Perhitungan Alat berat
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Transcript of 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
BC
3 BALOK A
BC
4 BALOK A
BC
5 BALOK A
BC
6 BALOK A
BC
Jumlah
Tabel Volume Pekerjaan TanggaLANTAI PEKERJAAN SEGMEN
1 TANGGA A
BC
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
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
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
a. Tulangan 0.672b. Bekisting 0.712c. Perancah 0.457d. Pengecoran 43.38
Jumlah 45.2215 SHEARWALL
a. Tulangan 1.076b. Bekisting 0.624c. Perancah 0.079d. Pengecoran 30.178
Jumlah 31.957TOTAL WAKTU 511.555
Tabel Produksi Per Siklus Mobile CraneSATUAN
m3
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
A
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
a b c
A
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
SEGMEN LANTAI PEKERJAAN
a b c
A
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
A
1.00 KOLOM 1.00 KOLOM
Tabel Waktu Siklus Pengecoran Kolom WAKTU SIKLUS
SEGMEN LANTAI PEKERJAAN
a b c
A
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
jam
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
(mnt)
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)
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
Rumus
Mobile CraneProduksi per siklus x60/ ))(����� ������(����� efiensi alat0,5x60/12,308 0,65=2,34 ³ � 1� /���
ProduktifitasJumlah AB
Nilai
1 -
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
Rp
Maka:
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)=
F =
Jadi, Total Biaya Kepemilikan per jam=
d Biaya Total / JamBiaya Total / Jam= Total biaya operational/jam + Total Biaya Kepemilikan/jam
F =
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
Oli I
Grease K
Operator L
Mekanik M
Supervisor (1 Orang/Jam) x U3 N
U1
U2
(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%����
=(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
II. HARGA STANDARUraian Kode
Tingkat Suku Bunga i
Upah Operator
Upah Mekanik
Upah Supervisor U3Bahan Bakar MbOli MsGrease MpAsuransi dan Lain - lain Ins
Biaya Operasional per Jam
Operational Cost (Rupiah)
U1
U2
2. KETIKA UPAH OPERATOR, MEKANIK DAN SUPERVISOR BERUBAH
OPERATIONAL COSTUraian Kode
Bahan Bakar H
Oli I
Grease K
Operator L
Mekanik M
Supervisor (1 Orang/Jam) x U3 N
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
Biaya Operasional per Jam
Operational Cost (Rupiah)
=(12%−15%)×Pw×Mb���� �>1500 13% �����
=(2,5%−3%)×Pw×Mo`A 2,5%����
=(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%
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 5,245,033,6811 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
4. KETIKA NILAI SISA ALAT BERAT BERUBAH
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
Grafik 4 (jika nilai sisa AB berubah)
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
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 C (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 C (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
Time (Year)
Cost (Rupiah)
II. HARGA STANDARHarga Satuan
20 %/Tahun
41,500 Err:522
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
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
II. HARGA STANDARHarga Satuan
20 %/Tahun
46,500 Err:522
46,500 Err:522
52,000 Err:5227,500 Err:522
28,000 Err:52245,000 Err:522
0.20 %
2. KETIKA UPAH OPERATOR, MEKANIK DAN SUPERVISOR BERUBAH
OPERATIONAL COSTHarga Satuan
195,000 Rupiah
140,000 Rupiah
225,000 Rupiah
46,500 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
5,478,607,033.65 5,718,758,178
5,478,607,033.65 5,718,758,178
5,478,607,033.65 5,718,758,178
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
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
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
5,357,830,104.32 5,470,626,528
5,357,830,104.32 5,470,626,528
5,357,830,104.32 5,470,626,528
5,357,830,104.32 5,470,626,528
4. KETIKA NILAI SISA ALAT BERAT BERUBAH
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)
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)
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
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 C (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 C (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
U1
U2
(1 Orang/Jam) x U1
(1 Orang/Jam) x U2
=(12%−15%)×Pw×Mb���� �>1500 13% �����
=(2,5%−3%)×Pw×Mo`A 2,5%����
=(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 %
Biaya Operasional per Jam
U1
U2
2. KETIKA UPAH OPERATOR, MEKANIK DAN SUPERVISOR BERUBAH
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
Biaya Operasional per Jam
=(12%−15%)×Pw×Mb���� �>1500 13% �����
=(2,5%−3%)×Pw×Mo`A 2,5%����
=(2,5%−3%)×Pw×Mo`A 2,5%����
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)
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
Grafik 3 (jika umur AB lebih pendek)
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
Grafik 4 (jika nilai sisa AB berubah)
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
Grafik 4 (jika nilai sisa AB berubah)
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
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 C (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 C (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
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
Oli I
Grease K
Operator L
Mekanik M
Supervisor (1 Orang/Jam) x U3 N
U1
U2
(1 Orang/Jam) x U1
(1 Orang/Jam) x U2
=(12%−15%)×Pw×Mb���� �>1500 13% �����
=(2,5%−3%)×Pw×Mo`A 2,5%����
=(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
II. HARGA STANDARUraian Kode
Tingkat Suku Bunga i
Upah Operator
Upah Mekanik
Upah Supervisor U3Bahan Bakar MbOli MsGrease MpAsuransi dan Lain - lain Ins
Biaya Operasional per Jam
U1
U2
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
Bahan Bakar H
Oli I
Grease K
Operator L
Mekanik M
Supervisor (1 Orang/Jam) x U3 N
H + I + J + K + L + M + N P
(1 Orang/Jam) x U1
(1 Orang/Jam) x U2
Biaya Operasional per Jam
=(12%−15%)×Pw×Mb���� �>1500 13% �����
=(2,5%−3%)×Pw×Mo`A 2,5%����
=(2,5%−3%)×Pw×Mo`A 2,5%����
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)
KONDISI C
Umur AB lebih pendek Kondisi C16% 3.38
OWNING COSTUraian Kode
Nilai Sisa FTingkat Suku Bunga i
Umur tBiaya Kepemilikan (Owning Cost) Ow
KONDISI C
Umur AB lebih pendek3%
OWNING COSTUraian Kode
Nilai Sisa FTingkat Suku Bunga i
Umur tBiaya Kepemilikan (Owning Cost) Ow
II. HARGA STANDARHarga Satuan
20 %/Tahun
41,500 Err:522
41,500 Err:522
50,000 Err:5229,500 Err:522
48,000 Err:52255,000 Err:522
0.20 %
OPERATIONAL COSTHarga Satuan
247,000 Rupiah
240,000 Rupiah
275,000 Rupiah
41,500 Rupiah
41,500 Rupiah
50,000 Rupiah
895,000 Rupiah
II. HARGA STANDARHarga Satuan
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 %
OPERATIONAL COSTHarga Satuan
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
01234
Perubahan kondisi 2
01234
Perubahan kondisi 3
01234
Perubahan kondisi 4
01234
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
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
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
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
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
Grafik Simultan Skenario Ketika Kondisi B (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
Grafik Simultan Skenario Ketika Kondisi B (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
Grafik Simultan Skenario Ketika Kondisi C (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
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
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
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
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
Grafik Simultan Skenario Ketika Kondisi B (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
Grafik Simultan Skenario Ketika Kondisi B (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
Grafik Simultan Skenario Ketika Kondisi C (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
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
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
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
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
Grafik Simultan Skenario Ketika Kondisi B (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
Grafik Simultan Skenario Ketika Kondisi B (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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
Grafik Simultan Skenario Ketika Kondisi C (Alat Berat Mobile Crane)
Owning Cost
Operational Cost
BBM Naik
Upah Naik
Umur AB Lebih Pendek
Nilai Sisa AB Berubah
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)