contoh analisa harga,perhitungan volume,harga satuan

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CONTOH ANALISA HARGAANALISA HARGA SATUANPEKERJAAN PERSIAPAN1.00m2 Pembersihan LapanganPembersihan Lapangan tiap 1 m2Upah := Rp.15,000Total= Rp.15,000Dibulatkan= Rp.15,0001.00m' Pembuatan pagar seng sementara proyek finish cat tinggi 180 cm + PondasiBahan :1.250btdolken dia. 5-7cm@ Rp.12,000= Rp.15,0001.278lbrseng@ Rp.45,000= Rp.57,5000.060kgpaku seng@ Rp.15,000= Rp.9000.400ltresidu / meni@ Rp.19,000= Rp.7,6000.350zakPC ( @ 50 kg )@ Rp.67,000= Rp.23,4501.800m2cat minyak@ Rp.35,000= Rp.63,000= Rp.167,450Upah := Rp.35,000Total= Rp.202,450Dibulatkan= Rp.203,0001.00m2 Pembuatan kantor pelaksana & direksi ( sederhana )Bahan :0.815lbrmultipleks 4 mm@ Rp.65,000= Rp.52,9750.093m3kaso / reng borneo@ Rp.2,300,000= Rp.214,1300.010m3balok 8/12 borneo@ Rp.2,800,000= Rp.28,0000.500kgpaku@ Rp.25,000= Rp.12,5000.500zaksemen tigaroda@ Rp.67,000= Rp.33,5000.100m3pasir beton@ Rp.225,000= Rp.22,5000.050m3koral@ Rp.195,000= Rp.9,7500.350lbrasbes gelombang besar@ Rp.56,000= Rp.19,600= Rp.392,955Upah := Rp.150,000Total= Rp.542,955450,000Dibulatkan= Rp.543,000PEKERJAAN STRUKTURPEKERJAAN GALIAN & URUGAN1.00m' Pasangan BouwplankBahan :0.0060m3kaso 4/6 kayu borneo@ Rp.2,100,000= Rp.12,6000.0060m3papan borneo@ Rp.2,900,000= Rp.17,4000.0400kgpaku@ Rp.12,000= Rp.480= Rp.30,480Upah := Rp.35,000Total= Rp.65,480Dibulatkan= Rp.65,5001.00m3 Galian tanah cadasUpah := Rp.75,000Total= Rp.75,000Dibulatkan= Rp.75,0001.00m3 Urugan kembali tanah bekas galianUpah := Rp.28,000Total= Rp.28,000Dibulatkan= Rp.28,0001.00m2 Pemadatan tanah dasar (dengan stemper)Alat :0.025harisewa stemper300,000= Rp.7,500Upah :0.025hariUpah Tk. Stemper ( 2 orang )175,000= Rp.4,375Total= Rp.11,875Dibulatkan= Rp.11,9001.00m3 Urugan pasir dengan pasir urug padat tebal 7 cmBahan1.10m3pasir urug@ Rp.175,000= Rp.192,500= Rp.192,500Upah := Rp.70,000Total= Rp.262,500Dibulatkan= Rp.262,5001.00m3 Urugan Puing untuk peniggian peilUpah + Bahan1.10m3urugan puing@ Rp.85,000= Rp.93,500Total= Rp.93,500Dibulatkan= Rp.93,5001.00m3 Urugan Tanah Merah untuk tanamanUpah + Bahan ( padat )1.00m3urugan tanah merah@ Rp.125,000= Rp.125,000Total= Rp.125,000Dibulatkan= Rp.125,000PEKERJAAN PONDASI DAN LAIN -LAIN1.00m2 Lt. Kerja / Rabat Beton ad. 1 : 3 : 5, tebal 5 cm, tanpa tulanganBahan :0.27zakPC ( @ 50 kg ) tiga roda@ Rp.67,000= Rp.18,0900.03m3pasir beton@ Rp.225,000= Rp.6,7500.05m3Split ( batu pecah ) 1/2, 2/3@ Rp.220,000= Rp.11,000= Rp.35,840Upah := Rp.35,000Total= Rp.70,840Dibulatkan= Rp.70,9001.00m3 Lt. Kerja / Rabat Beton ad. 1 : 3 : 5, tebal 5 cm= Rp.1,418,0001.00m2 Rabat Beton adukan 1 : 3 : 5, tebal 7 cm + tul. 8-30, 1 lapisBahan :0.2585zakPC ( @ 50 kg )@ Rp.67,000= Rp.17,3200.0429m3pasir beton@ Rp.225,000= Rp.9,6500.0716m3koral beton ( split )@ Rp.220,000= Rp.15,7543.0000kgBesi beton@ Rp.15,500= Rp.46,5000.0750kgKawat Besi beton@ Rp.35,000= Rp.2,625= Rp.91,849Upah :1.0000m2Lantai kerja@ Rp.58,000= Rp.58,0003.0000kgBesi beton@ Rp.1,500= Rp.4,500= Rp.62,500Total= Rp.154,349Dibulatkan= Rp.154,4001.00m3 Rabat Beton adukan 1:3:5, tebal 7 cm + tul. 8-30, 1 lapis= Rp.2,205,7141.00m' Pasangan Rollag 1:5Bahan :22.000bhbatu bata Cikarang@ Rp.500= Rp.11,0000.175zakPC ( @ 50 kg )@ Rp.67,000= Rp.11,7250.035m3pasir pasang@ Rp.225,000= Rp.7,875= Rp.30,600Upah := Rp.25,000Total= Rp.55,600Dibulatkan= Rp.55,6001.00m3 Pasangan batu kosong / AanstampingBahan :1.20m3batu belah@ Rp.225,000= Rp.270,000Upah := Rp.50,000Total= Rp.320,000Dibulatkan= Rp.320,0001.00m3 Pasangan batu kali campuran 1:5Bahan :1.20m3batu belah@ Rp.225,000= Rp.270,0002.70zakPC ( @ 50 kg )@ Rp.67,000= Rp.180,9000.54m3pasir pasang@ Rp.225,000= Rp.122,400= Rp.573,300Upah := Rp.150,000Total= Rp.723,300Dibulatkan= Rp.724,000PEKERJAAN STRUKTUR BETON1.00m3 Beton Site Mix adukan 1 :3:5 ( setara dengan K175 )Bahan :0.920m3Split 1/2, 2/3@ Rp.220,000= Rp.202,4004.600zakPC ( @ 50 kg )@ Rp.67,000= Rp.308,2000.557m3pasir beton@ Rp.225,000= Rp.125,3250.050m3Weste beton@ Rp.353,908= Rp.17,695Upah :1.000m3Upah@ Rp.250,000= Rp.250,000Alat :0.05harivibrator + operator@ Rp.300,000= Rp.15,000Total= Rp.918,620Dibulatkan= Rp.919,000$800,000$645,0001.00m3 Beton Site Mix adukan 1 :2:3 ( setara dengan K225 )Bahan :0.820m3Split 1/2, 2/3@ Rp.220,000= Rp.180,4006.500zakPC ( @ 50 kg )@ Rp.67,000= Rp.435,5000.540m3pasir beton@ Rp.225,000= Rp.121,5000.050m3Waste Beton 5%@ Rp.399,710= Rp.19,986Upah :1.000m3Upah@ Rp.250,000= Rp.250,000Alat :0.05harivibrator + operator@ Rp.300,000= Rp.15,000Total= Rp.1,022,386$850,000harga KupangDibulatkan= Rp.1,023,000$720,000Harga Jakarta1.00m3 Beton Readymix K175Bahan :1.050m3beton ready mix K175@ Rp.750,000= Rp.787,5000.033hrconcrete pump + operator@ Rp.2,900,000= Rp.96,6670.050hrvibrator@ Rp.300,000= Rp.15,000Upah := Rp.100,000Total= Rp.999,167Dibulatkan= Rp.999,2001.00m3 Beton Readymix K225Bahan :1.050m3beton ready mix K225@ Rp.850,000= Rp.892,5000.033hrconcrete pump@ Rp.2,900,000= Rp.96,6670.050hrvibrator@ Rp.300,000= Rp.15,000Upah := Rp.100,000Total= Rp.1,104,167Dibulatkan= Rp.1,104,2001.00kg PembesianBahan :1.050kgbesi beton@ Rp.15,500= Rp.16,2750.021kgkawat beton@ Rp.35,000= Rp.735Upah :1.050kgupah tukang besi@ Rp.3,500= Rp.3,675Total= Rp.20,685Dibulatkan= Rp.20,7001.00m3 Bekisting Pondasi Plat Beton Jalur / SetempatBahan :1.350lbrmultipleks 9 mm uk. 4"x8" rijek (pakai 2x)@ Rp.125,000= Rp.168,7500.020m3kaso 5/6 meranti ( pakai 2x )@ Rp.2,300,000= Rp.46,0001.500kgpaku 5,7,10 cm@ Rp.15,000= Rp.22,500Upah :4.500m2upah bekisting@ Rp.35,000= Rp.157,500Total= Rp.394,750Dibulatkan= Rp.394,8001.00m2 Bekisting Pondasi Plat Beton Jalur / Setempat= Rp.87,7331.00m3 Bekisting SloofBahan :0.120m3papan meranti ( pakai 1,5x )@ Rp.2,900,000= Rp.348,0000.040m3kaso meranti ( pakai 2x)@ Rp.2,300,000= Rp.92,0001.500kgpaku 5,7,10 cm@ Rp.15,000= Rp.22,500Upah :13.333m2upah bekisting sloof@ Rp.35,000= Rp.466,667Total= Rp.929,167Dibulatkan= Rp.929,2001.00m2 Bekisting Sloof= Rp.69,6901.00m3 Bekisting Kolom & Ring Balok PraktisBahan :0.120m3papan meranti (pakai 2x)@ Rp.2,900,000= Rp.348,0000.040m3kaso meranti (pakai 2x)@ Rp.2,300,000= Rp.92,0001.500kgpaku 5,7,10 cm@ Rp.15,000= Rp.22,500Upah :15.385m2upah bekisting kolom dan balok praktis@ Rp.50,000= Rp.769,231Total= Rp.1,231,731Dibulatkan= Rp.1,231,8001.00m2 Bekisting Kolom & Ring Balok Praktis= Rp.80,0671.00m3 Bekisting Kolom StrukturBahan :3.040lbrmultipleks 9 mm 4'x8' Rijek@ Rp.125,000= Rp.380,0000.140m3kaso meranti (pakai 2x)@ Rp.2,300,000= Rp.322,0000.110m3balok meranti (pakai 2x)@ Rp.2,900,000= Rp.319,0001.800kgpaku 5,7,10 cm@ Rp.15,000= Rp.27,000Upah :23.333m2upah bekisting kolom struktur 15/20@ Rp.50,000= Rp.1,166,667Total= Rp.2,214,667Dibulatkan= Rp.2,214,7001.00m2 Bekisting Kolom Struktur= Rp.94,9161.00m3 Bekisting Balok Struktur ( 15/20, 15/30, 15/40 )Bahan :2.400lbrmultipleks 9 mm 4'x8' Rijek@ Rp.125,000= Rp.300,0000.140m3kaso meranti (pakai 2x)@ Rp.2,300,000= Rp.322,0000.070m3balok meranti (pakai 2x)@ Rp.2,900,000= Rp.203,0001.800kgpaku 5,7,10 cm@ Rp.15,000= Rp.27,0001.000lsscafolding@ Rp.25,000= Rp.25,000Upah :16.667m2upah bekisting balok struktur 15/30@ Rp.60,000= Rp.1,000,000Total= Rp.1,877,000Dibulatkan= Rp.1,877,0001.00m2 Bekisting Balok Struktur= Rp.112,6201.00m3 Bekisting Plat betonBahan :1.67lbrmultipleks 9 mm 4'x8' Rijek@ Rp.125,000= Rp.208,7500.14m3kaso meranti (pakai 2x)@ Rp.2,300,000= Rp.322,0000.07m3balok 5/10 meranti ( pakai 1,5x )@ Rp.2,900,000= Rp.203,0008.000btgdolken@ Rp.12,000= Rp.96,0001.800kgpaku 5,7,10 cm@ Rp.15,000= Rp.27,0001.000lsscafolding@ Rp.25,000= Rp.25,000Upah :8.333m2upah bekisting plat beton t.12 mm@ Rp.35,000= Rp.291,667Total= Rp.1,173,417Dibulatkan= Rp.1,173,5001.00m2 Bekisting Plat beton= Rp.140,8201.00m3 Bekisting Tangga BetonBahan :2.610m3multipleks 9 mm 4'x8' Rijek@ Rp.125,000= Rp.326,2500.140m3kaso meranti (pakai 2x)@ Rp.2,300,000= Rp.322,0000.110m3balok 5/10 meranti ( pakai 1,5x )@ Rp.2,900,000= Rp.319,0004.800kgpaku 5,7,10 cm@ Rp.15,000= Rp.72,000Upah :12.000m2upah bekisting@ Rp.75,000= Rp.900,000Total= Rp.1,939,250Dibulatkan= Rp.1,939,3001.00m2 Bekisting Tangga Beton= Rp.161,6081.00m3 Beton Pondasi Plat Beton Jalur / Setempat Beton Site Mix adukan 1 :2:3 ( 110 kg/m3 )1.000m3Beton site mix adukan 1:2:3= Rp.1,023,000110.000kgTulangan= Rp.2,277,0001.000m3Bekisting= Rp.394,800= Rp.3,694,8001.00m3 Sloof Beton 15/20 Site Mix adukan 1:3:5 ( 4f10 +f6-100, 125 kg/m3 )1.000m3Beton site mix adukan 1:3:5= Rp.919,000125.000kgTulangan= Rp.2,587,5001.000m3Bekisting= Rp.929,200= Rp.4,435,7001.00m3 Kolom Praktis Beton 13/13 Site Mix adukan 1:3:5 ( 4f8 + f8-150, 145 kg/m3 )1.000m3Beton site mix adukan 1:3:5= Rp.919,000145.000kgTulangan= Rp.3,001,5001.000m3Bekisting= Rp.1,231,800= Rp.5,152,3001.00m3 Kolom Beton Struktur 13/20 Site Mix adukan 1:2:3 ( 4f 13 + f6-150, 195 kg/m3 )1.000m3Beton site mix adukan 1:2:3= Rp.1,023,000195.000kgTulangan= Rp.4,036,5001.000m3Bekisting= Rp.2,214,700= Rp.7,274,2001.00m3 Kolom Beton Struktur 15/30 Site Mix adukan 1:2: 3 ( 6f 13 + f8-150, 190 kg/m3 )1.000m3Beton site mix adukan 1:2:3= Rp.1,023,000190.000kgTulangan= Rp.3,933,0001.000m3Bekisting= Rp.2,214,700= Rp.7,170,7001.00m3 Kolom Beton Struktur 15/30 ReadyMix K225 ( 6f 13 + f8-150, 190 kg/m3 )1.000m3Beton readymix K225= Rp.1,104,200190.000kgTulangan= Rp.3,933,0001.000m3Bekisting= Rp.2,214,700= Rp.7,251,9001.00m3 Balok Beton Struktur 15/30 Site Mix adukan 1:2:3 ( 4f 13 + f8-150, 145 kg/m3 )1.000m3Beton site mix adukan 1:2:3= Rp.1,023,000145.000kgTulangan= Rp.3,001,5001.000m3Bekisting= Rp.1,877,000= Rp.5,901,5001.00m3 Balok Beton Struktur 15/30 Ready Mix K225 ( 4f 13 + f8-150, 145 kg/m3 )1.000m3Beton readymix K225= Rp.1,104,200145.000kgTulangan= Rp.3,001,5001.000m3Bekisting= Rp.1,877,000= Rp.5,982,7001.00m3 Balok Beton Struktur 15/25 Site Mix adukan 1:2:3 ( 4f 13 + f8-150, 161 kg/m3 )1.000m3Beton site mix adukan 1:2:3= Rp.1,023,000161.000kgTulangan= Rp.3,332,7001.000m3Bekisting= Rp.1,877,000= Rp.6,232,7001.00m3 Balok Beton Struktur 15/25 Ready Mix K225 ( 4f 13 + f8-150, 161 kg/m3 )1.000m3Beton readymix K225= Rp.1,104,200161.000kgTulangan= Rp.3,332,7001.000m3Bekisti

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