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Analisa Harga Satuan Pekerjaan Persiapan No. URAIAN SATUAN A-01 1 M' Pagar Sementara Dari Kayu Tinggi 2 m - Dolken Kayu Ø 8-10 / 400 cm Btg - Semen Portland Kg - Pasir beton M3 - Koral Beton 2/3 M3 - Kayu balok terentang M3 - Paku Biasa 2" - 5" Kg - Residu Kg - Pekerja Oh - Tukang Kayu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan A-02 1 M' Pagar Sementara Seng Gelombang Tinggi 2 m - Dolken Kayu Ø 8-10 / 400 cm Btg - Semen Portland Kg - Seng Gelombang BJLS-30 Lbr - Pasir beton M3 - Koral Beton 2/3 M3 - Kayu balok terentang M3 - Paku Biasa 2" - 5" Kg - Meni Besi Kg - Pekerja Oh - Tukang Kayu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan A-03 - Dolken Kayu Ø 8-10 / 400 cm Btg - Semen Portland Kg - Kawat Duri Kg - Pasir beton M3 - Koral Beton 2/3 M3 - Paku Biasa 2" - 5" Kg 1 M' Pagar SementaraKawat Duri Tinggi 1,80 m
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Analisis Harga Satuan SNI 2011

Nov 19, 2015

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Analisis Harga Satuan SNI 2011
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Analisa Harga Satuan Pekerjaan Analisa Harga Satuan Pekerjaan PersiapanNo.URAIANSATUANVOLUMEHARGA SATUANHARGA(Rp)(Rp)A-011 M' Pagar Sementara Dari Kayu Tinggi 2 m-Dolken Kayu 8-10 / 400 cmBtg1.2528,000.0035,000.00-Semen PortlandKg2.51,406.003,515.00-Pasir betonM30.005255,400.001,277.00-Koral Beton 2/3M30.009211,100.001,899.90-Kayu balok terentangM30.0722,640,000.00190,080.00-Paku Biasa 2" - 5"Kg0.0623,400.001,404.00-ResiduKg0.48,100.003,240.00-PekerjaOh0.442,000.0016,800.00-Tukang KayuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.0280,000.001,600.00Jumlah269,315.90Dibulatkan269,316.00A-021 M' Pagar Sementara Seng Gelombang Tinggi 2 m-Dolken Kayu 8-10 / 400 cmBtg1.2528,000.0035,000.00-Semen PortlandKg2.51,406.003,515.00-Seng Gelombang BJLS-30Lbr1.262,900.0075,480.00-Pasir betonM30.005255,400.001,277.00-Koral Beton 2/3M30.009211,100.001,899.90-Kayu balok terentangM30.0722,640,000.00190,080.00-Paku Biasa 2" - 5"Kg0.0623,400.001,404.00-Meni BesiKg0.4530,400.0013,680.00-PekerjaOh0.442,000.0016,800.00-Tukang KayuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.0280,000.001,600.00Jumlah355,235.90Dibulatkan355,236.00A-031 M' Pagar SementaraKawat Duri Tinggi 1,80 m-Dolken Kayu 8-10 / 400 cmBtg128,000.0028,000.00-Semen PortlandKg21,406.002,812.00-Kawat DuriKg2.563,500.00158,750.00-Pasir betonM30.005255,400.001,277.00-Koral Beton 2/3M30.009211,100.001,899.90-Paku Biasa 2" - 5"Kg0.0623,400.001,404.00-PekerjaOh0.342,000.0012,600.00-Tukang KayuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.0280,000.001,600.00Jumlah222,842.90Dibulatkan222,843.00A-041 M2 Pengukuran Dan Pasang Bouwplank-Kayu kaso 5/7M30.0121,870,500.0022,446.00-Paku Biasa 2" - 5"Kg0.0223,400.00468-Kayu papan albasiaM30.0072,071,700.0014,501.90-PekerjaOh0.142,000.004,200.00-Tukang KayuOh0.165,000.006,500.00-Kepala TukangOh0.0175,000.00750-MandorOh0.00580,000.00400Jumlah49,265.90Dibulatkan49,266.00A-051 M2 Pembuatan Kantor Sementara dgn Lantai Diplester-Dolken Kayu 8-10 / 400 cmBtg1.2528,000.0035,000.00-Kayu Balok terentangM30.182,640,000.00475,200.00-Paku BiasaKg0.8523,400.0019,890.00-Besi StripKg1.126,800.0029,480.00-Semen PortlandKg351,406.0049,210.00-Pasir PasangM30.15233,400.0035,010.00-Pasir betonM30.1255,400.0025,540.00-Koral Beton2/3M30.15211,100.0031,665.00-Bata MerahBh3077523,250.00-Seng Platm'0.2515,815.003,953.75-Kawat harmonikaM2235,900.0071,800.00-Kaca Polos 3mmM20.0887,400.006,992.00-Kunci TanamBh0.1594,500.0014,175.00-Plywood 120 x 240 x 0,4 cmLbr0.06140,000.008,400.00-PekerjaOh242,000.0084,000.00-Tukang KayuOh265,000.00130,000.00-Tukang BatuOh165,000.0065,000.00-Kepala TukangOh0.375,000.0022,500.00-MandorOh0.0580,000.004,000.00Jumlah1,135,065.75Dibulatkan1,135,066.00A-061 M2 Pembuatan Gudang Semen dan Alat-alat-Dolken Kayu 8-10 / 400 cmBtg1.728,000.0047,600.00-Kayu balok terentangM30.212,640,000.00554,400.00-Paku BiasaKg0.323,400.007,020.00-Semen PortlandKg10.51,406.0014,763.00-Pasir BetonM30.03255,400.007,662.00-Koral Beton 2/3M30.05211,100.0010,555.00-Seng Gelombang BJLS 30Lbr1.562,900.0094,350.00-PekerjaOh142,000.0042,000.00-Tukang KayuOh265,000.00130,000.00-Kepala TukangOh0.275,000.0015,000.00-MandorOh0.0580,000.004,000.00Jumlah927,350.00Dibulatkan927,350.00A-071 M2 Pembuatan Bedeng Buruh-Dolken Kayu 8-10 / 400 cmBtg1.2528,000.0035,000.00-Kayu balok terentangM30.1862,640,000.00491,040.00-Paku BiasaKg0.323,400.007,020.00-Semen PortlandKg181,406.0025,308.00-Pasir BetonM30.03255,400.007,662.00-Koral Beton 2/3M30.05211,100.0010,555.00-Seng Gelombang BJLS 30Lbr1.562,900.0094,350.00-PekerjaOh142,000.0042,000.00-Tukang KayuOh265,000.00130,000.00-Kepala TukangOh0.275,000.0015,000.00-MandorOh0.0580,000.004,000.00Jumlah861,935.00Dibulatkan861,935.00A-081 M2 Membersihkan Lapangan dan Perataan-PekerjaOh0.142,000.004,200.00-MandorOh0.0580,000.004,000.00Jumlah8,200.00Dibulatkan8,200.00A-091M2 Pembuatan Jalan Sementara-Batu Belah 15/20M30.15205,500.0030,825.00-Batu Pecah 5/7M30.09196,000.0017,640.00-Pasir PasangM30.01233,400.002,334.00-PekerjaOh142,000.0042,000.00-MandorOh0.0580,000.004,000.00Jumlah96,799.00Dibulatkan96,799.00A-101 M3 Bongkaran Beton Bertulang-PekerjaOh6.66742,000.00280,014.00-MandorOh0.33380,000.0026,640.00Jumlah306,654.00Dibulatkan306,654.00A-111 M3 Bongkaran Dinding Tembok Bata Merah-PekerjaOh6.66742,000.00280,014.00-MandorOh0.03380,000.002,640.00Jumlah282,654.00Dibulatkan282,654.00A-121 M Pagar beton Pracetak ( 5 x 50 x 213 ) cm-Panel Beton PracetakLbr0.986199,200.00196,411.20-Kolom Beton PracetakBtg0.525264,000.00138,600.00-Pasir BetonM30.074255,400.0018,899.60-Koral 2/3M30.146211,100.0030,820.60-Semen abu - abuKg451,406.0063,270.00-PekerjaOh0.37542,000.0015,750.00-Tukang BatuOh0.12565,000.008,125.00-Kepala TukangOh0.01275,000.00900-MandorOh0.01980,000.001,520.00Jumlah474,296.40Dibulatkan474,296.00A-131 M Pagar kawat ayam tiang besi L50.50.5, tinggi 1 m'-Kawat ram ayamLbr0.43414,900.006,466.60-Besi siku L 50.50.5Kg6.78618,300.00124,183.80-Besi pelat (1,2 x 3) mmKg0.042418,300.00775.92-Bautbh46002,400.00-Semen PortlandKg2.51,406.003,515.00-Pasir betonM30.005255,400.001,277.00-Koral Beton 2/3M30.009211,100.001,899.90-PekerjaOh0.37542,000.0015,750.00-Tukang BatuOh0.12565,000.008,125.00-Kepala TukangOh0.01275,000.00900-MandorOh0.01980,000.001,520.00Jumlah166,813.22Dibulatkan166,813.00A-141 M2 Pagar BRC lengkap dengan tiang-BRC lengkap dengan tiangLbr0.434171,300.0074,344.20-Semen PortlandKg21,406.002,812.00-Kawat DuriKg2.563,500.00158,750.00-Pasir betonM30.005255,400.001,277.00-Koral Beton 2/3M30.009211,100.001,899.90-PekerjaOh0.37542,000.0015,750.00-Tukang BatuOh0.12565,000.008,125.00-Kepala TukangOh0.01275,000.00900-MandorOh0.01980,000.001,520.00Jumlah265,378.10Dibulatkan265,378.00A-151 M2 Steiger Werk / perancah dari Bambu-Bambu 6 - 10 (600) cmbtng125,000.0025,000.00-Tali ijukkg0.2523,400.005,850.00-Pekerjaorg0.2542,000.0010,500.00-Tukang kayuorg0.01765,000.001,105.00-Kepala tukangorg0.00275,000.00150-Mandororg0.01380,000.001,040.00Jumlah43,645.00Dibulatkan43,645.00A-161 M' Cerucuk Bambu-Bambu 7 -10 (400) cmbtng1.2525,000.0031,250.00-Pekerjaorg0.542,000.0021,000.00-Mandororg0.02580,000.002,000.00Jumlah54,250.00Dibulatkan54,250.00

Harga Satuan Pekerjaan tanah Analisa Harga Satuan Pekerjaan TanahB. ANALISA HARGA SATUAN PEKERJAAN TANAHNo.URAIANSATUANVOLUMEHARGA SATUANHARGA(Rp)(Rp)B-011 M3 Galian Tanah Biasa sedalam 1 m-PekerjaOh0.442,000.0016,800.00-MandorOh0.0480,000.003,200.00Jumlah20,000.00Dibulatkan20,000.00B-021 M3 Galian Tanah Biasa Sedalam 2 m-PekerjaOh0.52642,000.0022,092.00-MandorOh0.05280,000.004,160.00Jumlah26,252.00Dibulatkan26,252.00B-031 M3 Galian Tanah Biasa Sedalam 3 m-PekerjaOh0.73542,000.0030,870.00-MandorOh0.07380,000.005,840.00Jumlah36,710.00Dibulatkan36,710.00B-041 M3 Galian Tanah Keras Sedalam 1 m-PekerjaOh0.62542,000.0026,250.00-MandorOh0.06280,000.004,960.00Jumlah31,210.00Dibulatkan31,210.00B-051 M3 Galian Tanah Lumpur Sedalam 1 m-PekerjaOh0.82342,000.0034,566.00-MandorOh0.08380,000.006,640.00Jumlah41,206.00Dibulatkan41,206.00

Harga Satuan Pekerjaan PondasiAnalisa Harga Satuan Pekerjaan PondasiC. ANALISA HARGA SATUAN PEKERJAAN PONDASINo.URAIANSATUANVOLUMEHARGA SATUANHARGA(Rp)(Rp)C-011 M3 Pasanag Pondasi batu Kali adk 1pc : 3 ps-Batu BelahM31.1205,500.00226,050.00-Semen PortlandKg2021,406.00284,012.00-Pasir PasangM30.485233,400.00113,199.00-PekerjaOh1.542,000.0063,000.00-Tukang BatuOh0.665,000.0039,000.00-Kepala TukangOh0.0675,000.004,500.00-MandorOh0.07580,000.006,000.00Jumlah735,761.00Dibulatkan735,761.00C-021 M3 Pasang Pondasi Batu kali adk 1pc : 4ps-Batu BelahM31.1205,500.00226,050.00-Semen PortlandKg1631,406.00229,178.00-Pasir PasangM30.52233,400.00121,368.00-PekerjaOh1.542,000.0063,000.00-Tukang BatuOh0.665,000.0039,000.00-Kepala TukangOh0.0675,000.004,500.00-MandorOh0.07580,000.006,000.00Jumlah689,096.00Dibulatkan689,096.00C-031 M3 Pasang Pondasi Batu kali adk 1pc : 5ps-Batu BelahM31.1205,500.00226,050.00-Semen PortlandKg1361,406.00191,216.00-Pasir PasangM30.544233,400.00126,969.60-PekerjaOh1.542,000.0063,000.00-Tukang BatuOh0.665,000.0039,000.00-Kepala TukangOh0.0675,000.004,500.00-MandorOh0.07580,000.006,000.00Jumlah656,735.60Dibulatkan656,736.00C-041 M3 Pasang Pondasi Batu Kosong (aanstamping)-Batu BelahM31.2205,500.00246,600.00-Pasir UrugM30.3175,300.0052,590.00-PekerjaOh0.7842,000.0032,760.00-Tukang BatuOh0.3965,000.0025,350.00-Kepala TukangOh0.03975,000.002,925.00-MandorOh0.03980,000.003,120.00Jumlah363,345.00Dibulatkan363,345.00

Harga Satuan Pekerjaan BetonAnalisa Harga Satuan Pekerjaan BetonNOURAIANSATVOLUMEHRG.SATJUMLAHD-17r21 M3 Sloof Beton Tulang 15/20 (180 kg besi + bekisting) 4dia. 12 ring 8-15Kayu papan terentangM30.272,850,000769,500Paku Biasa 2" - 5"Kg223,40046,800Besi BetonKg18016,5002,970,000Kawat BetonKg327,70083,100Semen PortlandKg3231,200387,600Pasir BetonM30.52225,000117,000Koral Beton 2/3M30.78200,000156,000PekerjaOh4.8555,000266,750Tukang BatuOh0.3570,00024,500Tukang KayuOh1.5670,000109,200Tukang BesiOh1.470,00098,000Kepala TukangOh0.33180,00026,480MandorOh0.1785,00014,450Jumlah5,069,380Dibulatkan5,069,3801 M3 Kolom Beton Tulang 15/20 (180 kg besi + bekisting) 4dia.12 8-15Kayu papan terentangM30.42,850,0001,140,000Paku Biasa 2" - 5"Kg423,40093,600Minyak BekistingLtr40,500-Besi BetonKg18016,5002,970,000Kawat BetonKg1.827,70049,860Semen PortlandKg3231,200387,600Pasir BetonM30.52225,000117,000Koral Beton 2/3M30.78200,000156,000Kayu Balok TerentangM30.152,640,000396,000Dolken -8-10/4mBtg2015,000300,000PekerjaOh7.355,000401,500Tukang BatuOh0.3570,00024,500Tukang KayuOh3.370,000231,000Tukang BesiOh2.170,000147,000Kepala TukangOh0.5780,00045,600MandorOh0.2585,00021,250Jumlah6.480.910Dibulatkan6.481.0001 M3 Balok Beton Tulang 15/20 sofi-sofi, ring balk + balok poratl (180 kg besi + bekisting) 4dia. 12, 8-15Kayu papan terentangM30.322,850,000912,000Paku Biasa 2" - 5"Kg3.223,40074,880Besi BetonKg18016,5002,970,000Kawat BetonKg2.2527,70062,325Semen PortlandKg3231,200387,600Pasir BetonM30.52225,000117,000Koral Beton 2/3M30.78200,000156,000Kayu Balok TerentangM30.142,640,000369,600Dolken -8-10/4mBtg1615,000240,000PekerjaOh5.9655,000327,800Tukang BatuOh0.3570,00024,500Tukang KayuOh2.870,000196,000Tukang BesiOh1.470,00098,000Kepala TukangOh0.45580,00036,400MandorOh0.20885,00017,680Jumlah6.412.865Dibulatkan6,413,000D-291 M3 Tangga Beton Tulang (90 kg besi + bekisting)Kayu papan terentangM30.252,850,000712,500Paku Biasa 2" - 5"Kg323,40070,200Minyak BekistingLtr1.240,50048,600Besi BetonKg9016,5001,485,000Kawat BetonKg327,70083,100Semen PortlandKg3231,200387,600Pasir BetonM30.52225,000117,000Koral Beton 2/3M30.78200,000156,000Kayu Balok TerentangM30.1052,640,000277,200Dolken -8-10/4mBtg1415,000210,000PekerjaOh5.655,000308,000Tukang BatuOh0.3570,00024,500Tukang KayuOh2.370,000161,000Tukang BesiOh1.470,00098,000Kepala TukangOh0.40580,00032,400MandorOh0.20285,00017,170Jumlah4,188,720Dibulatkan4,189,00031 M3 Membuat Plat Lantai Tb. 10 Cm Beton Bertulang ( 90 Kg Besi + Bekisting )Kayu TerentangM30.42,850,0001,140,000Paku Biasa 2" - 5"Kg423,40093,600Minyak BekistingLtr240,50081,000Besi Beton PolosKg9016,5001,485,000Kawat BetonKg327,70083,100Kayu Balok TerentangM30.105151,10015,866Plywood Tebal 9 mmLbr3.5151,100528,850Dolken kayu Galam o - 8-10/4 mBtg6015,000900,000Semen PortlandKg3231,200387,600Pasir BetonM30.52225,000117,000Koral Beton 2/3M30.78200,000156,000PekerjaOh5.255,000286,000Tukang BatuOh0.3570,00024,500Tukang KayuOh3.370,000231,000Kepala TukangOh0.36580,00029,200MandorOh1.0685,00090,100Jumlah5,648,816Dibulatkan5,649,000

Harga Satuan Pekerjaan DindingAnalisa Harga Satuan Pekerjaan DindingE. ANALISA HARGA SATUAN PEKERJAAN DINDINGNo.URAIANSATUANVOLUMEHARGA SATUANHARGA(Rp)(Rp)E-011M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 3ps-Bata MerahBh140775108,500.00-Semen PortlandKg32.951,406.0046,327.70-Pasir PasangM30.091233,400.0021,239.40-PekerjaOh0.6542,000.0027,300.00-Tukang BatuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.0380,000.002,400.00Jumlah220,267.10Dibulatkan220,267.00E-021M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 4ps-Bata MerahBh140775108,500.00-Semen PortlandKg26.551,406.0037,329.30-Pasir PasangM30.093233,400.0021,706.20-PekerjaOh0.6542,000.0027,300.00-Tukang BatuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.0380,000.002,400.00Jumlah211,735.50Dibulatkan211,736.00E-031M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 5ps-Bata MerahBh140775108,500.00-Semen PortlandKg22.21,406.0031,213.20-Pasir PasangM30.102233,400.0023,806.80-PekerjaOh0.6542,000.0027,300.00-Tukang BatuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.0380,000.002,400.00Jumlah207,720.00Dibulatkan207,720.00E-041M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 3ps-Bata MerahBh7077554,250.00-Semen PortlandKg14.371,406.0020,204.22-Pasir PasangM30.04233,400.009,336.00-PekerjaOh0.3242,000.0013,440.00-Tukang BatuOh0.165,000.006,500.00-Kepala TukangOh0.0175,000.00750-MandorOh0.01580,000.001,200.00Jumlah105,680.22Dibulatkan105,680.00E-051M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 4ps-Bata MerahBh7077554,250.00-Semen PortlandKg11.51,406.0016,169.00-Pasir PasangM30.043233,400.0010,036.20-PekerjaOh0.3242,000.0013,440.00-Tukang BatuOh0.165,000.006,500.00-Kepala TukangOh0.0175,000.00750-MandorOh0.01580,000.001,200.00Jumlah102,345.20Dibulatkan102,345.00E-061M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 5ps-Bata MerahBh7077554,250.00-Semen PortlandKg9.681,406.0013,610.08-Pasir PasangM30.045233,400.0010,503.00-PekerjaOh0.3242,000.0013,440.00-Tukang BatuOh0.165,000.006,500.00-Kepala TukangOh0.0175,000.00750-MandorOh0.01580,000.001,200.00Jumlah100,253.08Dibulatkan100,253.00

Harga Satuan Pekerjaan PlesteraAnalisa Harga Satuan Pekerjaan PlesteranF. ANALISA HARGA SATUAN PEKERJAAN PLESTERANNo.URAIANSATUANVOLUMEHARGA SATUANHARGA(Rp)(Rp)F-011 M2 Plesteran adk. 1pc : 2ps Tebal 15 mm-Semen PortlandKg8.521,406.0011,979.12-Pasir PasangM30.017233,400.003,967.80-PekerjaOh0.242,000.008,400.00-Tukang BatuOh0.1565,000.009,750.00-Kepala TukangOh0.01575,000.001,125.00-MandorOh0.0180,000.00800Jumlah36,021.92Dibulatkan36,022.00F-021 M2 Plesteran adk. 1pc : 3ps Tebal 15 mm-Semen PortlandKg6.481,406.009,110.88-Pasir PasangM30.019233,400.004,434.60-PekerjaOh0.242,000.008,400.00-Tukang BatuOh0.1565,000.009,750.00-Kepala TukangOh0.01575,000.001,125.00-MandorOh0.0180,000.00800Jumlah33,620.48Dibulatkan33,620.00F-031 M2 Plesteran adk. 1pc : 4ps Tebal 15 mm-Semen PortlandKg5.21,406.007,311.20-Pasir PasangM30.02233,400.004,668.00-PekerjaOh0.242,000.008,400.00-Tukang BatuOh0.1565,000.009,750.00-Kepala TukangOh0.01575,000.001,125.00-MandorOh0.0180,000.00800Jumlah32,054.20Dibulatkan32,054.00F-041 M2 Plesteran adk. 1pc : 3ps Tebal 20 mm-Semen PortlandKg10.81,406.0015,184.80-Pasir PasangM30.026233,400.006,068.40-PekerjaOh0.2542,000.0010,500.00-Tukang BatuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.012580,000.001,000.00Jumlah47,253.20Dibulatkan47,253.00F-051 M2 Plesteran adk. 1pc : 4ps Tebal 20 mm-Semen PortlandKg8.681,406.0012,204.08-Pasir PasangM30.028233,400.006,535.20-PekerjaOh0.2542,000.0010,500.00-Tukang BatuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.012580,000.001,000.00Jumlah44,739.28Dibulatkan44,739.00F-061 M2 Plesteran adk. 1pc:5ps tebal 20 mm-Semen PortlandKg7.291,406.0010,249.74-Pasir PasangM30.026233,400.006,068.40-PekerjaOh0.2542,000.0010,500.00-Tukang BatuOh0.265,000.0013,000.00-Kepala TukangOh0.0275,000.001,500.00-MandorOh0.012580,000.001,000.00Jumlah42,318.14Dibulatkan42,318.00F-111 M2 Acian Plesteran-Semen PortlandKg41,406.005,624.00-PekerjaOh0.14342,000.006,006.00-Tukang batuOh0.10765,000.006,955.00-Kepala TukangOh0.010575,000.00787.5-MandorOh0.010580,000.00840Jumlah20,212.50Dibulatkan20,213.00

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