Perhitungan Alat berat

Nama Proyek : Pembangunan Gedung IGD, Bedah Sentral dan Rawat Inap Maskin Rumah Sakit Umum Haji SurabayaLokasi : Jl. Manyar Kert Pemilik Proyek : Rumah Sakit Umum Haji SurabayaKonsultan Perencana : PT. Isoplan Kontraktor Pelaksana : Adhi - Anak Negeri, JOProject Manager : Ir. Hari Mulyawan Fungsi Bangunan : Rumah Sakit Lingkup Pekerjaan : Struktur atas meliputi balok,plat, kolom dan tanggaStruktur Bangunan : Cor setempat / Convensional Luas Tanah : 4190 m2Panjang Bangunan : ±100 mLebar Bangunan : ±18 mJumlah Lantai : 6 LantaiTinggi perLantai : ±4m

Penggunaan Alat Berat : Mobile CraneConcrete PumpTruck Mixer

VOLUME PEKERJAANTabel Volume Pekerjaan Balok

LANTAI PEKERJAAN SEGMEN

2 BALOK A

3 BALOK A

4 BALOK A

5 BALOK A

6 BALOK A

Jumlah

Tabel Volume Pekerjaan TanggaLANTAI PEKERJAAN SEGMEN

1 TANGGA A

2 TANGGA ABC

3 TANGGA ABC

4 TANGGA ABC

5 TANGGA ABC

6 TANGGA ABC

Jumlah

: Pembangunan Gedung IGD, Bedah Sentral dan Rawat Inap Maskin Rumah Sakit Umum Haji Surabaya

: Struktur atas meliputi balok,plat, kolom dan tangga

Tabel Volume Pekerjaan Plat

ZONA VOLUME PEKERJAAN LANTAI

1 47.78 9,486.20 4,392.63 6,925.04 22 56.05 11,128.53 5,153.12 8,123.96 1 31.50 3,266.47 2,863.73 3,299.33 1 38.28 8,151.82 4,161.77 6,944.80 2 44.90 7,754.17 3,958.75 6,606.03

1 42.80 8,374.21 4,064.04 6,925.04 32 50.20 9,824.02 4,767.64 8,123.96 1 29.73 2,883.57 2,649.50 3,299.33 1 42.63 7,196.25 3,850.44 6,944.80 2 40.55 6,845.21 3,662.61 6,606.03

1 42.80 8,640.73 3,972.69 6,925.04 42 50.20 10,136.69 4,660.48 8,123.96 1 29.73 2,975.34 2,589.48 3,299.33 1 42.63 7,425.28 3,763.90 6,944.80 2 40.55 7,063.07 3,580.29 6,606.03

PENGECORAN (M3)

TULANGAN (KG)

BEKISTING KG)

PERANCAH (KG)

1 43.71 8,640.73 3,973.15 6,925.04 52 51.28 10,136.69 4,661.02 8,123.96 1 34.70 2,975.28 2,590.25 3,299.33 1 43.00 7,425.28 3,764.34 6,944.80 2 40.91 7,063.07 3,580.71 6,606.03

1 42.36 7,107.48 3,612.89 6,925.04 62 49.69 8,337.99 4,121.07 8,123.96 1 63.06 2,447.39 2,290.19 3,299.33 1 69.39 6,107.70 3,328.26 6,944.80 2 66.00 5,809.77 3,165.91 6,606.03

Jumlah 1,134.43 177,202.94 93,178.86 159,495.80 Jumlah

ZONA VOLUME PEKERJAAN Tabel Volume Pekerjaan Shearwall

2 3.92 235.10 237.32 242.40 LANTAI

1 5.23 313.68 386.37 363.60 1 3.92 235.10 248.76 242.40 1

2 3.62 237.28 237.32 242.40 1 4.83 316.59 386.37 363.60 1 3.62 237.28 237.32 242.40

2 3.62 237.28 237.32 242.40 1 4.83 316.59 386.37 363.60 Tabel Total Volume Pekerjaan Struktur1 3.62 237.28 237.32 242.40 NO

2 3.62 237.28 237.32 242.40 1 1 4.83 316.59 386.37 363.60 2 1 3.62 237.28 237.32 242.40 3

4 2 3.62 237.28 237.32 242.40 Jumlah1 4.83 316.59 386.37 363.60 1 3.62 237.28 237.32 242.40

2 - - ### - 1 4.83 311.88 386.37 363.60 1 3.62 233.75 248.76 242.40

Jumlah 1,204.23 181,697.05 98,130.48 164,343.80

PENGECORAN (M3)

TULANGAN (KG)

BEKISTING (KG)

PERANCAH (KG)

Tabel Volume Pekerjaan Plat

PEKERJAAN SEGMEN ZONA VOLUME PEKERJAAN

PLAT A 1 54.66 9,486.20 4,392.63 2 64.12 11,128.53 5,153.12

B 1 25.20 3,266.47 2,863.73 C 1 50.01 8,151.47 4,161.77

2 47.57 7,754.17 3,958.75

PLAT A 1 49.55 8,374.21 4,064.04 2 58.12 9,824.02 4,767.64

B 1 21.33 2,883.57 2,649.50 C 1 50.01 7,196.25 3,850.44

2 47.57 6,845.21 3,662.61

PLAT A 1 49.55 8,640.73 3,972.69 2 58.12 10,136.69 4,660.48

B 1 21.33 2,975.34 2,589.48 C 1 50.01 7,425.28 3,763.90

2 47.57 7,063.07 3,580.29

PENGECORAN (M3)

TULANGAN (KG)

BEKISTING (KG)

PLAT A 1 51.01 8,640.73 3,973.15 2 59.84 10,136.69 4,661.02

B 1 21.33 2,975.28 2,590.25 C 1 50.01 7,425.28 3,764.34

2 47.57 7,063.07 3,580.71

PLAT A 1 37.43 7,107.48 3,612.89 2 43.92 8,337.99 4,121.07

B 1 35.88 2,447.39 2,290.19 C 1 91.62 6,107.70 3,328.26

2 87.16 5,809.77 3,165.91 Jumlah 1,220.49 177,202.59 93,178.86

Tabel Volume Pekerjaan Shearwall

PEKERJAAN SEGMEN ZONA VOLUME PEKERJAAN

Shearwall A 2 48.04 763.93 4029.08

Tabel Total Volume Pekerjaan StrukturPEKERJAAN VOLUME PEKERJAAN

Balok 1,134.43 177,202.94 93,178.86 159,495.80 Plat 1,220.49 177,202.59 93,178.86 159,495.80 Tangga 1,204.23 181,697.05 98,130.48 164,343.80 Shearwall 48.04 763.93 4029.08 588.00

Jumlah 3,607.19 536,866.51 288,517.28 483,923.40

PENGECORAN (M3)

TULANGAN (KG)

BEKISTING (KG)

PENGECORAN (M3)

TULANGAN (KG)

BEKISTING (KG)

PERANCAH (KG)

VOLUME PEKERJAAN

6,925.04 8,123.96 3,299.33 6,944.80 6,606.03

PERANCAH (KG)

6,925.04 8,123.96 3,299.33 6,944.80 6,606.03

6,925.04 8,123.96 3,299.33 6,944.80 6,606.03 159,495.80

VOLUME PEKERJAAN

588.00

PERANCAH (KG)

Tabel Produksi Per Siklus Mobile CraneNO PEKERJAAN PRODUKSI

1 Pengecoran 0.52 Pengangkatan Material:

Tulangan 500Bekisting 1200Scafolding 1200Horybeam 625Pipe Support 1200

Analisa Produktivitas Alat Berat Mobile CraneKecepatan pada Waktu PergiKec. Hoisting : 83.8 m/menitKec. Slewing : 3 rpmKec. Landing : 83.8 m/menitKecepatan pada Waktu KembaliKec. Hoisting : 144.5 m/menitKec. Slewing : 3 rpmKec. Landing : 144.5 m/menit

Contoh Perhitungan Posisi Pengecoran Mobile Crane

Model mobile craneTerex RT-150 yang dilengkapi dengan concrete bucket dengankapasitas 0,8 m3,

Kesimpulan Total Waktu Produktivitas Penggunaan Mobile Crane untuk Pekerjaan Struktur

NO PEKERJAAN VOLUME1 KOLOM

a. Tulangan 15.522b. Bekisting 17.412c. Perancah 5.232d. Pengecoran 271.338

Jumlah 309.5042 BALOK

a. Tulangan 26.758b. Bekisting 14.209c. Perancah 21.689

Jumlah 62.6563 PLAT

a. Tulangan 16.939b. Bekisting 15.123c. Perancah 30.155

Jumlah 62.2174 TANGGA

Jumlah 45.2215 SHEARWALL

Jumlah 31.957TOTAL WAKTU 511.555

Tabel Produksi Per Siklus Mobile CraneSATUAN

kgkgkgkgkg

Analisa Produktivitas Alat Berat Mobile Crane

Contoh Perhitungan Produktivitas Alat Berat untuk Pekerjaan Struktur Kolom

Tabel Penetuan Posisi Pengecoran

SEGMEN LANTAI TINGGI (M) TITIK

a b c d

1 4 AS A-1AS A-2AS A-3AS A-4AS A-5AS A-6AS A-7AS A-8AS A-9

1 4 AS B-91 4 AS C-1

AS C-2AS C-3AS C-4AS C-5

Model mobile craneTerex RT-150 yang dilengkapi dengan concrete bucket dengankapasitas 0,8 m3,

Tabel Waktu Angkat Pengecoran KolomWAKTU PERGI

SEGMEN LANTAI PEKERJAAN

1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM

Tabel Waktu Kembali Pengecoran KolomWAKTU PERGI

1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM

1.00 KOLOM 1.00 KOLOM

Tabel Waktu Siklus Pengecoran Kolom WAKTU SIKLUS

1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM 1.00 KOLOM

Kesimpulan Total Waktu Produktivitas Penggunaan Mobile Crane untuk Pekerjaan Struktur

SATUAN

jamjamjamjamjam

jamjamjamjam

jamjamjam

jamjamjamjamjam

jamjamjamjamjamjam

Contoh Perhitungan Produktivitas Alat Berat untuk Pekerjaan Struktur Kolom

Tabel Penetuan Posisi Pengecoran

VOLUME (M3)KOORDINAT KOLOM POSISI MOBILE CRANE

X (cm) Y (cm) X (cm)e f g h

1.20 9900 2072.5 93001.20 9300 2072.5 93001.20 8700 2072.5 93001.20 8100 2072.5 75001.20 7500 2072.5 75001.20 6900 2072.5 75001.20 6300 2072.5 57001.20 5700 2072.5 57001.20 5100 2072.5 57001.20 5100 1722.5 57001.20 9900 1172.5 93001.20 9300 1172.5 93001.20 8700 1172.5 93001.20 8100 1172.5 75001.20 7500 1172.5 7500

WAKTU PERGITITIK/AS HOISTING

V (m/mnt) d(m) t(mnt)d e f g=f/e

AS A-1 83.80 7.00 0.084AS A-2 83.80 7.00 0.084AS A-3 83.80 7.00 0.084AS A-4 83.80 7.00 0.084AS A-5 83.80 7.00 0.084AS A-6 83.80 7.00 0.084AS A-7 83.80 7.00 0.084AS A-8 83.80 7.00 0.084AS A-9 83.80 7.00 0.084AS B-9 83.80 7.00 0.084AS C-1 83.80 7.00 0.084AS C-2 83.80 7.00 0.084AS C-3 83.80 7.00 0.084AS C-4 83.80 7.00 0.084AS C-5 83.80 7.00 0.084

WAKTU PERGITITIK/AS HOISTING

V (m/mnt) d(m) t(mnt)d e f g=f/e

AS A-1 144.50 3.00 0.021AS A-2 144.50 3.00 0.021AS A-3 144.50 3.00 0.021AS A-4 144.50 3.00 0.021AS A-5 144.50 3.00 0.021AS A-6 144.50 3.00 0.021AS A-7 144.50 3.00 0.021AS A-8 144.50 3.00 0.021AS A-9 144.50 3.00 0.021AS B-9 144.50 3.00 0.021AS C-1 144.50 3.00 0.021AS C-2 144.50 3.00 0.021AS C-3 144.50 3.00 0.021

AS C-4 144.50 3.00 0.021AS C-5 144.50 3.00 0.021

WAKTU SIKLUS

TITIK/AS WAKTU MUAT (mnt)

d e f g=f/eAS A-1 5.00 0.147 0.097AS A-2 5.00 0.203 0.153AS A-3 5.00 0.147 0.097AS A-4 5.00 0.147 0.097AS A-5 5.00 0.203 0.153AS A-6 5.00 0.147 0.097AS A-7 5.00 0.147 0.097AS A-8 5.00 0.203 0.153AS A-9 5.00 0.147 0.097AS B-9 5.00 0.165 0.115AS C-1 5.00 0.179 0.129AS C-2 5.00 0.203 0.153AS C-3 5.00 0.179 0.129AS C-4 5.00 0.179 0.129AS C-5 5.00 0.203 0.153

WAKTU ANGKAT (mnt)

WAKTU KEMBALI

Tabel Penetuan Posisi Pengecoran POSISI MOBILE CRANE POSISI TRUCK MIXER JARAK MC KE KOLOM

Y (cm) X (cm) Y (cm) Di j k m=((f-h)^2+(g-i)^2)^0.5

2422.5 9900 2422.5 694.622422.5 9900 2422.5 350.002422.5 9900 2422.5 694.622422.5 8100 2422.5 694.622422.5 8100 2422.5 350.002422.5 8100 2422.5 694.622422.5 6300 2422.5 694.622422.5 6300 2422.5 350.002422.5 6300 2422.5 694.622422.5 6300 2422.5 921.952422.5 9900 2422.5 1386.542422.5 9900 2422.5 1250.002422.5 9900 2422.5 1386.542422.5 8100 2422.5 1386.542422.5 8100 2422.5 1250.00

WAKTU PERGISLEWING LANDING

V (m/mnt) d(m) t(mnt) V (m/mnt)h i j=i/h k

1,080.0 30.26 0.028 83.80 1,080.0 90.00 0.083 83.80 1,080.0 30.26 0.028 83.80 1,080.0 30.26 0.028 83.80 1,080.0 90.00 0.083 83.80 1,080.0 30.26 0.028 83.80 1,080.0 30.26 0.028 83.80 1,080.0 90.00 0.083 83.80 1,080.0 30.26 0.028 83.80 1,080.0 49.40 0.046 83.80 1,080.0 64.36 0.060 83.80 1,080.0 90.00 0.083 83.80 1,080.0 64.36 0.060 83.80 1,080.0 64.36 0.060 83.80 1,080.0 90.00 0.083 83.80

WAKTU PERGISLEWING LANDING

V (m/mnt) d(m) t(mnt) V (m/mnt)h i j=i/h k

1,080.0 30.26 0.028 144.50 1,080.0 90.00 0.083 144.50 1,080.0 30.26 0.028 144.50 1,080.0 30.26 0.028 144.50 1,080.0 90.00 0.083 144.50 1,080.0 30.26 0.028 144.50 1,080.0 30.26 0.028 144.50 1,080.0 90.00 0.083 144.50 1,080.0 30.26 0.028 144.50 1,080.0 49.40 0.046 144.50 1,080.0 64.36 0.060 144.50 1,080.0 90.00 0.083 144.50 1,080.0 64.36 0.060 144.50

1,080.0 64.36 0.060 144.50 1,080.0 90.00 0.083 144.50

WAKTU SIKLUS

WAKTU TOTAL (mnt)

h n=e+f+g+h i j 7.00 12.244 1.20 0.5 7.00 12.356 1.20 0.5 7.00 12.244 1.20 0.5 7.00 12.244 1.20 0.5 7.00 12.356 1.20 0.5 7.00 12.244 1.20 0.5 7.00 12.244 1.20 0.5 7.00 12.356 1.20 0.5 7.00 12.244 1.20 0.5 7.00 12.280 1.20 0.5 7.00 12.308 1.20 0.5 7.00 12.356 1.20 0.5 7.00 12.308 1.20 0.5 7.00 12.308 1.20 0.5 7.00 12.356 1.20 0.5

18.000

WAKTU BONGKAR (mnt)

VOLUME (m3)

PRODUKSI PER SIKLUS

Tabel Penetuan Posisi Pengecoran JARAK MC KE KOLOM

SUDUT SLEWING (0)Dm=((f-h)^2+(g-i)^2)^0.5 n=tan-1((f-h)/(g-i))

cm 30.26cm 90.00cm 30.26cm 30.26cm 90.00cm 30.26cm 30.26cm 90.00cm 30.26cm 49.40cm 64.36cm 90.00cm 64.36cm 64.36cm 90.00

WAKTU PERGILANDING

d(m) t(mnt)l j=L/k j=g+j+m

3.00 0.036 0.147 3.00 0.036 0.203 3.00 0.036 0.147 3.00 0.036 0.147 3.00 0.036 0.203 3.00 0.036 0.147 3.00 0.036 0.147 3.00 0.036 0.203 3.00 0.036 0.147 3.00 0.036 0.165 3.00 0.036 0.179 3.00 0.036 0.203 3.00 0.036 0.179 3.00 0.036 0.179 3.00 0.036 0.203

WAKTU PERGILANDING

d(m) t(mnt)l j=L/k j=g+j+m

7.00 0.048 0.097 7.00 0.048 0.153 7.00 0.048 0.097 7.00 0.048 0.097 7.00 0.048 0.153 7.00 0.048 0.097 7.00 0.048 0.097 7.00 0.048 0.153 7.00 0.048 0.097 7.00 0.048 0.115 7.00 0.048 0.129 7.00 0.048 0.153 7.00 0.048 0.129

WAKTU TOTAL (mnt)

7.00 0.048 0.129 7.00 0.048 0.153

TOTAL (jam)

k=(60/n)*(0.65*j) L=k/i 1.593 0.753

No 1.578 0.760 1.593 0.753

1 1.593 0.753 1.578 0.760 1.593 0.753 1.593 0.753 1.578 0.760 1.593 0.753 1.588 0.756 1.584 0.757 1.578 0.760 1.584 0.757 1.584 0.757 1.578 0.760

11.351

PRODUSI PERJAM (Kg)

Jenis ABProduktifitas

Mobile CraneProduksi per siklus x60/ ))(�� (�� efiensi alat0,5x60/12,308 0,65=2,34 ³ � 1� /��

ProduktifitasJumlah AB

Kombinasi AB

Total Produktivitas

2,341m³/jam0,5x60/12,308 0,65=2,34 ³ � 1� /��

No Jenis AB Owning Cost Operational Cost1 Mobile Crane Rp 450,000 Rp 282,500

Total Cost Unit Price Rp 732,500 Rp 732,500

Perhitungan Biaya produksi

Dengan Asumsi:1 hari = 8 jam (tanpa Lembur)1 Bulan = 25 hari, maka 1 bulan =

Biaya jika menyewa Mobile Cranea. Data Operasional Peralatan

Mobile Crane type Terex RT 130

b. Harga Sewa Mobile CraneHarga Sewa Mobile Crane:Biaya Demobilisasi & Mobilisasi:Harga Concrete Bucket

c Biaya OperatorBiaya Operator

d Biaya Operasional PeralatanHarga Bahan BakarBiaya Bahan Bakar

NO PEKERJAAN

1 Mob. Demobilisasi2 Sewa Mobile Crane3 PPN 10%4 Operator5 Bahan Bakar6 Concrete Bucket (0.5 Ltr)

TOTAL BIAYADIBULATKAN

Biaya jika membeli Mobile Crane

a. Biaya Peralatan & Data-Data Penunjang1 Tenaga (Pw) 2 Kapasitas (Cp)3 Umur Ekonomis (A)4 Jam Kerja dalam 1 tahun (W)

Jam Kerja dalam 4 tahun (W)5 Harga alat (B)6 Tingkat suku bunga (i)7 Upah Operator (U1)8 Upah Mekanik (U2)9 Upah Supervisor (U3)

10 Bahan Bakar (Mb)11 Minyak Pelumas (Mp)12 Grease (Mg)

b. Biaya Operasional/ jam (Operational Cost)

1 Biaya Bahan Bakar (H) Bahan bakar =

2 Biaya Pelumas (I)Pelumas =

=2 Biaya Grease (K)

Pelumas = =

4 Operator (M)=5 Mekanik (N)=6 Supervisor (O)=

Jadi, Biaya Operational=

c Biaya Kepemilikan Alat (Owning Cost)

1 Nilai Sisa Alat =

2 Faktor angsuran modal =

=3 Biaya Pengembalian modal =

E =4 Asuransi (F)=

Jadi, Total Biaya Kepemilikan per jam=

d Biaya Total / JamBiaya Total / Jam= Total biaya operational/jam + Total Biaya Kepemilikan/jam

25 x 8 = 200 jam

450,000.00 per-jam 4,950,000.00 per-unit 9,500,000.00 per-unit

8,300,000.00 per 200 jam 41,500.00 per jam

6,500.00 per liter25 Ltr/jam (pengamatan lapangan)

162,500.00

VOLUME SATUAN TOTAL (Rp)

1 Unit 4,950,000.00 4,950,000.00 511.56 jam 450,000.00 230,202,000.00 511.56 jam 45,000.00 23,020,200.00 511.56 jam 41,500.00 21,229,740.00 511.56 jam 132,500.00 67,781,700.00

1 ls 9,500,000.00 9,500,000.00 TOTAL BIAYA 356,683,640.00 DIBULATKAN 356,683,600.00

HARGA SATUAN (Rp)

= 200 HP= 0.5 m3= 4 tahun= 2400 jam= 9600 jam= 3,000,000,000.00 per-unit= 20 %per-tahun= 41,500.00 per-jam= 41,500.00 per-jam= 50,000.00 per-jam= 7,500.00 per-liter= 28,000.00 per-liter= 45,000.00 per-kg

(12%-15% Ltr/HP/jam) x Pw x Mb 195,000.00 per-jam

(2.5%-3% ltr/HP/jam) x Pw x Mp 140,000.00 per-jam

(2.5%-3% ltr/HP/jam) x Pw x Mp 225,000.00 per-jam

41,500.00 41,500.00 50,000.00 (H+I+K+M+N+O) 693,000.00 per-jam

10%xB 300,000,000.00

0.38629

434,576.25 (0.002 x B)/W 2,500.00

(E+F) 437,076.25 per-jam

Biaya Total / Jam= Total biaya operational/jam + Total Biaya Kepemilikan/jam 1,130,076.25 per-jam

Analisa Biaya

KONDISI AHarga awal:BBM 7,500 per-literOli 28,000 per-literGrease 45,000 per-kgJika Harga NaikBBM 1,000.00 Rp/liter

Oli 10,000.00 Rp/literGrease 5,000.00 Rp/kg

II. HARGA STANDARUraian Kode

Tingkat Suku Bunga i

Upah Operator

Upah Mekanik

Upah Supervisor U3Bahan Bakar MbOli MsGrease MpAsuransi dan Lain - lain Ins

OPERATIONAL COSTUraian Kode

Bahan Bakar H

Grease K

Operator L

Mekanik M

Supervisor (1 Orang/Jam) x U3 N

(1 Orang/Jam) x U1

(1 Orang/Jam) x U2

1. KETIKA HARGA BBM & OLI BERUBAH

=(12%−15%)×Pw×Mb�� >1500 13% ��

=(2,5%−3%)×Pw×Mo`A 2,5%��

H + I + J + K + L + M + N P

Kesimpulan:

Tahun Owning Cost (Rupiah)

0 5,105,050,600 01 5,105,050,600 2,023,560,0002 5,105,050,600 4,047,120,0003 5,105,050,600 6,070,680,0004 5,105,050,600 8,094,240,000

KONDISI AHarga awal:Operator 41,500 per-jamMekanik 41,500 per-jamSupervisor 50,000 per-jamJika Harga NaikOperator 5,000.00 Rp/literMekanik 5,000.00 Err:522Supervisor 2,000.00 Err:522

Upah Operator

Upah Mekanik

Biaya Operasional per Jam

Operational Cost (Rupiah)

2. KETIKA UPAH OPERATOR, MEKANIK DAN SUPERVISOR BERUBAH

Bahan Bakar H

Grease K

Operator L

Mekanik M

H + I + J + K + L + M + N P

Kesimpulan:

Tahun Owning Cost (Rupiah)

0 5,105,050,600 01 5,105,050,600 2,023,560,0002 5,105,050,600 4,047,120,0003 5,105,050,600 6,070,680,0004 5,105,050,600 8,094,240,000

Data:Harga Alat: 3,000,000,000.00 per-unitSuku Bunga: 20 %Nilai Sisa: 300,000,000.00

(1 Orang/Jam) x U1

(1 Orang/Jam) x U2

Operational Cost (Rupiah)

=(12%−15%)×Pw×Mb�� >1500 13% ��

=(2,5%−3%)×Pw×Mo`A 2,5%��

3. KETIKA UMUR ALAT BERAT BERUBAH

KONDISI A

Umur AB lebih pendek Kondisi A5% 3.79

OWNING COSTUraian Kode

Nilai Sisa FTingkat Suku Bunga i

Umur tBiaya Kepemilikan (Owning Cost) Ow

Kesimpulan:

Tahun Owning Cost (Rupiah) Kondisi A (Rupiah)

0 5,105,050,600 5,265,722,1731 5,105,050,600 5,265,722,1732 5,105,050,600 5,265,722,1733 5,105,050,600 5,265,722,1734 5,105,050,600 5,265,722,173

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

6,000,000,000

Grafik 3 (jika umur AB lebih pendek)

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

4. KETIKA NILAI SISA ALAT BERAT BERUBAH

KONDISI A

Nilai Sisa Alat Berat7%

Kesimpulan:

Tahun Owning Cost (Rupiah) Kondisi A (Rupiah)

0 5,105,050,600 5,245,033,6811 5,105,050,600 5,245,033,6812 5,105,050,600 5,245,033,6813 5,105,050,600 5,245,033,6814 5,105,050,600 5,245,033,681

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

Grafik 4 (jika nilai sisa AB berubah)

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

Grafik Analisa Dari Kondisi Perubahan Diatas

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

1,000,000,000

2,000,000,000

3,000,000,000

4,000,000,000

5,000,000,000

6,000,000,000

7,000,000,000

8,000,000,000

9,000,000,000

10,000,000,000

Grafik Simultan Skenario Ketika Kondisi A (Alat Berat Mobile Crane)

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Umur AB Lebih Pendek

Nilai Sisa AB Berubah

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Grafik Simultan Skenario Ketika Kondisi B (Alat Berat Mobile Crane)

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Grafik Simultan Skenario Ketika Kondisi C (Alat Berat Mobile Crane)

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

II. HARGA STANDARHarga Satuan

20 %/Tahun

41,500 Err:522

50,000 Err:5228,500 Err:522

38,000 Err:52250,000 Err:522

0.20 Err:522

OPERATIONAL COSTHarga Satuan

221,000 Rupiah

190,000 Rupiah

250,000 Rupiah

41,500 Rupiah

50,000 Rupiah

1. KETIKA HARGA BBM & OLI BERUBAH

794,000 Rupiah

Kondisi A (Rupiah) Kondisi B (Rupiah) Kondisi C (Rupiah)

0 0 02,318,480,000 2,465,940,000 2,613,400,0004,636,960,000 4,931,880,000 5,226,800,0006,955,440,000 7,397,820,000 7,840,200,0009,273,920,000 9,863,760,000 10,453,600,000

20 %/Tahun

46,500 Err:522

52,000 Err:5227,500 Err:522

28,000 Err:52245,000 Err:522

0.20 %

195,000 Rupiah

140,000 Rupiah

225,000 Rupiah

46,500 Rupiah

52,000 Rupiah

705,000 Rupiah

Kondisi A (Rupiah) Kondisi B (Rupiah) Kondisi C (Rupiah)

0 0 02,058,600,000 2,076,120,000 2,172,480,0004,117,200,000 4,152,240,000 4,344,960,0006,175,800,000 6,228,360,000 6,517,440,0008,234,400,000 8,304,480,000 8,689,920,000

0 1 2 3 4 5

Grafik 2 (jika upah naik)

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Operational Cost

Time (Year)

Cost (Rupiah)

3. KETIKA UMUR ALAT BERAT BERUBAH

Kondisi ATahun

OWNING COSTHarga Satuan

300,000,000 Rupiah20 %

3.79 tahun450,832 Rp/jam

Kondisi B (Rupiah) Kondisi C (Rupiah)

5,478,607,033.65 5,718,758,178

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

6,000,000,000

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

OWNING COSTHarga Satuan

210,000,000 Rupiah20%4 tahun

449,061 Rp/jam

Kondisi B (Rupiah) Kondisi C (Rupiah)

5,357,830,104.32 5,470,626,528

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

1,000,000,000

2,000,000,000

3,000,000,000

4,000,000,000

5,000,000,000

6,000,000,000

7,000,000,000

8,000,000,000

9,000,000,000

10,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

KONDISI B

Jika Harga NaikBBM 1,500.00 Rp/liter

Oli 15,000.00 Err:522Grease 7,500.00 Err:522

II. HARGA STANDARUraian Kode Harga Satuan

Tingkat Suku Bunga i 20 %/Tahun

Upah Operator 41,500 Err:522

Upah Mekanik 41,500 Err:522

Upah Supervisor U3 50,000 Err:522Bahan Bakar Mb 9,000 Err:522Oli Ms 43,000 Err:522Grease Mp 52,500 Err:522Asuransi dan Lain - lain Ins 0.20 %

OPERATIONAL COSTUraian Kode Harga Satuan

Bahan Bakar H 234,000 Rupiah

Oli I 215,000 Rupiah

Grease K 262,500 Rupiah

Operator L 41,500 Rupiah

Mekanik M 41,500 Rupiah

Supervisor (1 Orang/Jam) x U3 N 50,000 Rupiah

(1 Orang/Jam) x U1

(1 Orang/Jam) x U2

=(12%−15%)×Pw×Mb�� >1500 13% ��

=(2,5%−3%)×Pw×Mo`A 2,5%��

H + I + J + K + L + M + N P 844,500 Rupiah

KONDISI B

Jika Harga NaikOperator 7,500.00 Rp/literMekanik 7,500.00 Err:522Supervisor 3,000.00 Err:522

II. HARGA STANDARUraian Kode Harga Satuan

Tingkat Suku Bunga i 10 %/Tahun

Upah Operator 49,000 Err:522

Upah Mekanik 49,000 Err:522

Upah Supervisor U3 53,000 Err:522Bahan Bakar Mb 7,500 Err:522Oli Ms 28,000 Err:522Grease Mp 45,000 Err:522Asuransi dan Lain - lain Ins 0.20 %

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Grafik 1 (jika BBM naik)

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Operational Cost

Time (Year)

Cost (Rupiah)

OPERATIONAL COSTUraian Kode Harga Satuan

Bahan Bakar H 195,000 Rupiah

Oli I 140,000 Rupiah

Grease K 225,000 Rupiah

Operator L 49,000 Rupiah

Mekanik M 49,000 Rupiah

Supervisor (1 Orang/Jam) x U3 N 53,000 Rupiah

H + I + J + K + L + M + N P 711,000 Rupiah

(1 Orang/Jam) x U1

(1 Orang/Jam) x U2

=(12%−15%)×Pw×Mb�� >1500 13% ��

=(2,5%−3%)×Pw×Mo`A 2,5%��

0 1 2 3 4 5

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Operational Cost

Time (Year)

Cost (Rupiah)

KONDISI B

Umur AB lebih pendek Kondisi B10% 3.58 Tahun

OWNING COSTUraian Kode Harga Satuan

Nilai Sisa F 300,000,000 RupiahTingkat Suku Bunga i 20 %

Umur t 3.58 tahunBiaya Kepemilikan (Owning Cost) Ow 469,059 Rp/jam

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

6,000,000,000

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

KONDISI B

Nilai Sisa Alat Berat5%

OWNING COSTUraian Kode Harga Satuan

Nilai Sisa F 150,000,000 RupiahTingkat Suku Bunga i 20%

Umur t 4 tahunBiaya Kepemilikan (Owning Cost) Ow 458,718 Rp/jam

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

0 1 2 3 4 55,000,000,000

5,200,000,000

5,400,000,000

5,600,000,000

5,800,000,000

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

1,000,000,000

2,000,000,000

3,000,000,000

4,000,000,000

5,000,000,000

6,000,000,000

7,000,000,000

8,000,000,000

9,000,000,000

10,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

Time (Year)

Cost (Rupiah)

KONDISI C

Jika Harga NaikBBM 2,000.00 Rp/liter

Oli 20,000.00 Err:522Grease 10,000.00 Err:522

Upah Operator

Upah Mekanik

Bahan Bakar H

Grease K

Operator L

Mekanik M

(1 Orang/Jam) x U1

(1 Orang/Jam) x U2

=(12%−15%)×Pw×Mb�� >1500 13% ��

=(2,5%−3%)×Pw×Mo`A 2,5%��

H + I + J + K + L + M + N P

KONDISI C

Jika Harga NaikOperator 25,000.00 Rp/literMekanik 13,000.00 Err:522Supervisor 13,000.00 Err:522

Upah Operator

Upah Mekanik

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

Grafik 1 (jika BBM naik)

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Operational Cost

Time (Year)

Cost (Rupiah)

Bahan Bakar H

Grease K

Operator L

Mekanik M

H + I + J + K + L + M + N P

(1 Orang/Jam) x U1

(1 Orang/Jam) x U2

=(12%−15%)×Pw×Mb�� >1500 13% ��

=(2,5%−3%)×Pw×Mo`A 2,5%��

0 1 2 3 4 5

Owning Cost

Kondsi A

Kondisi B

Kondisi C

Operational Cost

Time (Year)

Cost (Rupiah)

KONDISI C

Umur AB lebih pendek Kondisi C16% 3.38

KONDISI C

Umur AB lebih pendek3%

20 %/Tahun

41,500 Err:522

50,000 Err:5229,500 Err:522

48,000 Err:52255,000 Err:522

0.20 %

247,000 Rupiah

240,000 Rupiah

275,000 Rupiah

41,500 Rupiah

50,000 Rupiah

895,000 Rupiah

10 %/Tahun

66,500 Err:522

54,500 Err:522

63,000 Err:5227,500 Err:522

28,000 Err:52245,000 Err:522

0.20 %

195,000 Rupiah

140,000 Rupiah

225,000 Rupiah

66,500 Rupiah

54,500 Rupiah

63,000 Rupiah

744,000 Rupiah

Kondisi CTahun

OWNING COSTHarga Satuan300,000,000 Rupiah

20 %3.38 tahun

489,620 Rp/jam

OWNING COSTHarga Satuan90,000,000 Rupiah

20%4 tahun

468,376 Rp/jam

Tabel Simultan dari ke-empat Perubahan

DESKRIPSI Tahun

Perubahan kondisi 1

Perubahan kondisi 2

Perubahan kondisi 3

Perubahan kondisi 4

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.a

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.a

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.b

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.b

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

18,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.c

Time (Year)

Cost (Rupiah)

SKENARIOOwning Cost Opert. Cost a

5,105,050,600.00 - - 5,105,050,600.00 2,023,560,000.00 2,318,480,000.00 5,105,050,600.00 4,047,120,000.00 4,636,960,000.00 5,105,050,600.00 6,070,680,000.00 6,955,440,000.00 5,105,050,600.00 8,094,240,000.00 9,273,920,000.00

5,105,050,600.00 - - 5,105,050,600.00 2,023,560,000.00 2,058,600,000.00 5,105,050,600.00 4,047,120,000.00 4,117,200,000.00 5,105,050,600.00 6,070,680,000.00 6,175,800,000.00 5,105,050,600.00 8,094,240,000.00 8,234,400,000.00

5,105,050,600.00 - 5,265,722,173.36 5,105,050,600.00 2,023,560,000.00 5,265,722,173.36 5,105,050,600.00 4,047,120,000.00 5,265,722,173.36 5,105,050,600.00 6,070,680,000.00 5,265,722,173.36 5,105,050,600.00 8,094,240,000.00 5,265,722,173.36

5,105,050,600.00 - 5,245,033,681.07 5,105,050,600.00 2,023,560,000.00 5,245,033,681.07 5,105,050,600.00 4,047,120,000.00 5,245,033,681.07 5,105,050,600.00 6,070,680,000.00 5,245,033,681.07 5,105,050,600.00 8,094,240,000.00 5,245,033,681.07

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.a

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.a

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.b

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.b

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

18,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.c

Time (Year)

Cost (Rupiah)

SKENARIOb c (Owc+Opc)

- - 5,105,050,600.00 2,465,940,000.00 2,613,400,000.00 7,128,610,600.00 4,931,880,000.00 5,226,800,000.00 9,152,170,600.00 7,397,820,000.00 7,840,200,000.00 11,175,730,600.00 9,863,760,000.00 10,453,600,000.00 13,199,290,600.00

- - 5,105,050,600.00 2,076,120,000.00 2,172,480,000.00 7,128,610,600.00 4,152,240,000.00 4,344,960,000.00 9,152,170,600.00 6,228,360,000.00 6,517,440,000.00 11,175,730,600.00 8,304,480,000.00 8,689,920,000.00 13,199,290,600.00

5,478,607,033.65 5,718,758,178.22 5,105,050,600.00 5,478,607,033.65 5,718,758,178.22 7,128,610,600.00 5,478,607,033.65 5,718,758,178.22 9,152,170,600.00 5,478,607,033.65 5,718,758,178.22 11,175,730,600.00 5,478,607,033.65 5,718,758,178.22 13,199,290,600.00

5,357,830,104.32 5,470,626,527.57 5,105,050,600.00 5,357,830,104.32 5,470,626,527.57 7,128,610,600.00 5,357,830,104.32 5,470,626,527.57 9,152,170,600.00 5,357,830,104.32 5,470,626,527.57 11,175,730,600.00 5,357,830,104.32 5,470,626,527.57 13,199,290,600.00

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.a

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.a

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.b

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.b

Time (Year)

Cost (Rupiah)

0 1 2 3 4 50

2,000,000,000

4,000,000,000

6,000,000,000

8,000,000,000

10,000,000,000

12,000,000,000

14,000,000,000

16,000,000,000

18,000,000,000

Owning Cost

Operational Cost

BBM Naik

Upah Naik

owc & opc

owc & opc.c

Time (Year)

Cost (Rupiah)

SKENARIO(Owc+Opc.a) (Owc+Opc.b) (Owc+Opc.c)

5,105,050,600.00 5,105,050,600.00 5,105,050,600.00 7,423,530,600.00 7,570,990,600.00 7,718,450,600.00 9,742,010,600.00 10,036,930,600.00 10,331,850,600.00 12,060,490,600.00 12,502,870,600.00 12,945,250,600.00 14,378,970,600.00 14,968,810,600.00 15,558,650,600.00

5,105,050,600.00 5,105,050,600.00 5,105,050,600.00 7,163,650,600.00 7,181,170,600.00 7,277,530,600.00 9,222,250,600.00 9,257,290,600.00 9,450,010,600.00 11,280,850,600.00 11,333,410,600.00 11,622,490,600.00 13,339,450,600.00 13,409,530,600.00 13,794,970,600.00

10,370,772,773.36 10,583,657,633.65 10,823,808,778.22 10,370,772,773.36 10,583,657,633.65 10,823,808,778.22 10,370,772,773.36 10,583,657,633.65 10,823,808,778.22 10,370,772,773.36 10,583,657,633.65 10,823,808,778.22 10,370,772,773.36 10,583,657,633.65 10,823,808,778.22

10,350,084,281.07 10,462,880,704.32 10,575,677,127.57 10,350,084,281.07 10,462,880,704.32 10,575,677,127.57 10,350,084,281.07 10,462,880,704.32 10,575,677,127.57 10,350,084,281.07 10,462,880,704.32 10,575,677,127.57 10,350,084,281.07 10,462,880,704.32 10,575,677,127.57

Analisa Harga Satuan:

No Uraian Koefisien Sat.1Kg Pekerjaan PembesianBahan: Besi U-24 1.050 Kg

Kawat Beton 0.015 KgTK: Pekerja 0.007 Oh

Tukang Besi 0.007 OhKepala Tukang Besi 0.007 OhMandor 0.004 Oh

Jumlah1m2 Pekerjaan Acuan dan PerancahBahan: Kaso 5/7 (3 x pakai) 50% 0.0170 m³

Papan terentang ( 3 X pakai ) 75 % 0.0240 m2Minyak Bekisting 0.1000 ltrPaku 0.4000 kgScaffolding 1.0000 unit

TK: Pekerja 0.1200 ohTukang kayu 0.2700 ohKepala Tukang Kayu 0.1500 ohMandor 0.0500 oh

Jumlah1m3 Pekerjaan PengecoranBahan: Semen PC 0.3710 Kg

Split pecah mesin 2/3 1.0470 m³Pasir Beton 0.7600 m³Air 0.2150 Liter

TK: Pekerja 1.6500 OhTukang batu 0.2750 OhKepala tukang batu 0.0280 OhMandor 0.0830 Oh

Jumlah

Unit Price:

No Pekerjaan Volume Satuan

1 Penulangan 536,866.51 Kg 2 Acuan & Perancah 772440.68 Kg 3 Pengecoran 3607.19 m3

Harga Satuan Total Harga1Kg Pekerjaan Pembesian

16,500.00 17,325.00 27,700.00 415.50 45,000.00 315.00 60,000.00 420.00 75,000.00 525.00 80,000.00 320.00

Jumlah 19,320.50 1m2 Pekerjaan Acuan dan Perancah

2,200,000.00 37,400.00

2,279,000.00 54,696.00 6,000.00 600.00 20,000.00 8,000.00

- 45,000.00 5,400.00 60,000.00 16,200.00 75,000.00 11,250.00 80,000.00 4,000.00

Jumlah 137,546.00 1m3 Pekerjaan Pengecoran

1,406.00 521.63 211,100.00 221,021.70 255,400.00 194,104.00 3,000.00 645.00 45,000.00 74,250.00 60,000.00 16,500.00 75,000.00 2,100.00 80,000.00 6,640.00

Jumlah 515,782.33

waktu (jam) Sat Total Cost Unit Price Sat

60.97 8,805.42 kg/jam 1,130,076.25 128.34 Kg105.69 7,308.55 kg/jam 1,130,076.25 154.62 Kg346.74 10.40 m3/jam 1,130,076.25 108,628.22 m3

Produktivitas (jam)

Perhitungan Alat berat

Documents

Transcript of Perhitungan Alat berat

alat-alat berat

OPTIMALISASI PENGGUNAAN ALAT BERAT PADA …erepo.unud.ac.id/9901/1/918148778e9da1126f7a9bc862621a41.pdf · sewa alat untuk penggunaan alat berat tersebut. Berdasarkan hasil perhitungan

Pedoman - Perhitungan Produktifitas Alat Berat

BAB II TINJAUAN PUSTAKA 2.1 Alat Berat Alat-alat berat yang ...

Perhitungan biaya alat berat

Alat-alat Berat(PTM)

KOMPETENSI KEAHLIAN TEKNIK ALAT BERAT 3-Mo… · Membahas Jenis Produk Alat Berat 1. Alat-Alat Berat Alat berat merupakan alat yang mengubah energi engine menjadi energi mekanis.

TUGAS SARJANA ALAT BERAT ANALISA PERHITUNGAN …

Perhitungan Produktifitas Alat Berat

Analisa Perhitungan PTM & alat berat

ALAT ALAT BERAT - irigasi.info

alat berat (alat pemindah)

alat alat berat

Scanned Image - repository.its.ac.idrepository.its.ac.id/42484/1/3101109506.pdf · Analisa Biaya Alat Berat 4.7. I Menghitung Harga Satuan Penggunaan Alat Berat 4.72. Perhitungan

alat berat$

Alat - alat Berat

perhitungan berat lantai

Pengetahuan alat alat berat

Alat Berat - Alat Perata

PERANGKAT LUNAK PERHITUNGAN PRODUKTIVITAS ALAT …if.binadarma.ac.id/sipi/jurnal/Jurnal-Jurnal Syamsul Sudrajad...lunakuntuk menghitung produktivitas alat berat. Perangkat lunak ini