Formula_perhitungan Cos Produksi

7/30/2019 Formula_perhitungan Cos Produksi

1/10

% Nilai

LEMPUNG KERING 35 0.35 0.74LEMPUNG BASAH 35 0.35 0.74

TAHAN KERING 25 0.25 0.80

TANAH BASAH 25 0.25 0.80

TANAH & KERIKIL 20 0.20 0.83

KERIKIL KERING 12 0.12 0.89

KERIKIL BASAH 14 0.14 0.88

BATU KAPUR 60 0.60 0.63

BATU HASIL PELEDAKAN 60 0.60 0.63

PASIR KERING 15 0.15 0.87

PASIR BASAH 15 0.15 0.87

BATUAN SEDIMEN 40 0.40 0.71

COAL 20 0.20

PERSENTASE MENGEMBANGJENIS TANAH FAKTOR PEMUATAN

NILAI SWELLING FAKTOR MATERIAL ( sf )


2/10

BUCKET CAPACITY( Lcm ) A - Blade ( Lcm ) S - Blade ( lcm ) U - Blade ( Lcm ) ( Lcm ) ( Ton )

320 0.930 D 6 D 2.500 3.770 PS 120 2.500 6.000

375 2.640 D 6 H 3.180 3.890

D 7 G 2.900 4.200 5.800

D 7 H 3.890 5.160 8.340

D 8 N 4.660 11.700

VESELL CAPACITY

DUMP TRUCK

JENIS ALAT BERAT

BLADE CAPACITY

DOZER

TYPE TYPE TYPE

EXSAVATOR


3/10

Km

a Bucket Capacity ( BC ) = 0.950 Lcm a Bucket Capacity ( BC ) =

b Bucket Faktor ( bf ) = 0.950 b Bucket Faktor ( bf ) =

c. Cycle Time ( CT ) = 22.000 s c. Cycle Time ( CT ) =

d. Corection Factor ( CF ) d. Corection Factor ( CF )

Machine Availability ( ma ) = 0.950 Machine Availability ( ma ) =

Time Efficiency ( te ) = 0.950 Time Efficiency ( te ) =

Operator Skill ( os ) = 0.900 Operator Skill ( os ) =Eff. Kerja = ma x te x os Eff. Kerja =

= 0.812 =

e. Swelling Factor ( sf ) = 0.200 Batubara e. Swelling Factor ( sf ) =

= =

Vl = 119.955 Lcm / Jam Vl =

1 x Vl

Vb = --------------- Vb =

1 + sf

= 99.962 Bcm / Jam =

Ton = Vb x 1.25 Ton =

= 124.953 Ton / Jam =

a. Vessel Capacity ( VC ) = 20.000 MT a. Vessel Capacity ( VC ) =

b. Bucket Capacity ( BC ) = 0.950 Lcm b. Bucket Capacity ( BC ) =

c. Swelling faktor ( sf ) = 0.200 Batubara c. Swelling faktor ( sf ) =

Vl = BC Vl =

= 0.950 Lcm =

1 x Vl

Vb = --------------- Vb =

1+ sf

= 0.792 Bcm =

Ton = 1.250 Ton =

= 0.990 Ton =

d. Bucket Faktor ( bf ) = 0.950 d. Bucket Faktor ( bf ) =

e. Corection Faktor ( CF ) e. Corection Faktor ( CF )

Machine Availability ( ma ) = 0.950 Machine Availability ( ma ) =

Time Efficiency ( te ) = 0.950 Time Efficiency ( te ) =

Operator Skill ( os ) = 0.900 Operator Skill ( os ) =

Eff. Kerja = ma x te x os Eff. Kerja =

= 0.812 =

( JP ) = ( JP ) =

= 26.192 Bucket =

= 26.000 Bucket =

f. Cycle Time Exsavator ( CT ) = 22.000 s f. Cycle Time Exsavator ( CT ) =

( wm ) = ------------------------------ ( wm ) =

= 9.604 menit =

g. Kecepatan mobil muatan = 45.000 Km / Jam g. Kecepatan mobil muatan =

= 0.750 Km / menit =

( wam ) = ( wam ) =

= 6.667 menit =

( wd ) = 1.500 menit ( wd ) =

h. Kecepatan mobil kosong = 55.000 Km / jam h. Kecepatan mobil kosong =

= 0.917 Km / menit =

( wak ) = ( wak ) =

= 5.455 menit =( wtm ) = 1.000 menit ( wtm ) =

= =

= 24.225 menit =

menit

= =

menit

= 2.522 unit =

= 3.000 unit =

menit

= =

menit

= 2.477 Rit / jam / 1 unit =

= =

= 6.248 == =

= 49.536 Ton/Jam/1 unit =

= 124.953 Ton / jam =

= 38.105 Bcm / Jam =

Waktu angkut muatan --------------------------------

Exsavator PC - 200

Dump Truck

Jumlah Pengisian

BC ( ton ) x bf x CF

VC

----------------------------

Kapasitas Produksi

CT

Matrik Plan Batubara

Jarak Tambang - Stockpile

5


Waktu muat

JP x CT

60.000

-----------------------------

BC x bf x 3600 x CF

Kecepatan mobil kosong

Waktu tunggu muatan

Cycle Time 1 Rit / 1 unit wm + wam + wd + wak + wtm

Kecepatan mobil muatan

Waktu Dumping + atur posisi

Waktu angkut kosong --------------------------------

Jarak Stockpile - Tambang

60.000

Cycle Time 1 Rit / 1 unit

Keserasian Unit -----------------------------------


Waktu Muat ( wm )

Produktivitas 1 unit VC x Jumlah Rit / jam

Total Ritase Jlh Unit x Jml Rit / jam / 1 unit

Dalam 1 jam / 1 Unit ---------------------------------

Kapasitas Produksi

Matrik Plan B

Jarak Tambang

5

Exsavator P

Waktu muat

Dump Tru

Jumlah Pengisian

Waktu Dumping + atur posisi

Waktu angkut kosong

Waktu angkut muatan

Keserasian Unit

Waktu tunggu muatan


Total Ritase

Produktivitas 1 unit

Dalam 1 jam / 1 Unit


4/10

Km

a Bucket Capacity ( BC ) = 0.950 Lcm a Bucket Capacity

b Bucket Faktor ( bf ) = 0.900 b Bucket Faktor

c. Cycle Time ( CT ) = 22.000 s c. Cycle Time

d. Corection Factor ( CF ) d. Corection Factor

Machine Availability ( ma ) = 0.950 Machine Availability

Time Efficiency ( te ) = 0.950 Time Efficiency

Operator Skill ( os ) = 0.900 Operator Skill

Eff. Kerja = ma x te x os Eff. Kerja

= 0.812

e. Swelling Factor ( sf ) = 0.350 Lempung e. Swelling Factor

=

Vl = 113.641 Lcm / Jam

1 x Vl

Vb = ---------------

1 + sf

= 84.179 Bcm / Jam

Ton = Vb x 1.25

= 105.223 Ton / Jam

a. Vessel Capacity ( VC ) = 5.250 Lcm a. Vessel Capacity

b. Bucket Capacity ( BC ) = 0.950 Lcm b. Bucket Capacity

c. Swelling faktor ( sf ) = 0.350 Lempung c. Swelling faktor

Vl = BC

= 0.950 Lcm

1 x Vl

Vb = ---------------

1+ sf

= 0.704 Bcm

Ton = Vb x 1.25

= 0.880 Ton

d. Bucket Faktor ( bf ) = 0.900 d. Bucket Faktor

e. Corection Faktor ( CF ) e. Corection Faktor

Machine Availability ( ma ) = 0.950 Machine Availability

Time Efficiency ( te ) = 0.950 Time Efficiency

Operator Skill ( os ) = 0.900 Operator Skill

Eff. Kerja = ma x te x os Eff. Kerja

= 0.812

( JP ) =

= 7.560 Bucket

= 8.000 Bucket

f. Cycle Time Exsavator ( CT ) = 22.000 s f. Cycle Time Exsavator

( wm ) = ------------------------------

= 2.772 menit

g. Kecepatan mobil muatan = 15.000 Km / Jam g. Kecepatan mobil muatan

= 0.250 Km / menit

( wam ) =

= 1.200 menit

( wd ) = 1.500 menit

h. Kecepatan mobil kosong = 30.000 Km / jam h. Kecepatan mobil kosong

= 0.500 Km / menit

( wak ) =

= 0.600 menit

( wtm ) = 1.000 menit

=

= 7.072 menit

menit

=

menit

= 2.551 unit

= 3.000 unit

menit

=

menit

Matrik Plan Batubara

Jarak Tambang - Disposal

0.3

Exsavator PC - 200

BC x bf x 3600 x CF

Kapasitas Produksi ----------------------------- Kapasitas Produksi

CT

Dump Truck

VC

Jumlah Pengisian ---------------------------- Jumlah Pengisian

BC ( Lcm ) x bf x CF

JP x CT


Waktu muat Waktu muat

60.000

Kecepatan mobil muatan

Waktu angkut muatan -------------------------------- Waktu angkut muatan

Waktu Dumping + atur posisi Waktu Dumping + atur posisi

Jarak Stockpile - Tambang

Waktu angkut kosong -------------------------------- Waktu angkut kosong

Kecepatan mobil kosong

Waktu tunggu muatan Waktu tunggu muatan


Cycle Time 1 Rit / 1 unit wm + wam + wd + wak + wtm Cycle Time 1 Rit / 1 unit

Waktu Muat ( wm )

Keserasian Unit ----------------------------------- Keserasian Unit

60.000

Dalam 1 jam / 1 Unit --------------------------------- Dalam 1 jam / 1 Unit



5/10

12,000.000IDR

9,500.000IDR

0.006IDR

NUMBERS SKILL STATUS BASIC OT HM UNIT PREMI

1 PC 400 EX - 001 0 operator hire 1,250,000.000IDR -IDR 0.000 -IDR


3 PC 300 EX - 003 2 operator hire 1,250,000.000IDR -IDR 168.162 2,017,942.500IDR

2

1 DT NISSAN CWB 520 / HINO DT - 001 0 driver hire 1,250,000.000IDR -IDR 0.000 -IDR






7 DT NISSAN CWB 520 / HINO DT - 007 0 driver hire 1,250,000.000IDR -IDR 0.000 -IDR 8 DT NISSAN CWB 520 / HINO DT - 008 0 driver hire 1,250,000.000IDR -IDR 0.000 -IDR













21 DT NISSAN CWB 520 / HINO DT - 021 0 driver hire 1,250,000.000IDR -IDR 0.000 -IDR 22 DT NISSAN CWB 520 / HINO DT - 022 2 driver hire 1,250,000.000IDR -IDR 166.392 1,580,721.625IDR

23 DT NISSAN CWB 520 / HINO DT - 023 2 driver hire 1,250,000.000IDR -IDR 166.392 1,580,721.625IDR



8

1 D 155 A D - 001 0 operator hire 1,250,000.000IDR -IDR 0.000 -IDR

2 D 155 A D - 002 0 operator hire 1,250,000.000IDR -IDR 0.000 -IDR

3 D 85 E SS D - 003 2 operator hire 1,250,000.000IDR -IDR 161.081 1,932,976.500IDR

2

1 PC 200 EX - 004 2 operator hire 1,250,000.000IDR -IDR 28.322 339,864.000IDR

2

1 DT NISSAN CWA 540 / HINO DT - 027 2 driver hire 1,100,000.000IDR -IDR 24.782 235,426.625IDR



4 DT NISSAN CWA 540 / HINO DT - 030 0 driver hire 1,100,000.000IDR -IDR 0.000 -IDR

5 DT NISSAN CWA 540 / HINO DT - 031 0 driver hire 1,100,000.000IDR -IDR 0.000 -IDR

6

1 D 85 E SS D - 004 2 operator hire 1,250,000.000IDR -IDR 17.701 212,415.000IDR

2 PC 200 EX - 005 2 operator hire 1,250,000.000IDR -IDR 130.989 1,571,871.000IDR



5 Motor Greder 705 A GD - 01 2 operator hire 1,250,000.000IDR -IDR 150.461 1,805,527.500IDR

6

1 Water Pump 6' inlet Pump - 001 2 Mech hire 2,500,000.000IDR -IDR 230.116 -IDR

2 Water Pump 6' inlet Pump - 002 0 ass. mech hire 1,600,000.000IDR -IDR 0.000 -IDR



5 Fuel Truck 5000 lt FT - 001 0 driver hire 1,800,000.000IDR -IDR 0.000 -IDR

6 Fuel Truck 5000 lt FT - 002 0 driver hire 1,800,000.000IDR -IDR 0.000 -IDR

7 Water Truck 5000 lt WT - 001 0 driver hire 1,800,000.000IDR -IDR 0.000 -IDR

8 Water Truck 5000 lt WT - 002 0 driver hire 1,800,000.000IDR -IDR 0.000 -IDR 9 Lighting Tower LT - 001 1 Mech hire 2,500,000.000IDR -IDR 194.714 -IDR

10 Lighting Tower LT - 002 1 ass. mech hire 1,600,000.000IDR -IDR 194.714 -IDR

11 Lighting Tower LT - 003 0 ass. mech hire 1,600,000.000IDR -IDR 0.000 -IDR

12 Lighting Tower LT - 004 0 ass. mech hire -IDR -IDR 0.000 -IDR



15 Genset 100 KW G - 001 1 Mech hire 2,500,000.000IDR -IDR 177.013 -IDR

16 G t 100 KW G 002 0 h hi 1 600 000 000IDR IDR 0 000 IDR

UNIT SUPPORTING

HAULING COAL

Sub Total

UNIT GENERAL

Sub Total

DOZING & RIPPING

Sub Total

LOADING COAL

Sub Total

Sub Total

REMUNERATION

LOADING OB

Sub Total

EMPLOYEE

PREMI OPERATOR ALAT BERAT / JAM

NO UNIT CODE

HAULING OB

PREMI DRIVER / JAM

OVERTIME


6/10

12

1 Project Manager PM 1 Pms hire 12,000,000.000IDR -IDR 0.000 -IDR

2 HRD Superintendent HS 1 Pms hire 8,500,000.000IDR -IDR 0.000 -IDR

3 Prod Superintendent SPT 0 Pms hire 8,000,000.000IDR -IDR 0.000 -IDR

4 Prod Supervisor SPV 2 Pms hire 5,500,000.000IDR -IDR 0.000 -IDR

5 Prod Foreman FM 2 Pms hire 3,000,000.000IDR -IDR 0.000 -IDR

6 Prod Admin ADM 2 Pms hire 2,750,000.000IDR -IDR 0.000 -IDR

7 Mine Plan MP 1 Pms hire 7,500,000.000IDR -IDR 0.000 -IDR

8 Senior Geologist SG 0 Pms hire 7,000,000.000IDR -IDR 0.000 -IDR

9 Geologist Geos 1 Pms hire 4,500,000.000IDR -IDR 0.000 -IDR

10 Senior Surveyor SS 0 Pms hire 5,500,000.000IDR -IDR 0.000 -IDR

11 Surveyor Svy 1 Pms hire 4,250,000.000IDR -IDR 0.000 -IDR

12 Helper Surveyor HSvy 0 Local hire 1,500,000.000IDR -IDR 0.000 -IDR

13 Quality Controll QC 0 Pms hire 6,500,000.000IDR -IDR 0.000 -IDR

14 Safety Officer SO 3 Pms hire 3,500,000.000IDR -IDR 0.000 -IDR

15 Logistic Log 2 Pms / Local hire 3,750,000.000IDR -IDR 0.000 -IDR

16 Mainhaul MH 4 Local hire 2,750,000.000IDR -IDR 0.000 -IDR

17 Checker OB ChOB 2 Local hire 1,500,000.000IDR -IDR 0.000 -IDR

18 Checker Hauling ChB 2 Local hire 1,500,000.000IDR -IDR 0.000 -IDR

19 Dumpman DM 8 Local hire 1,500,000.000IDR -IDR 0.000 -IDR

20 Trafic man TM 4 Local hire 1,500,000.000IDR -IDR 0.000 -IDR

21 Security Officer SEO 8 Local hire 1,750,000.000IDR -IDR 0.000 -IDR

44

82Total Employee

Sub Total

MIDDLE UP STAFF & LOCAL

Sub Total


7/10

$ Rp $ Rp

1 Penjualan Batubara 55.000$ 385,000.000$ 3,657,500,000.000Rp

2 Biaya Operational Tambang 170,044.723$ 1,615,424,866.125Rp

3 Biaya Haul Road 0.750$ 5,250.000$ 49,875,000.000Rp4 Biaya Operational Stockpile 2.500$ 17,500.000$ 166,250,000.000Rp

5 Biaya Pembebasan Lahan 1.500$ 10,500.000$ 99,750,000.000Rp

6 Biaya Perijinan 0.250$ 1,750.000$ 16,625,000.000Rp

7 Tax 10 % 5.500$ 38,500.000$ 365,750,000.000Rp

8 Fee Royalti 8.000$ 56,000.000$ 532,000,000.000Rp

9 Comonity Development 0.500$ 3,500.000$ 33,250,000.000Rp

10 Mine Management Service -$ -$ -Rp

303,044.723$ 2,878,924,866.125Rp

11 Overhead Cost 5.000% 15,152.236$ 143,946,243.306Rp

318,196.959$ 3,022,871,109.431Rp

KEUNTUNGAN 66,803.041$

NO KETERANGANESTIMATED (

per Ton )PEMASUKAN

634,628,890.569Rp

Total Pengeluaran

BIAYA INVESTASI

GBEJOB SITE - PPU

Total Biaya

9,500.000Rp

Ton

SR

PENGELUARAN

1.000$

BIAYA

7000.000

53846.154

1

Bcm

10

COAL

OB


8/10

53846.1538 Bcm

7000 MT

1 10

Lt / jam Harga / lt Biaya Harga

1 PC 400 EX - 001 0.000 233.928 0 0 7,200.00IDR -IDR IDR

2 PC 400 EX - 002 0.000 233.928 0 0 7,200.00IDR -IDR IDR

3 PC 300 EX - 003 336.324 159.496 53642.4151 32 7,200.00IDR 77,488,992.000IDR IDR

32.000

336.324 627.352 53642.415 77,488,992.000IDR

1 DT NISSAN CWB 520 / HINO DT - 001 0.000 44.046 0.000 0 7,200.00IDR -IDR IDR




5 DT NISSAN CWB 520 / HINO DT - 005 0.000 44.046 0.000 0 7,200.00IDR -IDR IDR 6 DT NISSAN CWB 520 / HINO DT - 006 0.000 44.046 0.000 0 7,200.00IDR -IDR IDR
















22 DT NISSAN CWB 520 / HINO DT - 022 332.784 40.489 13473.940 13 7,200.00IDR 31,148,535.600IDR IDR




13

1324.054 1076.253 53609.0797 123,931,407.600IDR

1 D 155 A D - 001 0.000 259.259 0 0 7,200.00IDR -IDR IDR

2 D 155 A D - 002 0.000 259.259 0 0 7,200.00IDR -IDR IDR

3 D 85 E SS D - 003 322.163 166.667 53693.7917 30 7,200.00IDR 69,587,154.000IDR IDR

10.000

322.163 685.185 53693.792 69,587,154.000IDR

1 PC 200 EX - 004 56.644 124.953 7077.81866 22 7,200.00IDR 8,972,409.600IDR IDR

56.644 124.953 7077.81866 8,972,409.600IDR

1 DT NISSAN CWA 540 / HINO DT - 027 49.564 49.536 2455.173 13 7,200.00IDR 4,639,143.600IDR IDR



4 DT NISSAN CWA 540 / HINO DT - 030 0.000 49.536 0.000 0 7,200.00IDR -IDR IDR

5 DT NISSAN CWA 540 / HINO DT - 031 0.000 49.536 0.000 0 7,200.00IDR -IDR IDR

13

145.150 247.680 7190.15009 13,586,063.400IDR

1 D 85 E SS D - 004 35.403 30 7,200.00IDR 7,646,940.000IDR IDR

2 PC 200 EX - 005 261.979 22 7,200.00IDR 41,497,394.400IDR IDR

3 PC 200 EX - 006 0.000 0 7,200.00IDR -IDR IDR

4 PC 200 EX - 007 0.000 0 7,200.00IDR -IDR IDR

5 Motor Greder 705 A GD - 01 300.921 23 7,200.00IDR 49,832,559.000IDR IDR

25

598.302 98,976,893.400IDR

1 Water Pump 6' inlet Pump - 001 230.116 10 7,200.00IDR 16,568,370.000IDR IDR

2 Water Pump 6' inlet Pump - 002 0.000 0 7,200.00IDR -IDR IDR 3 Water Pump 6' inlet Pump - 003 0.000 0 7,200.00IDR -IDR IDR

4 Water Pump 3' inlet Pump - 004 230.116 5 7,200.00IDR 8,284,185.000IDR IDR

5 Fuel Truck 5000 lt FT - 001 0.000 0 7,200.00IDR -IDR

6 Fuel Truck 5000 lt FT - 002 0.000 0 7,200.00IDR -IDR

7 Water Truck 5000 lt WT - 001 0.000 0 7,200.00IDR -IDR

8 Water Truck 5000 lt WT - 002 0.000 0 7,200.00IDR -IDR

9 Lighting Tower LT - 001 194.714 5 7,200.00IDR 7,009,695.000IDR

COST OPERASIONAL PRUDUKSIGBE

JOB - SITE PPU

Sub Total 1246.168 IDR



Hauling OB

Loading Coal


Dozing & Ripping

TARGET PRODUKSI OB

TARGET PRODUKSI COAL

SR

BAHAN BAKAR SOLARProduksiBcm

NO

Hauling Coal


UNIT KODE Jam kerja Prod'tyBcm/jam

Loading OB

Unit Supporting

Unit General



9/10

1 PERIODE PRODUKSI ( HARI KERJA ) : 30

2 TARGET OVERBURDENT ( OB ) : 53846.1538

3 TARGET COAL : 7000

4 JUMLAH JAM KERJA : 600

5 JARAK PIT - STOCKPILE : 0.3

6 Number of Day : = 30

Number of Holiday : = 0MOHH : 600

7 Jumlah yang tersedia dalam satu bulan

Reguler : 21 X 20 = 420

Friday : 5 X 19 = 95

Sunday : 4 X 20 = 80

= 595

8 Rain & Slippery : = 25

9 Efisiensi waktu : = 95

10 Effisiensi jam kerja : 70 X 595 = 416.500

11 Effective working day : 70 X 30 = 21.000

( % ) ( Jam ) ( % ) ( Jam ) ( % ) ( Jam )

1 PC 400 EX - 001 85 354.025 10 41.650 5 20.825

2 PC 400 EX - 002 85 354.025 10 41.650 5 20.825

3 PC 300 EX - 003 85 354.025 10 41.650 5 20.825

1 DT NISSAN CWB 520 / HINO DT - 001 85 354.025 10 35.403 5 17.701



4 DT NISSAN CWB 520 / HINO DT - 004 85 354.025 10 35.403 5 17.7015 DT NISSAN CWB 520 / HINO DT - 005 85 354.025 10 35.403 5 17.701





















1 D 155 A D - 001 85 354.025 10 35.403 5 17.701

2 D 155 A D - 002 85 354.025 10 35.403 5 17.701

3 D 85 E SS D - 003 85 354.025 10 35.403 5 17.701

Note :

Shift Siang

Jam Kerja 10 jam / hari Jam : 07.00 - 18.00 WITA

Jam Istirahat 1 jam / hari Jam : 12.00 - 13.00 WITA

PERENCANAAN ALAT BERAT UNTUK

NO UNIT CODE MA TARGET BREAK DOWN STANDBY

UNIT LOADI

UNIT HAULI

UNIT DOZING & R


10/10

1 PERIODE PRODUKSI ( HARI KERJA ) : 30

2 TARGET OVERBURDENT ( OB ) : 53846.1538

3 TARGET COAL : 7000

4 JUMLAH JAM KERJA : 600

5 JARAK PIT - STOCKPILE : 5

6 Number of Day : = 30

Number of Holiday : = 0MOHH : 600

7 Jumlah yang tersedia dalam satu bulan

Reguler : 21 X 20 = 420

Friday : 5 X 19 = 95

Sunday : 4 X 20 = 80

= 595

8 Rain & Slippery : = 25

9 Efisiensi waktu : = 95

10 Effisiensi jam kerja : 70 X 595 = 416.500

11 Effective working day : 70 X 30 = 21.000

( % ) ( Jam ) ( % ) ( Jam ) ( % )

1 PC 200 EX - 004 85 354.025 10 41.650 5

1 DT NISSAN CWA 540 / HINO DT - 027 85 354.025 10 35.403 5





1 D 85 E SS D - 004 85 354.025 10 35.403 5

2 PC 200 EX - 005 85 354.025 10 35.403 5

3 PC 200 EX - 006 85 354.025 10 35.403 5

4 PC 200 EX - 007 85 354.025 10 35.403 5

5 Motor Greder 705 A GD - 01 85 354.025 10 35.403 5

1 Water Pump 6' inlet Pump - 001 85 354.025 10 35.403 5




5 Fuel Truck 5000 lt FT - 001 85 354.025 10 35.403 5

6 Fuel Truck 5000 lt FT - 002 85 354.025 10 35.403 5

7 Water Truck 5000 lt WT - 001 85 354.025 10 35.403 5

8 Water Truck 5000 lt WT - 002 85 354.025 10 35.403 5

9 Lighting Tower LT - 001 85 354.025 10 35.403 5






15 Genset 100 KW G - 001 85 354.025 10 35.403 5

16 Genset 100 KW G - 002 85 354.025 10 35.403 5

17 Genset 50 KW G - 003 85 354.025 10 35.403 5

18 Genset 50 KW G - 004 85 354.025 10 35.403 5

19 Genset 10 KW G - 005 85 354.025 10 35.403 5

20 Bus Karyawan BK - 001



23 Total Station TS - 001

24 Total Station TS - 002

25 Tangki Solar 20 ton TSo - 001

26 Tangki Solar 10 ton Tso - 002

27 Tangki Solar 10 ton Tso - 003

28 Light Vehicle 4 x 4 LV - 001





Note :Shift Siang

Jam Kerja 20 jam / hari Jam : 07.00 - 18.00

Jam Istirahat 2 jam / hari Jam : 12.00 - 13.00

NO UNIT CODE

PERENCANAAN ALAT BERAT UN

UNIT LOAD

UNIT HAUL

UNIT GENER

UNIT SUPPOR

MA TARGET BREAK DOWN STAN

Formula_perhitungan Cos Produksi

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