Formula_perhitungan Cos Produksi

April 28, 2017 | Author: setia wirawan | Category: N/A
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NILAI SWELLING FAKTOR MATERIAL ( sf ) JENIS TANAH

LEMPUNG KERING LEMPUNG BASAH TAHAN KERING TANAH BASAH TANAH & KERIKIL KERIKIL KERING KERIKIL BASAH BATU KAPUR BATU HASIL PELEDAKAN PASIR KERING PASIR BASAH BATUAN SEDIMEN COAL

PERSENTASE MENGEMBANG % Nilai 35 35 25 25 20 12 14 60 60 15 15 40 20

0.35 0.35 0.25 0.25 0.20 0.12 0.14 0.60 0.60 0.15 0.15 0.40 0.20

FAKTOR PEMUATAN

0.74 0.74 0.80 0.80 0.83 0.89 0.88 0.63 0.63 0.87 0.87 0.71

JENIS ALAT BERAT EXSAVATOR TYPE

320 375

BUCKET CAPACITY ( Lcm ) 0.930 2.640

TYPE

D6D D6H D7G D7H D8N

DOZER BLADE CAPACITY A - Blade ( Lcm )

S - Blade ( lcm )

2.500 3.180 2.900 3.890 4.660

3.770 3.890 4.200 5.160

U - Blade ( Lcm )

TYPE

PS 120 5.800 8.340 11.700

DUMP TRUCK VESELL CAPACITY ( Ton ) ( Lcm ) 2.500

6.000

Matrik Plan Batubara Jarak Tambang - Stockpile 5 a b c. d.

e.

Bucket Capacity Bucket Faktor Cycle Time Corection Factor Machine Availability Time Efficiency Operator Skill Eff. Kerja Swelling Factor Kapasitas Produksi

a. b. c.

d. e.

Vessel Capacity Bucket Capacity Swelling faktor

Bucket Faktor Corection Faktor Machine Availability Time Efficiency Operator Skill Eff. Kerja

Jumlah Pengisian

f.

Cycle Time Exsavator Waktu muat

g.

Kecepatan mobil muatan

Waktu angkut muatan

Waktu Dumping + atur posisi h. Kecepatan mobil kosong

Waktu angkut kosong

Waktu tunggu muatan Cycle Time 1 Rit / 1 unit

Keserasian Unit

Dalam 1 jam / 1 Unit

Total Ritase Produktivitas 1 unit

Exsavator PC - 200 ( BC ) = 0.950 ( bf ) = 0.950 ( CT ) = 22.000 ( CF ) ( ma ) = 0.950 ( te ) = 0.950 ( os ) = 0.900 = ma x te x os = 0.812 ( sf ) = 0.200 BC x bf x 3600 x CF = ----------------------------CT Vl = 119.955 1 x Vl Vb = --------------1 + sf = 99.962 Ton = Vb x 1.25 = 124.953 Dump Truck ( VC ) = 20.000 ( BC ) = 0.950 ( sf ) = 0.200 Vl = BC = 0.950 1 x Vl Vb = --------------1+ sf = 0.792 Ton = 1.250 = 0.990 ( bf ) = 0.950 ( CF ) ( ma ) = 0.950 ( te ) = 0.950 ( os ) = 0.900 = ma x te x os = 0.812 VC ( JP ) = ---------------------------BC ( ton ) x bf x CF = 26.192 = 26.000 ( CT ) = 22.000 JP x CT ( wm ) = -----------------------------60.000 = 9.604 = 45.000 = 0.750 Jarak Tambang - Stockpile ( wam ) = -------------------------------Kecepatan mobil muatan = 6.667 ( wd ) = 1.500 = 55.000 = 0.917 Jarak Stockpile - Tambang ( wak ) = -------------------------------Kecepatan mobil kosong = 5.455 ( wtm ) = 1.000 = wm + wam + wd + wak + wtm = 24.225 Cycle Time 1 Rit / 1 unit = ----------------------------------Waktu Muat ( wm ) = 2.522 = 3.000 60.000 = --------------------------------Cycle Time 1 Rit / 1 unit = 2.477 = Jlh Unit x Jml Rit / jam / 1 unit = 6.248 = VC x Jumlah Rit / jam = 49.536 = 124.953 = 38.105

Matrik Plan Batubara Jarak Tambang - Stockpile 5

Km Lcm s

Batubara

a b c. d.

e.

Bucket Capacity Bucket Faktor Cycle Time Corection Factor Machine Availability Time Efficiency Operator Skill Eff. Kerja Swelling Factor Kapasitas Produksi

Lcm / Jam

Bcm / Jam Ton / Jam MT Lcm Batubara

a. b. c.

Vessel Capacity Bucket Capacity Swelling faktor

Lcm

Bcm Ton d. e.

Bucket Faktor Corection Faktor Machine Availability Time Efficiency Operator Skill Eff. Kerja

Jumlah Pengisian Bucket Bucket s

f.

Cycle Time Exsavator Waktu muat

menit Km / Jam Km / menit

g.

Kecepatan mobil muatan

Waktu angkut muatan menit menit Km / jam Km / menit

Waktu Dumping + atur posisi h. Kecepatan mobil kosong

Waktu angkut kosong menit menit

Waktu tunggu muatan Cycle Time 1 Rit / 1 unit

menit menit Keserasian Unit menit unit unit menit Dalam 1 jam / 1 Unit menit Rit / jam / 1 unit Total Ritase Produktivitas 1 unit Ton/Jam/1 unit Ton / jam Bcm / Jam

Exsavator PC - 300 ( BC ) = 1.800 ( bf ) = 0.950 ( CT ) = 22.000 ( CF ) ( ma ) = 0.950 ( te ) = 0.950 ( os ) = 0.900 = ma x te x os = 0.812 ( sf ) = 0.200 BC x bf x 3600 x CF = ----------------------------CT Vl = 227.282 1 x Vl Vb = --------------1 + sf = 189.402 Ton = Vb x 1.25 = 236.752 Dump Truck ( VC ) = 20.000 ( BC ) = 1.800 ( sf ) = 0.200 Vl = BC = 1.800 1 x Vl Vb = --------------1+ sf = 1.500 Ton = Vb x 1.25 = 1.875 ( bf ) = 0.950 ( CF ) ( ma ) = 0.950 ( te ) = 0.950 ( os ) = 0.900 = ma x te x os = 0.812 VC ( JP ) = ---------------------------BC ( ton ) x bf x CF = 13.823 = 14.000 ( CT ) = 22.000 JP x CT ( wm ) = -----------------------------60.000 = 5.069 = 45.000 = 0.750 Jarak Tambang - Stockpile ( wam ) = -------------------------------Kecepatan mobil muatan = 6.667 ( wd ) = 1.500 = 55.000 = 0.917 Jarak Stockpile - Tambang ( wak ) = -------------------------------Kecepatan mobil kosong = 5.455 ( wtm ) = 1.000 = wm + wam + wd + wak + wtm = 19.690 Cycle Time 1 Rit / 1 unit = ----------------------------------Waktu Muat ( wm ) = 3.885 = 4.000 60.000 = --------------------------------Cycle Time 1 Rit / 1 unit = 3.047 = Jlh Unit x Jml Rit / jam / 1 unit = 11.838 = VC x Jumlah Rit / jam = 60.945 = 236.752 = 46.881

Matrik Plan Batubara Jarak Tambang - Stockpile 5

Km Lcm s

Batubara

a b c. d.

e.

Bucket Capacity Bucket Faktor Cycle Time Corection Factor Machine Availability Time Efficiency Operator Skill Eff. Kerja

( BC ) ( bf ) ( CT ) ( CF ) ( ma ) ( te ) ( os )

Swelling Factor

( sf )

Kapasitas Produksi Lcm / Jam

Bcm / Jam Ton / Jam MT Lcm Batubara

a. b. c.

Vessel Capacity Bucket Capacity Swelling faktor

( VC ) ( BC ) ( sf )

Lcm

Bcm Ton d. e.

Bucket Faktor Corection Faktor Machine Availability Time Efficiency Operator Skill Eff. Kerja

Jumlah Pengisian Bucket Bucket s

f.

Cycle Time Exsavator Waktu muat

menit Km / Jam Km / menit

g.

menit menit

Waktu Dumping + atur posisi h. Kecepatan mobil kosong

( wm )

= = = =

( wam )

( wd )

( wtm )

= = = = = = = = = = = = =

Dalam 1 jam / 1 Unit menit Rit / jam / 1 unit Total Ritase Produktivitas 1 unit Ton/Jam/1unit Ton / jam Bcm / Jam

( CT )

Waktu tunggu muatan Cycle Time 1 Rit / 1 unit

Keserasian Unit

= = = = =

= = =

( wak )

menit unit unit menit

0.950 0.950 0.900 ma x te x os 0.812 0.200 BC x bf x 3600 x CF = ----------------------------CT Vl = 333.347 1 x Vl Vb = --------------1 + sf = 277.790 Ton = Vb x 1.25 = 347.237 Dump Truck = 20.000 = 2.640 = 0.200 Vl = BC = 2.640 1 x Vl Vb = --------------1+ sf = 2.200 Ton = Vb x 1.25 = 2.750 = 0.950

=

Waktu angkut kosong

menit menit

= = = = = =

( JP )

Kecepatan mobil muatan

Waktu angkut muatan menit menit Km / jam Km / menit

( bf ) ( CF ) ( ma ) ( te ) ( os )

Exsavator PC - 400 = 2.640 = 0.950 = 22.000

= = = = = = = =

Km Lcm s

Batubara

Lcm / Jam

Bcm / Jam Ton / Jam MT Lcm Batubara Lcm

Bcm Ton

0.950 0.950 0.900 ma x te x os 0.812 VC ---------------------------BC ( ton ) x bf x CF 9.425 9.000 22.000 JP x CT -----------------------------60.000 3.456 45.000 0.750 Jarak Tambang - Stockpile -------------------------------Kecepatan mobil muatan 6.667 1.500 55.000 0.917 Jarak Stockpile - Tambang -------------------------------Kecepatan mobil kosong 5.455 1.000 wm + wam + wd + wak + wtm 18.077 Cycle Time 1 Rit / 1 unit ----------------------------------Waktu Muat ( wm ) 5.231 5.000 60.000 --------------------------------Cycle Time 1 Rit / 1 unit 3.319 Jlh Unit x Jml Rit / jam / 1 unit 17.362 VC x Jumlah Rit / jam 66.382 347.237 51.063

Bucket Bucket s

menit Km / Jam Km / menit

menit menit Km / jam Km / menit

menit menit menit menit menit unit unit menit menit Rit / jam / 1 unit

Ton/Jam/1 unit Ton / jam Bcm / Jam

Matrik Plan Batubara

Matrik Plan Batubara

Matrik Plan Batubara

Jarak Tambang - Disposal

Jarak Tambang - Disposal

Jarak Tambang - Disposal

0.3

Km

0.3

Exsavator PC - 200 a

Bucket Capacity

( BC )

=

0.950

b

Bucket Faktor

( bf )

=

0.900

c.

Cycle Time

( CT )

=

22.000

d. Corection Factor

Km

0.3

Exsavator PC - 300 Lcm s

( CF )

Km

Exsavator PC - 400

a

Bucket Capacity

( BC )

=

1.800

b

Bucket Faktor

( bf )

=

0.900

c. Cycle Time

( CT )

=

22.000

d. Corection Factor

( CF )

Lcm s

a

Bucket Capacity

( BC )

=

2.640

b

Bucket Faktor

( bf )

=

0.900

c.

Cycle Time

( CT )

=

22.000

d.

Corection Factor

( CF )

Machine Availability

( ma )

=

0.950

Machine Availability

( ma )

=

0.950

Machine Availability

( ma )

=

0.950

Time Efficiency

( te )

=

0.950

Time Efficiency

( te )

=

0.950

Time Efficiency

( te )

=

0.950

Operator Skill

( os )

=

0.900

Operator Skill

( os )

=

0.900

Operator Skill

( os )

=

Eff. Kerja e. Swelling Factor

= ( sf )

ma x te x os

Eff. Kerja

=

0.812

=

0.350

Lempung

e. Swelling Factor

= ( sf )

ma x te x os

=

0.812

=

0.350

BC x bf x 3600 x CF Kapasitas Produksi

=

Eff. Kerja

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

=

113.641

Kapasitas Produksi

=

=

Lcm / Jam

Vl

=

215.320

=

Vb

0.812

=

0.350

=

Bcm / Jam

Kapasitas Produksi

=

----------------------------CT

Lcm / Jam

Vl

=

315.803

Vb x 1.25

Ton

Vb

=

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

105.223

Ton / Jam

Bcm / Jam

=

Vb x 1.25

=

Dump Truck

1 + sf

159.496

=

Lcm / Jam

1 x Vl

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

=

Lempung

BC x bf x 3600 x CF

1 + sf

84.179

=

( sf )

1 x Vl

1 + sf Ton

Swelling Factor

CT

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

=

e.

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

1 x Vl Vb

0.900

= Lempung

s

ma x te x os

BC x bf x 3600 x CF

CT Vl

=

Lcm

Ton

199.370

Ton / Jam

233.928

= =

Dump Truck

Bcm / Jam

Vb x 1.25 292.410

Ton / Jam

Dump Truck

a. Vessel Capacity

( VC )

=

5.250

Lcm

a. Vessel Capacity

( VC )

=

5.250

Lcm

a.

Vessel Capacity

( VC )

=

5.250

Lcm

b. Bucket Capacity

( BC )

=

0.950

Lcm

b. Bucket Capacity

( BC )

=

1.800

Lcm

b.

Bucket Capacity

( BC )

=

2.640

Lcm

c.

( sf )

=

0.350

Lempung

c. Swelling faktor

( sf )

=

0.350

Lempung

c.

Swelling faktor

( sf )

=

0.350

Lempung

2.640

Lcm

Swelling faktor

Vl

= =

BC

Vl 0.950

Lcm

= =

1 x Vl Vb

=

Vb

=

1+ sf Ton d. Bucket Faktor

( bf )

e. Corection Faktor

( CF )

0.704

=

Vb x 1.25

=

0.880

Vl 1.800

=

1 x Vl

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

Vb

=

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

=

1.956

=

Vb x 1.25

=

2.444

1+ sf Bcm Ton Ton

=

0.900

d. Bucket Faktor

( bf )

e. Corection Faktor

( CF )

=

1.333

=

Vb x 1.25

=

1.667

BC

1+ sf Bcm Ton Ton

=

0.900

d.

Bucket Faktor

( bf )

e.

=

0.900

Corection Faktor

( CF )

Machine Availability

( ma )

=

0.950

Machine Availability

( ma )

=

0.950

Machine Availability

( ma )

=

0.950

Time Efficiency

( te )

=

0.950

Time Efficiency

( te )

=

0.950

Time Efficiency

( te )

=

0.950

Operator Skill

( os )

=

0.900

Operator Skill

( os )

=

0.900

Operator Skill

( os )

=

Eff. Kerja

= =

ma x te x os

Eff. Kerja

=

0.812

=

ma x te x os

Eff. Kerja

Jumlah Pengisian

( JP )

=

( CT )

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

Jumlah Pengisian

( JP )

=

( wm )

( wam )

( wd )

h. Kecepatan mobil kosong

( wak )

Cycle Time 1 Rit / 1 unit

( wtm )

2.720

Bucket

8.000

Bucket

=

4.000

Bucket

=

3.000

Bucket

=

22.000

=

22.000

=

22.000

=

s

f.

Cycle Time Exsavator

( CT )

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

Waktu muat

=

15.000

Km / Jam

=

0.250

Km / menit

( wm )

menit

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

g. Kecepatan mobil muatan

Waktu angkut muatan

1.200

menit

1.500

menit

=

30.000

=

0.500

Km / jam

( wam )

Waktu Dumping + atur posisi

( wd )

h. Kecepatan mobil kosong

Km / menit

=

Waktu angkut kosong

Waktu muat

( wm )

=

-----------------------------60.000

1.463

menit

=

15.000

Km / Jam

=

0.250

Km / menit

g.

Kecepatan mobil muatan

=

0.997

=

15.000

Km / Jam

=

0.250

( wak )

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

Waktu angkut muatan

Km / menit

( wam )

=

0.600

menit

=

1.000

menit

wm + wam + wd + wak + wtm

Waktu tunggu muatan Cycle Time 1 Rit / 1 unit

menit

( wtm )

1.200

menit

=

1.500

menit

=

30.000

=

0.500

Km / jam

Waktu Dumping + atur posisi h.

( wd )

Kecepatan mobil kosong

Km / menit

=

1.200

menit

=

1.500

menit

=

30.000

=

0.500

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

Waktu angkut kosong

0.600

menit

1.000

menit

=

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

wm + wam + wd + wak + wtm 5.763 Cycle Time 1 Rit / 1 unit

Keserasian Unit

=

Waktu tunggu muatan Cycle Time 1 Rit / 1 unit

menit

( wak )

=

( wtm )

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

=

0.600

menit

=

1.000

menit

= =

menit

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

wm + wam + wd + wak + wtm 5.297

menit

Cycle Time 1 Rit / 1 unit Keserasian Unit

=

Waktu Muat ( wm )

menit

Waktu Muat ( wm )

menit

2.551

unit

=

3.939

unit

=

5.311

unit

=

3.000

unit

=

4.000

unit

=

6.000

--------------------------------Cycle Time 1 Rit / 1 unit

=

menit

8.484

Dalam 1 jam / 1 Unit

21.646

=

VC x Jumlah Rit / jam

=

44.543

= =

=

menit = Total Ritase

= =

Produktivitas 1 unit

=

menit

--------------------------------Cycle Time 1 Rit / 1 unit

Rit / jam / 1 unit

Jlh Unit x Jml Rit / jam / 1 unit

=

60.000

menit

menit

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

=

=

Waktu Muat ( wm )

Km / menit

Kecepatan mobil kosong

=

menit

Km / jam

Jarak Stockpile - Tambang

= =

-------------------------------Kecepatan mobil muatan

=

=

menit

Jarak Tambang - Stockpile

Kecepatan mobil kosong

=

=

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

=

=

s JP x CT

Jarak Stockpile - Tambang

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

7.072

( CT )

Kecepatan mobil muatan

=

=

Cycle Time Exsavator

Jarak Tambang - Stockpile

=

=

f.

60.000

2.772

=

s

JP x CT

=

=

Produktivitas 1 unit

BC ( Lcm ) x bf x CF

=

60.000

Total Ritase

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

=

Cycle Time 1 Rit / 1 unit

Dalam 1 jam / 1 Unit

=

Bucket

= Keserasian Unit

( JP )

3.990

Kecepatan mobil kosong Waktu tunggu muatan

Jumlah Pengisian

BC ( Lcm ) x bf x CF

Jarak Stockpile - Tambang Waktu angkut kosong

VC

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

=

Kecepatan mobil muatan Waktu Dumping + atur posisi

0.812

Bucket

Jarak Tambang - Stockpile Waktu angkut muatan

0.900

7.560

60.000 g. Kecepatan mobil muatan

Ton

=

JP x CT Waktu muat

=

Bcm

ma x te x os

VC

BC ( Lcm ) x bf x CF

Cycle Time Exsavator

=

0.812

VC

f.

Lcm

=

1 x Vl

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

=

BC

10.411

Dalam 1 jam / 1 Unit

=

menit = Total Ritase

41.013

= =

VC x Jumlah Rit / jam

Produktivitas 1 unit

menit

--------------------------------Cycle Time 1 Rit / 1 unit

Rit / jam / 1 unit

Jlh Unit x Jml Rit / jam / 1 unit

unit 60.000

11.326

menit Rit / jam / 1 unit

Jlh Unit x Jml Rit / jam / 1 unit 60.153

=

VC x Jumlah Rit / jam

Lcm/Jam/1unit

=

59.462

Lcm/Jam/1 unit

=

54.660

113.641

Lcm / jam

=

215.320

Lcm / jam

=

315.803

Lcm/Jam/1unit Lcm / jam

32.995

Bcm / Jam

=

40.489

Bcm / Jam

=

44.046

Bcm / Jam

PREMI OPERATOR ALAT BERAT / JAM PREMI DRIVER / JAM OVERTIME

NO

1 2 3

UNIT

PC 400 PC 400 PC 300

IDR 12,000.000 IDR 9,500.000 IDR 0.006

CODE

EX - 001 EX - 002 EX - 003 Sub Total

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO

D 155 A D 155 A D 85 E SS

DT - 001 DT - 002 DT - 003 DT - 004 DT - 005 DT - 006 DT - 007 DT - 008 DT - 009 DT - 010 DT - 011 DT - 012 DT - 013 DT - 014 DT - 015 DT - 016 DT - 017 DT - 018 DT - 019 DT - 020 DT - 021 DT - 022 DT - 023 DT - 024 DT - 025

D - 001 D - 002 D - 003

PC 200

EX - 004

DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO

D 85 E SS PC 200 PC 200 PC 200 Motor Greder 705 A

DT - 027 DT - 028 DT - 029 DT - 030 DT - 031

Water Pump 6' inlet Water Pump 6' inlet Water Pump 6' inlet Water Pump 3' inlet Fuel Truck 5000 lt Fuel Truck 5000 lt Water Truck 5000 lt Water Truck 5000 lt Lighting Tower Lighting Tower Lighting Tower Lighting Tower Lighting Tower Lighting Tower Genset 100 KW Genset 100 KW Genset 50 KW Genset 50 KW Genset 10 KW Bus Karyawan Bus Karyawan Bus Karyawan Total Station Total Station Tangki Solar 20 ton Tangki Solar 10 ton Tangki Solar 10 ton Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4

-

0.000 0.000 168.162

THP

IDR IDR IDR 2,017,942.500

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2

driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver driver

HAULING OB hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000

operator operator operator

DOZING & RIPPING hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000

operator

LOADING COAL hire IDR 1,250,000.000

driver driver driver driver driver

HAULING COAL hire IDR 1,100,000.000 hire IDR 1,100,000.000 hire IDR 1,100,000.000 hire IDR 1,100,000.000 hire IDR 1,100,000.000

operator operator operator operator operator

UNIT GENERAL hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

-

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 166.392 166.392 164.622 164.622

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

1,580,721.625 1,580,721.625 1,563,905.438 1,563,905.438

0 0 2

IDR IDR IDR

-

0.000 0.000 161.081

IDR IDR IDR 1,932,976.500

2

IDR

-

28.322

IDR

339,864.000

2 2 2 0 0

IDR IDR IDR IDR IDR

-

24.782 24.782 23.012 0.000 0.000

IDR IDR IDR IDR IDR

235,426.625 235,426.625 218,610.438 -

6 D - 004 EX - 005 EX - 006 EX - 007 GD - 01

Sub Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

IDR IDR IDR

PREMI

2

Sub Total 1 2 3 4 5

operator operator operator

REMUNERATION HM UNIT

OT

2

Sub Total 1 2 3 4 5

0 0 2

STATUS BASIC LOADING OB hire IDR 1,250,000.000 hire IDR 1,250,000.000 hire IDR 1,250,000.000

8

Sub Total 1

EMPLOYEE SKILL

2

Sub Total 1 2 3

NUMBERS

2 2 0 0 2

IDR IDR IDR IDR IDR

-

17.701 130.989 0.000 0.000 150.461

IDR 212,415.000 IDR 1,571,871.000 IDR IDR IDR 1,805,527.500

6 Pump - 001 Pump - 002 Pump - 003 Pump - 004 FT - 001 FT - 002 WT - 001 WT - 002 LT - 001 LT - 002 LT - 003 LT - 004 LT - 005 LT - 006 G - 001 G - 002 G - 003 G - 004 G - 005 BK - 001 BK - 002 BK - 003 TS - 001 TS - 002 TSo - 001 Tso - 002 Tso - 003 LV - 001 LV - 002 LV - 003 LV - 004 LV - 005

2 0 0 2 0 0 0 0 1 1 0 0 0 0 1 0 1 0 1 1 0 0 0 0 2 0 0

Mech ass. mech ass. mech ass. mech driver driver driver driver Mech ass. mech ass. mech ass. mech ass. mech ass. mech Mech ass. mech ass. mech ass. mech ass. mech driver driver driver helper helper Fuelman Fuelman Fuelman

UNIT SUPPORTING hire IDR 2,500,000.000 hire IDR 1,600,000.000 hire IDR 1,600,000.000 hire IDR 1,600,000.000 hire IDR 1,800,000.000 hire IDR 1,800,000.000 hire IDR 1,800,000.000 hire IDR 1,800,000.000 hire IDR 2,500,000.000 hire IDR 1,600,000.000 hire IDR 1,600,000.000 hire IDR hire IDR hire IDR hire IDR 2,500,000.000 hire IDR 1,600,000.000 hire IDR 1,600,000.000 hire IDR hire IDR 1,600,000.000 hire IDR 1,800,000.000 hire IDR 1,800,000.000 hire IDR 1,800,000.000 hire IDR 1,500,000.000 hire IDR 1,500,000.000 hire IDR 2,000,000.000 hire IDR 2,000,000.000 hire IDR hire hire hire hire hire

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

-

230.116 0.000 0.000 230.116 0.000 0.000 0.000 0.000 194.714 194.714 0.000 0.000 0.000 0.000 177.013 0.000 177.013 0.000 177.013 -

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

-

IDR IDR IDR

6,535,885.000

IDR

6,535,885.000

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

5,661,443.250 5,661,443.250 5,627,810.875 5,627,810.875

IDR

22,578,508.250

IDR IDR IDR

6,365,953.000

IDR

6,365,953.000

IDR

3,179,728.000

IDR

3,179,728.000

IDR IDR IDR IDR IDR

2,670,853.250 2,670,853.250 2,637,220.875 -

IDR

7,978,927.375

IDR IDR IDR IDR IDR

2,924,830.000 5,643,742.000 6,111,055.000

IDR

14,679,627.000

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

5,000,000.000 3,200,000.000 2,500,000.000 1,600,000.000 2,500,000.000 1,600,000.000 1,600,000.000 1,800,000.000 4,000,000.000 -

Sub Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Project Manager HRD Superintendent Prod Superintendent Prod Supervisor Prod Foreman Prod Admin Mine Plan Senior Geologist Geologist Senior Surveyor Surveyor Helper Surveyor Quality Controll Safety Officer Logistic Mainhaul Checker OB Checker Hauling Dumpman Trafic man Security Officer Sub Total Total Employee

12 PM HS SPT SPV FM ADM MP SG Geos SS Svy HSvy QC SO Log MH ChOB ChB DM TM SEO

1 1 0 2 2 2 1 0 1 0 1 0 0 3 2 4 2 2 8 4 8 44 82

MIDDLE UP STAFF & LOCAL Pms hire IDR 12,000,000.000 Pms hire IDR 8,500,000.000 Pms hire IDR 8,000,000.000 Pms hire IDR 5,500,000.000 Pms hire IDR 3,000,000.000 Pms hire IDR 2,750,000.000 Pms hire IDR 7,500,000.000 Pms hire IDR 7,000,000.000 Pms hire IDR 4,500,000.000 Pms hire IDR 5,500,000.000 Pms hire IDR 4,250,000.000 Local hire IDR 1,500,000.000 Pms hire IDR 6,500,000.000 Pms hire IDR 3,500,000.000 Pms / Local hire IDR 3,750,000.000 Local hire IDR 2,750,000.000 Local hire IDR 1,500,000.000 Local hire IDR 1,500,000.000 Local hire IDR 1,500,000.000 Local hire IDR 1,500,000.000 Local hire IDR 1,750,000.000

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

-

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

-

IDR

23,800,000.000

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

12,000,000.000 8,500,000.000 11,000,000.000 6,000,000.000 5,500,000.000 7,500,000.000 4,500,000.000 4,250,000.000 10,500,000.000 7,500,000.000 11,000,000.000 3,000,000.000 3,000,000.000 12,000,000.000 6,000,000.000 14,000,000.000

IDR IDR

126,250,000.000 211,368,628.625

BIAYA INVESTASI GBE JOB SITE - PPU COAL

7000.000

Ton

OB

53846.154

Bcm

SR

1

$

1.000

NO

KETERANGAN

1 2 3 4 5 6 7 8 9 10

Penjualan Batubara Biaya Operational Tambang Biaya Haul Road Biaya Operational Stockpile Biaya Pembebasan Lahan Biaya Perijinan Tax 10 % Fee Royalti Comonity Development Mine Management Service

11

Overhead Cost

KEUNTUNGAN

55.000

$ $ $ $ $ $ $ $

0.750 2.500 1.500 0.250 5.500 8.000 0.500 -

9,500.000

BIAYA

ESTIMATED ( per Ton ) $

10

Rp

PEMASUKAN $

5.000%

$

$ 385,000.000

Rp

PENGELUARAN

Rp 3,657,500,000.000

$

Rp

$ $ $ $ $ $ $ $ $

170,044.723 5,250.000 17,500.000 10,500.000 1,750.000 38,500.000 56,000.000 3,500.000 -

Rp Rp Rp Rp Rp Rp Rp Rp Rp

1,615,424,866.125 49,875,000.000 166,250,000.000 99,750,000.000 16,625,000.000 365,750,000.000 532,000,000.000 33,250,000.000 -

Total Biaya $ $

303,044.723 15,152.236

Rp Rp

2,878,924,866.125 143,946,243.306

Total Pengeluaran $

318,196.959

Rp

3,022,871,109.431

66,803.041

Rp

634,628,890.569

COST OPERASIONAL PRUDUKSI GBE JOB - SITE PPU TARGET PRODUKSI OB TARGET PRODUKSI COAL SR

NO

1 2 3

UNIT

PC 400 PC 400 PC 300

53846.1538 Bcm 7000 MT 1 10

KODE

EX - 001 EX - 002 EX - 003

Jam kerja

Prod'ty Bcm/jam

Produksi Bcm

Lt / jam 0 0 32

0.000 0.000 336.324

233.928 233.928 159.496

0 0 53642.4151

336.324

627.352

53642.415

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 332.784 332.784 329.243 329.243

44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 44.046 40.489 40.489 40.489 40.489 40.489 40.489 40.489

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13473.940 13473.940 13330.600 13330.600

1324.054

1076.253

53609.0797

0.000 0.000 322.163

259.259 259.259 166.667

0 0 53693.7917

322.163

685.185

53693.792

56.644

124.953

7077.81866

56.644

124.953

7077.81866

49.564 49.564 46.023 0.000 0.000

49.536 49.536 49.536 49.536 49.536

2455.173 2455.173 2279.804 0.000 0.000

145.150

247.680

7190.15009

BAHAN BAKAR SOLAR Harga / lt Loading OB IDR 7,200.00 IDR IDR 7,200.00 IDR IDR 7,200.00 IDR

SEWA ALAT Biaya

Harga / Jam

77,488,992.000

IDR IDR IDR

77,488,992.000

IDR

31,148,535.600 31,148,535.600 30,817,168.200 30,817,168.200

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

123,931,407.600

IDR

69,587,154.000

IDR IDR IDR

IDR Loading Coal 7,200.00 IDR

69,587,154.000

IDR

8,972,409.600

IDR

IDR Hauling Coal 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR

8,972,409.600

IDR

4,639,143.600 4,639,143.600 4,307,776.200 -

IDR IDR IDR IDR IDR

IDR Unit General 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR

13,586,063.400

IDR

7,646,940.000 41,497,394.400 49,832,559.000

IDR IDR IDR IDR IDR

IDR Unit Supporting 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR

98,976,893.400

IDR

16,568,370.000 8,284,185.000 7,009,695.000 7,009,695.000 7,646,940.000 5,097,960.000 3,823,470.000 4,320,000.000 -

IDR IDR IDR IDR

475,000.00 475,000.00 380,000.00

BIAYA PRODUKSI

Biaya IDR IDR IDR

127,803,025.000

IDR IDR IDR

205,292,017.000

127,803,025.00

IDR

205,292,017.000

59,901,030.000 59,901,030.000 59,263,785.000 59,263,785.000

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

91,049,565.600 91,049,565.600 90,080,953.200 90,080,953.200

238,329,630.00

IDR

362,261,037.600

120,811,031.250

IDR IDR IDR

190,398,185.250

120,811,031.25

IDR

190,398,185.250

14,727,440.000

IDR

23,699,849.600

14,727,440.00

IDR

23,699,849.600

8,921,430.000 8,921,430.000 8,284,185.000 -

IDR IDR IDR IDR IDR

13,560,573.600 13,560,573.600 12,591,961.200 -

26,127,045.00

IDR

39,713,108.400

14,161,000.000 72,044,087.500 90,276,375.000

IDR IDR IDR IDR IDR

21,807,940.000 113,541,481.900 140,108,934.000

176,481,462.50

IDR

275,458,355.900

17,258,718.750 9,204,650.000 7,500,000.000 7,500,000.000 7,500,000.000 5,000,000.000 2,500,000.000 15,000,000.000 8,000,000.000 12,500,000.000 12,500,000.000 -

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

33,827,088.750 17,488,835.000 14,509,695.000 14,509,695.000 15,146,940.000 10,097,960.000 6,323,470.000 19,320,000.000 8,000,000.000 15,380,000.000 15,380,000.000 -

104,463,368.750

IDR

169,983,683.750

KETERANGAN

OB OB OB

32.000 Sub Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO DT NISSAN CWB 520 / HINO

DT - 001 DT - 002 DT - 003 DT - 004 DT - 005 DT - 006 DT - 007 DT - 008 DT - 009 DT - 010 DT - 011 DT - 012 DT - 013 DT - 014 DT - 015 DT - 016 DT - 017 DT - 018 DT - 019 DT - 020 DT - 021 DT - 022 DT - 023 DT - 024 DT - 025

10762.360 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 13 13

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

IDR Hauling OB 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR 7,200.00 IDR

180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00 180,000.00

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB Loading OB

13 Sub Total 1 2 3

D 155 A D 155 A D 85 E SS

D - 001 D - 002 D - 003

17212.696

IDR Dozing & Ripping IDR 7,200.00 IDR IDR 7,200.00 IDR IDR 7,200.00 IDR

0 0 30

650,000.00 650,000.00 375,000.00

IDR IDR IDR

Dozing Dozing Dozing

10.000 Sub Total 1

PC 200

EX - 004 Sub Total

1 2 3 4 5

DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO

DT - 027 DT - 028 DT - 029 DT - 030 DT - 031

3221.628 22

IDR 1246.168

13 13 13 0 0

IDR IDR IDR IDR IDR

260,000.00

180,000.00 180,000.00 180,000.00 180,000.00 180,000.00

IDR

IDR IDR IDR IDR IDR

Coal

Loading Coal Loading Coal Loading Coal Loading Coal Loading Coal

13 Sub Total 1 2 3 4 5

D 85 E SS PC 200 PC 200 PC 200 Motor Greder 705 A

D - 004 EX - 005 EX - 006 EX - 007 GD - 01

35.403 261.979 0.000 0.000 300.921

1886.953 30 22 0 0 23

IDR IDR IDR IDR IDR

400,000.00 275,000.00 275,000.00 275,000.00 300,000.00

IDR IDR IDR IDR IDR

General General General General General

25 Sub Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

Water Pump 6' inlet Water Pump 6' inlet Water Pump 6' inlet Water Pump 3' inlet Fuel Truck 5000 lt Fuel Truck 5000 lt Water Truck 5000 lt Water Truck 5000 lt Lighting Tower Lighting Tower Lighting Tower Lighting Tower Lighting Tower Lighting Tower Genset 100 KW Genset 100 KW Genset 50 KW Genset 50 KW Genset 10 KW Bus Karyawan Bus Karyawan Bus Karyawan Total Station Total Station Tangki Solar 20 ton Tangki Solar 10 ton Tangki Solar 10 ton Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4

598.302 Pump - 001 Pump - 002 Pump - 003 Pump - 004 FT - 001 FT - 002 WT - 001 WT - 002 LT - 001 LT - 002 LT - 003 LT - 004 LT - 005 LT - 006 G - 001 G - 002 G - 003 G - 004 G - 005 BK - 001 BK - 002 BK - 003 TS - 001 TS - 002 TSo - 001 Tso - 002 Tso - 003 LV - 001 LV - 002 LV - 003 LV - 004 LV - 005

14957.556

230.116 0.000 0.000 230.116 0.000 0.000 0.000 0.000 194.714 194.714 0.000 0.000 0.000 0.000 177.013 0.000 177.013 0.000 177.013

10 0 0 5 0 0 0 0 5 5 0 0 0 0 6 0 4 0 3 600 0 0

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

400 400 0 0 0

IDR IDR IDR IDR IDR

7,200.00 7,200.00 7,200.00 7,200.00 7,200.00

IDR IDR IDR IDR IDR

2,880,000.000 2,880,000.000 -

IDR

65,520,315.000

75,000.00 75,000.00 75,000.00 40,000.00

IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR IDR

PIT PIT PIT PIT Fuel Fuel Water Water Lighting Lighting Lighting Lighting Lighting Lighting Genset Genset Genset Genset Genset Transport Transport Transport Survey Survey Fuel Fuel Fuel Transport Transport Transport Transport Transport

5.43 Sub Total

Activity a. b. c. d. e. f. g. h. i. j. k.

Loading OB Hauling OB Dozing & Ripping Loading Coal Hauling Coal Unit General Unit Supporting Salary Meal Office Over Head Cost

l.

APD

1380.698

8895.215

Resume Total Biaya Operasional Solar Biaya Produksi lt / bcm lt / ton 0.201 IDR 205,292,017.000 0.321 IDR 362,261,037.600 0.060 IDR 190,398,185.250 0.176 IDR 23,699,849.600 0.262 IDR 39,713,108.400 0.279 IDR 275,458,355.900 0.166 IDR 169,983,683.750 IDR 211,368,628.625 IDR 92,250,000.000 IDR 15,000,000.000 IDR 20,000,000.000 IDR 1.026

Grand Total

10,000,000.000

Biaya Operasional Unit / Bcm Unit / Ton 3827.046 6757.457 3546.000 3348.468 5523.266 5135.085 3168.830 3940.326 1719.721 279.629 372.839

IDR

SAMARINDA, 8 April 2010

186.420

0.439 IDR 1,615,424,866.125 IDR 28,933.354 Double Rit USD 3.05 Single rit to Contractor with no coal hauling Single rit to Contractor with coal hauling

IDR USD IDR IDR

8,871.734 0.93 23.69 24.29

DWI NUGROHO ST

PERENCANAAN ALAT BERAT UNTUK 53.800 Bcm OVER BURDENT 1

PERIODE PRODUKSI ( HARI KERJA )

:

30

Hari

Total

=

21.000

2

TARGET OVERBURDENT ( OB )

:

53846.1538

Bcm / bln

SR

=

1

3

TARGET COAL

:

7000

MT / bln

Jam kerja

=

20

jam / hari

4

JUMLAH JAM KERJA

:

600

Jam / bln

Jam krj / bln

=

416.500

jam / bln

5

JARAK PIT - STOCKPILE

:

0.3

Km

6

Number of Day

:

=

30

Day

Number of Holiday

:

=

0

Day

MOHH

:

600

Hrs

7

Hari :

10

TOTAL PRODUKSI

KETERANGAN

Jumlah yang tersedia dalam satu bulan Reguler

:

21

X

20

=

420

Hrs

Friday

:

5

X

19

=

95

Hrs

Sunday

:

4

X

20

=

80

Hrs

=

595

Hrs

8

Rain & Slippery

:

=

25

% ( estimasi )

9

Efisiensi waktu

:

=

95

%

10 Effisiensi jam kerja

:

70

X

595

=

416.500

Hrs

11 Effective working day

:

70

X

30

=

21.000

Day

NO

UNIT

CODE

MA TARGET

BREAK DOWN

STANDBY

(%)

( Jam )

(%)

( Jam )

(%)

( Jam )

JARAK

PRODUKTIVITAS

PRODUKSI

(%)

UTILIZATION ( Jam )

( meter )

( Bcm / jam )

( Bcm )

UNIT LOADING 1

PC 400

EX - 001

85

354.025

10

41.650

5

20.825

0

0.000

300

233.928

0.000

OB

2

PC 400

EX - 002

85

354.025

10

41.650

5

20.825

0

0.000

300

233.928

0.000

OB

3

PC 300

EX - 003

85

354.025

10

41.650

5

20.825

95

336.324

300

159.496

53642.415

OB 53642.415

UNIT HAULING 1

DT NISSAN CWB 520 / HINO

DT - 001

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

2

DT NISSAN CWB 520 / HINO

DT - 002

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

3

DT NISSAN CWB 520 / HINO

DT - 003

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

4

DT NISSAN CWB 520 / HINO

DT - 004

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

5

DT NISSAN CWB 520 / HINO

DT - 005

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

6

DT NISSAN CWB 520 / HINO

DT - 006

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

7

DT NISSAN CWB 520 / HINO

DT - 007

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

8

DT NISSAN CWB 520 / HINO

DT - 008

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

9

DT NISSAN CWB 520 / HINO

DT - 009

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

10 DT NISSAN CWB 520 / HINO

DT - 010

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

11 DT NISSAN CWB 520 / HINO

DT - 011

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

12 DT NISSAN CWB 520 / HINO

DT - 012

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

13 DT NISSAN CWB 520 / HINO

DT - 013

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

14 DT NISSAN CWB 520 / HINO

DT - 014

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

15 DT NISSAN CWB 520 / HINO

DT - 015

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

16 DT NISSAN CWB 520 / HINO

DT - 016

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

17 DT NISSAN CWB 520 / HINO

DT - 017

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

18 DT NISSAN CWB 520 / HINO

DT - 018

85

354.025

10

35.403

5

17.701

0

0.000

300

44.046

0.000

Loading OB

19 DT NISSAN CWB 520 / HINO

DT - 019

85

354.025

10

35.403

5

17.701

0

0.000

300

40.489

0.000

Loading OB

20 DT NISSAN CWB 520 / HINO

DT - 020

85

354.025

10

35.403

5

17.701

0

0.000

300

40.489

0.000

Loading OB

21 DT NISSAN CWB 520 / HINO

DT - 021

85

354.025

10

35.403

5

17.701

0

0.000

300

40.489

0.000

Loading OB

22 DT NISSAN CWB 520 / HINO

DT - 022

85

354.025

10

35.403

5

17.701

94

332.784

300

40.489

13473.940

Loading OB

23 DT NISSAN CWB 520 / HINO

DT - 023

85

354.025

10

35.403

5

17.701

94

332.784

300

40.489

13473.940

Loading OB

24 DT NISSAN CWB 520 / HINO

DT - 024

85

354.025

10

35.403

5

17.701

93

329.243

300

40.489

13330.600

Loading OB

25 DT NISSAN CWB 520 / HINO

DT - 025

85

354.025

10

35.403

5

17.701

93

329.243

300

40.489

13330.600

Loading OB 53609.080

UNIT DOZING & RIPPING 1

D 155 A

D - 001

85

354.025

10

35.403

5

17.701

0

0.000

35

259.259

0.000

Dozing

2

D 155 A

D - 002

85

354.025

10

35.403

5

17.701

0

0.000

35

259.259

0.000

Dozing

3

D 85 E SS

D - 003

85

354.025

10

35.403

5

17.701

91

322.163

35

166.667

53693.792

Dozing 53693.792

Note :

Dibuat Oleh :

Shift Siang Jam Kerja

10

jam / hari

Jam :

07.00 -

18.00

WITA

19.00 -

6.00

WITA

Jam Istirahat

1

jam / hari

Jam :

12.00 -

13.00

WITA

0.00

1.00

WITA

PERENCANAAN ALAT BERAT UNTUK 7.000 MT BATUBARA 1 2 3 4 5 6

7

8 9 10 11

PERIODE PRODUKSI ( HARI KERJA ) TARGET OVERBURDENT ( OB ) TARGET COAL JUMLAH JAM KERJA JARAK PIT - STOCKPILE Number of Day Number of Holiday MOHH Jumlah yang tersedia dalam satu bulan Reguler Friday Sunday

: : : : : : : : : : :

21 5 4

X

Rain & Slippery Efisiensi waktu Effisiensi jam kerja Effective working day

: : : :

70 70

X

NO

1

UNIT

PC 200

CODE

EX - 004

= =

X X

X

MA TARGET (%) ( Jam ) 85

354.025

20 19 20

595 30

= = = = = = = =

BREAK DOWN (%) ( Jam ) 10

30 53846.1538 7000 600 5 30 0 600

Hari Bcm / bln MT / bln Jam / bln Km Day Day Hrs

420 95 80 595 25 95 416.500 21.000

Total SR Jam kerja Jam krj / bln

= = = =

21.000 1 20 416.500

Hari : jam / hari jam / bln

10

Hrs Hrs Hrs Hrs % ( estimasi ) % Hrs Day

41.650

STANDBY (%) ( Jam ) UNIT LOADING 5 20.825

35.403 35.403 35.403 35.403 35.403

UNIT HAULING 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701

35.403 35.403 35.403 35.403 35.403

UNIT GENERAL 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701

35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403 35.403

UNIT SUPPORTING 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701 5 17.701

UTILIZATION (%) ( Jam ) 16

56.644

JARAK ( meter )

PRODUKTIVITAS ( Ton / jam )

PRODUKSI ( Ton )

5000

124.953

7077.819

TOTAL PRODUKSI

KETERANGAN

Coal 7077.819

1 2 3 4 5

DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO DT NISSAN CWA 540 / HINO

DT - 027 DT - 028 DT - 029 DT - 030 DT - 031

85 85 85 85 85

354.025 354.025 354.025 354.025 354.025

10 10 10 10 10

14 14 13 0 0

49.564 49.564 46.023 0.000 0.000

5000 5000 5000 5000 5000

49.536 49.536 49.536 49.536 49.536

2455.173 2455.173 2279.804 0.000 0.000

Loading Coal Loading Coal Loading Coal Loading Coal Loading Coal 7190.150

1 2 3 4 5

D 85 E SS PC 200 PC 200 PC 200 Motor Greder 705 A

D - 004 EX - 005 EX - 006 EX - 007 GD - 01

85 85 85 85 85

354.025 354.025 354.025 354.025 354.025

10 10 10 10 10

10 74 0 0 85

35.403 261.979 0.000 0.000 300.921

General General General General General 0.000

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

Water Pump 6' inlet Water Pump 6' inlet Water Pump 6' inlet Water Pump 3' inlet Fuel Truck 5000 lt Fuel Truck 5000 lt Water Truck 5000 lt Water Truck 5000 lt Lighting Tower Lighting Tower Lighting Tower Lighting Tower Lighting Tower Lighting Tower Genset 100 KW Genset 100 KW Genset 50 KW Genset 50 KW Genset 10 KW Bus Karyawan Bus Karyawan Bus Karyawan Total Station Total Station Tangki Solar 20 ton Tangki Solar 10 ton Tangki Solar 10 ton Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4 Light Vehicle 4 x 4

Note : Shift Siang Jam Kerja Jam Istirahat

Pump - 001 Pump - 002 Pump - 003 Pump - 004 FT - 001 FT - 002 WT - 001 WT - 002 LT - 001 LT - 002 LT - 003 LT - 004 LT - 005 LT - 006 G - 001 G - 002 G - 003 G - 004 G - 005 BK - 001 BK - 002 BK - 003 TS - 001 TS - 002 TSo - 001 Tso - 002 Tso - 003 LV - 001 LV - 002 LV - 003 LV - 004 LV - 005

85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85 85

354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025 354.025

10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

65 0 0 65 0 0 0 0 55 55 0 0 0 0 50 0 50 0 50

230.116 0.000 0.000 230.116 0.000 0.000 0.000 0.000 194.714 194.714 0.000 0.000 0.000 0.000 177.013 0.000 177.013 0.000 177.013

PIT PIT PIT PIT Fuel Fuel Water Water Lighting Lighting Lighting Lighting Lighting Lighting Genset Genset Genset Genset Genset Transport Transport Transport Survey Survey Fuel Fuel Fuel Transport Transport Transport Transport Transport

Dibuat Oleh : 20 2

jam / hari jam / hari

Jam : Jam :

07.00 12.00 -

18.00 13.00

WITA WITA

19.00 0.00

6.00 1.00

WITA WITA

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