$. 2&. 29. 30 31. 32. 33.

N#ETE MIXE# 0.3-0.6 M3 #ANE 10-1! TN MP T# 3-4 M3 MP T# 10 TN EXAAT# &0-140 HP "LAT ,E T# 3-4 M3 GENE#AT# SET MT# G#AE# 5100 HP T#A LAE# $!-100 HP HEEL LAE# 1.0-1.6 M3 TH#EE HEEL #LLE# 6-& T TANEM #LLE# 6-& T. TI#E #LLE# &-10 T. I,#AT#' #LLE# !-& T. N#ETE I,#AT# STNE #SHE# ATE# PMP $0-100 mm ATE# TANE# 3000-4!00 L. PEEST#IAN #LLE# TAMPE# JA HAMME# "LI MIXE# N#ETE PMP T#AILE# 20 TN PILE #IE# 7 HAMME# #ANE N T#A 3! TN ELING SET ,#E PILE MAHINE

E06 E0$ E0& E09 E10 E11 E12 E13 E14 E1! E16 E1$ E1& E19 E20 E21 E22 E23 E24 E2! E26 E2$ E2& E29 E30 E31 E32 E33

20.0 !00.0 L*+ 13&.0 1!.0 T%n 100.0 3.! T%n 190.0 10.0 T%n 133.0 0.9 M3 190.0 10.0 %n 1&0.0 13!.0 A 13!.0 10&00.0 $0.0 0.& M3 96.0 1.! M3 !!.0 &.0 T%n &2.0 &.1 T%n 100.! 9.0 T%n &2.0 $.1 T%n !.! 2!.0 220.0 60.0 T/Jam 6.0 100.0 4000.0 L*+ &.& &3!.0 T%n 4.$ 121.0 T%n 0.0 1330.0 34!.0 200!.0 100.0 &.00 M3 1$!.0 20.00 T%n 2!.0 2.!0 T%n 12!.0 3!.00 T%n 40.0 2!0.00 Am8 1!0.0 2000.0 M**+

34.

ASPHALT LII MIXE# KETERANGAN $

E34

1 2 3 4 ! 6 $ &

!.0

60.0 T/Jam 10.0 T%n &!0.0 L*+ !000.0 PM/(L/m)

1000.0 L*+

3!43!4!000 10&1364000 149$2$000 1342000000 221&1&000

10.0 6.0 !.0 !. !.0 !.0

1 1!00.0 1400.0 2000.0 2000.0 2000.0

122000000 610000000 2$!000000 !04636000 13&6364000 $3$!4!000 4$1364000 1014&1&000 104&091000 &!4000000 310!4!000 46!&1&000 610000000 6!4364000 12$!!000 2$2!!91000 16636000 199636000 102!91000 16636000 19409000 2!!091000 162$1!000 !06221000 101244000 !06221000 2!313000 32!42$6000

2.0 !.0 !.0 !.0 !.0 !.0 !.0 !.0 !.0 !.0 !.0 !.0 !.0 !.0 4.0 !.0 3. 3.0 !.0 3.0 4. 4 .0 !.0 4.0 6.0 6.0 !.0 6.0 !.0 6.0

1!00.0 2000.0 2 2000.0 2000.0 2000.0 2000.0 2000.0 2000.0 2000.0 2 2 000.0 2000.0 2 2000.0 2 2000.0 2 2 000.0 1000.0 2000.0 2000.0 2000.0 2000.0 1000.0 2000.0 1000.0 2000.0 2 2000.0 2000.0 2000.0 2000.0 2000.0

160&2000

4.0

2000.0

Tn:;a Su;u ,un:a < 8ah 8*+a%+ / S%8+ / M*;an; < 8ah P*m=anu 8*+a%+/S%8+/M*;an; < Ha+:a ,ahan ,a;a+ ,*n>n < Ha+:a ,ahan ,a;a+ S%?a+ < Mn@a; P*?uma> < Paa Paa; ; P*+ P*+am am=aha ahan N?a ?a (PPN) PPN) B8* 8*+hu un:;a n:;an n 8aBa aBa L*m=a+ =a+ #*;a #*;a8 8 hu> hu>u> u> AMP AMP =a@ =a@a a =ah =ahan an =a; =a;a+ a+ Ba Bam= m=ah ah (un (unu u; ; 8*ma 8*mana na>a >an n ma* ma*++

TENAGA ALAT

No.

JENIS PERALATAN

KAPASITAS ALAT

HARGA ALAT

ALAT YAN JAM UMUR

KERJA

ALAT

1 TAHUN

(HP)

-

(Tahun)

(Tahun)

(Jam)

HP

Cp

B

A

W

3



!

"

#

KODE ALAT

1

2

2a

3!. 36. 3$. 3&. 39. 40. 41. 42. 43. 44. 4!. 46. 4$. 4&. 49. !0. !1. !2. !3. !4. !!. !6. !$. !&. !9. 60. 61. 62. 63. 64. 6!. 66. 6$.

T#NTN L MILLING MAHINE # #ILL ,#EAE# L #E'LE# HT #E'LE# AGG#EGAT (HIP) SP#EAE# ASPHALT IST#I,T# SLIP "#M PAE# N#ETE PAN MIXE# N#ETE ,#EAE# ASPAHLT TANE# EMENT TANE# N#ETE MIXE# (3!0) I,#ATING #AMME# T# MIXE# (AGITAT#) ,#E PILE MAHINE #ANE N T#A $!-100 TN ,LENING EIPMENT ASPHALT LII MIXE# ,A# ,ENE# ,A# TTE# ,#EAE# G#TING PMP JA HI#LI MESIN LAS PILE #IE# LEAE# $! ; PILE HAMME# PILE HAMME# 2! T%n ST#ESSING JA ELING MAHINE 300 A

E3! E3$ E36 E3& E39 E40 E41 E42 E43 E44 E4! E46 E4$ E4& E49 E!0 E!1 E!2 E34a E!3 E!4 E!! E!6 E!$ E!& E!9 E60 E61 E62 E63

1!0.0 1!.0 T%n 24&.0 1000.0 m 3.0 900.0 2200.0 M 400.0 3.0 M 11!.0 3.! M 11!.0 4000.0 L*+ 10!.0 2.! M 134.0 600.0 L*+ 290.0 20.0 m3/am 190.0 4000.0 ?*+ 190.0 4000.0 ?*+ 20.0 3!0.0 ?*+ 4.2 &0.0 G 220.0 !.0 M3 12!.0 60.0 M 200.0 $!.0 T%n !0.0 30.0 T%n 40.0 20000.0 L*+ 3.0 0.0 0.0 3.0 0.0 0.0 &0.0 3.0 m3/am 100.0 1!.0 T%n 3.0 1!0.0 T%n 3.0 0.2 T%n $0.0 $!.0 ; 10.0 0.0 0.0 1.0 2.!0 T%n &9.0 1!.00 T%n !.0 0.00 0

4&2449000 !301!&0000 964&9&000 20906131000 313!9196000 4234&3000 4234&3000 1433!63000 10$2109000 964&9&000 !360!!000 !360!!000 3$!24000 21442000 &040&2000 12!436&000 964&9&000 !360!!000 160&2000 61!00000 61!00000 1$!000000 162$1!000 $9300000 !03!0000 4&&000000 140000000 140000000 $9300000 36600000

10.0 !.0 10.0 !.0 !.0 4.0 !.0 6.0 10.0 !.0 6.0 6.0 2.0 4.0 !.0 10.0 !.0 10.0 4.0 &.0 &.0 !.0 !.0 !.0 3.0 !.0 3.0 !.0 !.0 !.0

1!00.0 2000.0 1!00.0 2000.0 2000.0 1000.0 2000.0 2000.0 1!00.0 2000.0 2000.0 2000.0 2000.0 1000.0 2000.0 1!00.0 2000.0 1!00.0 2000.0 12!0.0 12!0.0 2000.0 2000.0 2000.0 900.0 9600.0 &00.0 &000.0 1&00.0 10000.0

6&. KETERANGAN $

1 2 3 4 ! 6 $ & 9

Tn:;a Su;u ,un:a < 8ah 8*+a%+ / S%8+ / M*;an; < 8ah P*m=anu 8*+a%+/S%8+/M*;an; < Ha+:a ,ahan ,a;a+ ,*n>n < Ha+:a ,ahan ,a;a+ S%?a+ < Mn@a; P*?uma> < Paa; P*+am=ahan N?a (PPN) B8*+hun:;an 8aBa L*m=a+ #*;a8 hu>u> AMP =a@a =ahan =a;a+ Bam=ah (unu; 8*mana>an ma*+ AMP  A>8a? S8+a@*+ A>8a? >+=u> Bam=ah =ahan =a;a+ unu;

ANALISA BIAYA SEWA PERALATAN PER JAM KERJA (I

DIPAKAI HARGA

NILAI SISA ALAT

ALAT

%AKTOR PENGEM& BALIAN MODAL

BIAYA PASTI PER JAM BIAYA

ASURANSI

TOTAL

BAHAN BAKAR

PENGEM&

DAN

BIAYA

BAHAN

MINYAK

BALIAN

LAIN&LAIN

PASTI  JAM

BAKAR

PELUMAS

(#8.)

F

F

12

2.!

>/B

>/B

1!

3

MODAL (#8.)

(#8.)

(10F X ,)

-

(#8.)

(#8.)

(17)A

(, - ) D 

0.002 D ,

-----------

-----------

-----------

(17)A-1





(*1 7 *2)

B

C

D

1

2

E

*1

*2

+

,

1-

11

12

13

1

1!

0.1!00 0.1!00 0.1200 0.1200 0.1200

0.0300 0.0300 0.02!0 0.02!0 0.02!0

0.1!00 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200 0.1!00 0.1200 0.1200 0.1200 0.1200 0.1!00 0.1200 0.1!00 0.1200 0.1200 0.1200 0.1200 0.1200 0.1200

0.0300 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.0300 0.02!0 0.02!0 0.02!0 0.02!0 0.0300 0.02!0 0.0300 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0 0.02!0

0.1200

0.02!0

3!43!4!000 10&1364000 149$2$000 1342000000 221&1&000

3!43!4!00 10&136400 149$2$00 134200000 221&1&00

0.162$! 0.22961 0.263&0 0.263&0 0.263&0

34601$.3& 1!9614.46 1$$$3.92 1!930$.30 26331.$6

4$24.$3 1!44.&1 149.$3 1342.00 221.&2

122000000 610000000 2$!000000 !04636000 13&6364000 $3$!4!000 4$1364000 1014&1&000 104&091000 &!4000000 310!4!000 46!&1&000 610000000 6!4364000 12$!!000 2$2!!91000 16636000 199636000 102!91000 16636000 19409000 2!!091000 162$1!000 !06221000 101244000 !06221000 2!313000 32!42$6000

12200000 61000000 2$!00000 !0463600 13&636400 $3$!4!00 4$136400 1014&1&00 104&09100 &!400000 310!4!00 46!&1&00 61000000 6!436400 12$!!00 2$2!!9100 1663600 19963600 102!9100 1663600 1940900 2!!09100 162$1!00 !0622100 10124400 !0622100 2!31300 32!42$600

0.!$619 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.263&0 0.31!4$ 0.263&0 0.40211 0.263&0 0.40211 0.31!4$ 0.263&0 0.31!4$ 0.22961 0.22961 0.263&0 0.22961 0.263&0 0.22961

421$$.14 $2412.41 32644.94 !9904.$$ 164!$3.$0 &$!!3.13 !!9!!.09 12046$.&9 12441$.69 1013$$.3$ 36&64.44 !!296.$3 $2412.41 $$6$&.&1 3621.4! 323!!1.&2 3010.31 2369&.!6 1&!64.01 4$23.36 2304.02 $2426.39 16&12.2! !2304.43 1201&.!6 !2304.43 3004.&& 336242.60

162.6$ 610.00 2$!.00 !04.64 13&6.36 $3$.!! 4$1.36 1014.&2 104&.09 &!4.00 310.!! 46!.&2 610.00 6!4.36 2!.!1 2$2!.!9 16.64 199.64 102.!9 33.2$ 19.41 !10.1& 162.$2 !06.22 101.24 !06.22 2!.31 32!4.2&

3!-#2.11"11!,.2" 1#,23."! 1"-",.32"!!3.!+ 233,.+1 #3-22.1 32,1,., "--,.1"!,"-.-" ++2,-."+ !"2".! 121+2.#1 12!"!.#, 1-2231.3# 3#1#.,, !!#"2.! #3-22.1 #+333.1# 3"".," 32"2##.1 3-2".,! 23+,+.21+"""."#!"."3 2323.3 #2,3".!# 1",#.,# !2+1-."" 1211,.+!2+1-."" 3-3-.1, 33,,".++

160&2000

160&200

0.31!4$

22&3.03

16.0&

22,,.11

10.00 F 8*+-ahun 14!39 #u8ah 8*+-%+an:/am 116&2 #u8ah 8*+-%+an:/am 6!00 #u8ah 8*+-?*+  6!00 #u8ah 8*+-?*+  2!000 #u8ah 8*+-?*+  u?a> ,a@a P*;*+aan a?) >*=*>a+ C 12 L*+ D (a8a>a> AMP #? < 0.$ D a8a>a> AMP/Jam) D Ha+:a ,,M S%?a+  (;%?%m 16)

ANALISA BIAYA SEWA PERALATAN PER JAM KERJA (I

DIPAKAI HARGA

NILAI SISA

%AKTOR PENGEM&

BIAYA

ASURANSI

TOTAL

ALAT

BALIAN

PENGEM&

DAN

BIAYA

BAHAN

MINYAK

MODAL

BALIAN

LAIN&LAIN

PASTI  JAM

BAKAR

PELUMAS

(#8.)

L/HP/Jam

L+/HP/Jam

0.12!

0.01

>/B

>/B

0.1$!

0.02

ALAT

BIAYA PASTI PER JAM BAHAN BAKAR

MODAL (#8.)

(#8.)

(10F X ,)

-

(#8.)

(#8.)

(17)A

(, - ) D 

0.002 D ,

-----------

-----------

-----------

(17)A-1





(*1 7 *2)

B

C

D

1

2

E

*1

*2

+

,

1-

11

12

13

1

1!

0.1!00 0.1200 0.1!00 0.1200 0.1200 0.1!00 0.1200 0.1200 0.1!00 0.1200 0.1200 0.1200 0.1200 0.1!00 0.1200 0.1!00 0.1200 0.1!00 0.1200 0.1!00 0.1!00 0.1200 0.1200 0.1200 0.1!00 0.1200 0.1!00 0.1200 0.1200 0.1200

0.0300 0.02!0 0.0300 0.02!0 0.02!0 0.0300 0.02!0 0.02!0 0.0300 0.02!0 0.02!0 0.02!0 0.02!0 0.0300 0.02!0 0.0300 0.02!0 0.0300 0.02!0 0.0300 0.0300 0.02!0 0.02!0 0.02!0 0.0300 0.02!0 0.0300 0.02!0 0.02!0 0.02!0

4&2449000 !301!&0000 964&9&000 20906131000 313!9196000 4234&3000 4234&3000 1433!63000 10$2109000 964&9&000 !360!!000 !360!!000 3$!24000 21442000 &040&2000 12!436&000 964&9&000 !360!!000 160&2000 61!00000 61!00000 1$!000000 162$1!000 $9300000 !03!0000 4&&000000 140000000 140000000 $9300000 36600000

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TOTAL BIAYA SEWA ALAT PER JAM KERJA

KET.

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22

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TOTAL BIAYA SEWA ALAT PER JAM KERJA (#8.)

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DA%TAR BIAYA SEWA PERALATAN PER JAM K

No.

URAIAN

KO DE

HP

1 2 3 4 ! 6 $ &

ASPHALT MIXING PLANT ASPHALT "INISHE# ASPHALT SP#A'E# ,LLE# 100-1!0 HP MP#ESS# 4000-6!00 LM N#ETE MIXE# 0.3-0.6 M3 #ANE 10-1! TN MP T# 3-4 M3

E01 E02 E03 E04 E0! E06 E0$ E0&

294.0 $2.4 4.0 1!!.0 60.0 20.0 13&.0 100.0

9 10 11 12 13 14 1!

MP T# 10 TN EXAAT# &0-140 HP "LAT ,E T# 3-4 M3 GENE#AT# SET MT# G#AE# 5100 HP T#A LAE# $!-100 HP HEEL LAE# 1.0-1.6 M3

E09 E10 E11 E12 E13 E14 E1!

190.0 133.0 190.0 1&0.0 13!.0 $0.0 96.0

16 1$ 1& 19 20 21 22 23 24 2! 26 2$ 2& 29 30 31 32 33 34 3! 36 3$ 3& 39 40 41 42 43

TH#EE HEEL #LLE# 6-& T TANEM #LLE# 6-& T. TI#E #LLE# &-10 T. I,#AT#' #LLE# !-& T. N#ETE I,#AT# STNE #SHE# ATE# PMP $0-100 mm ATE# TANE# 3000-4!00 L. PEEST#IAN #LLE# TAMPE# JA HAMME# "LI MIXE# N#ETE PMP T#AILE# 20 TN PILE #IE# 7 HAMME# #ANE N T#A 3! TN ELING SET ,#E PILE MAHINE ASPHALT LII MIXE# T#NTN L MILLING # #ILL ,#EAE# L #E'LE# HT #E'LE# AGG#EGAT (HIP) SP#EAE# ASPHALT IST#I,T# SLIP "#M PAE# N#ETE PAN MIXE#

E16 E1$ E1& E19 E20 E21 E22 E23 E24 E2! E26 E2$ E2& E29 E30 E31 E32 E33 E34 E3! E36 E3$ E3& E39 E40 E41 E42 E43

!!.0 &2.0 100.! &2.0 !.! 220.0 6.0 100.0 &.& 4.$ 0.0 34!.0 100.0 1$!.0 2!.0 12!.0 40.0 1!0.0 !.0 1!0.0 24&.0 3.0 900.0 400.0 11!.0 11!.0 10!.0 134.0

44 4! 46 4$ 4& 49 !0 !1

N#ETE ,#EAE# ASPAHLT TANE# EMENT TANE# N#ETE MIXE# (3!0) I,#ATING #AMME# T# MIXE# (AGITAT#) ,#E PILE MAHINE #ANE N T#A $!-100 TN

E44 E4! E46 E4$ E4& E49 E!0 E!1

290.0 190.0 190.0 20.0 4.2 220.0 12!.0 200.0

!2

,LENING EIPMENT

E!2

!0.0

KAP.

60.0 T/Jam 10.0 T%n &!0.0 L*+ !000.0 PM/(L/m) !00.0 L*+ 1!.0 T%n 3.! T%n 10.0 0.9 10.0 13!.0 10&00.0 0.& 1.! &.0 &.1 9.0 $.1 2!.0 60.0

T%n M3 %n A M3 M3

HARGA ALAT

3!43!4!000 10&1364000 149$2$000 1342000000 221&1&000 122000000 610000000 2$!000000 !04636000 13&6364000 $3$!4!000 4$1364000 1014&1&000 104&091000 &!4000000

2200.0 3.0 3.! 4000.0 2.! 600.0

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310!4!000 46!&1&000 610000000 6!4364000 12$!!000 2$2!!91000 16636000 199636000 102!91000 16636000 19409000 2!!091000 162$1!000 !06221000 101244000 !06221000 2!313000 32!42$6000 160&2000 4&2449000 !301!&0000 964&9&000 20906131000 313!9196000 4234&3000 4234&3000 1433!63000 10$2109000

20.0 4000.0 4000.0 3!0.0 &0.0 !.0 60.0 $!.0

m3/am ?*+ ?*+ ?*+ G M3 M T%n

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4000.0 &3!.00 121.00 1330.00 200!.00 &.00 20.00 2.!0 3!.0 2!0.0 2000.0 1000.0 1!.0 1000.0

30.0 T%n

!360!!000

!3

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E34a

40.0

20000.0 L*+

!4

,A# ,ENE#

E!3

3.0

0.0 0

61!00000

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61!00000

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G#TING PMP

E!6

100.0

1!.0 T%n

162$1!000

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JA HI#LI

E!$

3.0

1!0.0 T%n

$9300000

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3.0

0.2 T%n

!03!0000

60 61

PILE #IE# LEAE# $! ; PILE HAMME#

E!9 E60

$0.0 10.0

62

PILE HAMME# 2! T%n

E61

1.0

2.! T%n

140000000

63 64

ST#ESSING JA ELING MAHINE 300 A

E62 E63

&9.0 !.0

1!.0 T%n 0.0 0

$9300000 36600000

3.0 m3/am

$!.0 ; 0.0 0

160&2000

1$!000000

4&&000000 140000000

RJA BIAYA SEWA

KET.

ALATJAM (/ 4a5 PPN)

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+"2,.-" 3,#,#."1 3,#,#."1 1#+1".-3 2-3++.13 +3!.## "!-1.1#!3.#1 1+#1".+1 3!!3.#, 1#11#!.#2 3,--.2!