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.3,332,7001.000m3Bekisting= Rp.1,877,000= Rp.6,313,9001.00m3 RingBalk Beton Struktur 15/20 Site Mix adukan 1:3:5 ( 4f 13 + f8-150, 192 kg/m3 )1.000m3Beton site mix adukan 1:3:5= Rp.919,000192.000kgTulangan= Rp.3,974,4001.000m3Bekisting= Rp.1,231,800= Rp.6,125,2001.00m3 Plat Beton t. 12 cm Site Mix adukan 1:2:3 ( f8-150 +f8-150, 92 kg/m3 )1.000m3Beton site mix adukan 1:2:3= Rp.1,023,00092.000kgTulangan= Rp.1,904,4001.000m3Bekisting= Rp.1,173,500= Rp.4,100,9001.00m3 Plat Beton t. 12 cm ReadyMix K225 ( f8-150 +f8-150, 92 kg/m3 )1.000m3Beton Readymix K225= Rp.1,104,20092.000kgTulangan= Rp.1,904,4001.000m3Bekisting= Rp.1,173,500= Rp.4,182,1001.00m3 Dak Beton t. 10 cm Site Mix adukan 1:2:3 ( f8-200 +f8-200, 83 kg/m3 )1.000m3Beton site mix adukan 1:2:3= Rp.1,023,00083.000kgTulangan= Rp.1,718,1001.000m3Bekisting= Rp.1,173,500= Rp.3,914,6001.00m3 Dak Beton t. 10 cm Ready Mix K225 ( f8-200 +f8-200, 83 kg/m3 )1.000m3Beton Readymix K225= Rp.1,104,20083.000kgTulangan= Rp.1,718,1001.000m3Bekisting= Rp.1,173,500= Rp.3,995,8001.00m3 Tangga Beton Site Mix adukan 1:2:3 ( 125 kg/m3 )1.000m3Beton site mix adukan 1:2:3= Rp.1,023,000125.000kgTulangan= Rp.2,587,5001.000m3Bekisting= Rp.1,939,300= Rp.5,549,8001.00m3 Tangga Beton Ready Mix K225 ( 125 kg/m3 )1.000m3Beton ready mix adukan K225= Rp.1,104,200125.000kgTulangan= Rp.2,587,5001.000m3Bekisting= Rp.1,939,300= Rp.5,631,000PEKERJAAN WATERPROOFING1.00m2 Waterproofing type CoatingBahan + upah :1.00m2waterproofing coating@ Rp.125,000= Rp.125,000Total= Rp.125,000Dibulatkan= Rp.125,0001.00m2 Waterproofing type MembraneBahan + upah :1.00m2waterproofing membrane@ Rp.225,000= Rp.225,000Total= Rp.225,000Dibulatkan= Rp.225,000PASANGAN BATU BATA1.00m2 Pasangan batu bata 1/2 campuran 1:5 ( bata merah biasa 180x90x40 )Bahan :85.00bhbatu bata Cikarang@ Rp.550= Rp.46,7500.215zakPC ( @ 50 kg )@ Rp.57,000= Rp.12,2550.043m3pasir pasang@ Rp.225,000= Rp.9,675= Rp.68,680Upah := Rp.35,000Total= Rp.103,680Dibulatkan= Rp.103,7001.00m2 Pasangan batu celcon tebal 10 cm spesie khususBahan :0.105m3Bata celcon@ Rp.1,100,000= Rp.115,5003.15kgMortar khusus ( @ 40 kg ) MU-380@ Rp.4,200= Rp.13,230Harga/m2= Rp.128,730Upah := Rp.25,000Total= Rp.153,730Dibulatkan= Rp.153,8001.00m2 Pasangan batu batacoBahan :15.000bhBataco@ Rp.5,000= Rp.75,0000.310zakPC ( @ 50 kg )@ Rp.57,000= Rp.17,6700.043m3pasir pasang@ Rp.225,000= Rp.9,675Harga/m2= Rp.102,345Upah := Rp.26,000Total= Rp.128,345Dibulatkan= Rp.129,0001.00m2 Pasangan batu alam susun sirihBahan :1.15m2batu alam susun sirih@ Rp.250,000= Rp.287,5000.35zakPC ( @ 50 kg )@ Rp.57,000= Rp.19,9500.05m3pasir pasang@ Rp.225,000= Rp.11,250= Rp.318,700Upah := Rp.75,000Total= Rp.393,700Dibulatkan= Rp.393,7001.00m2 Pasangan batu alam PalimananBahan :1.15m2batu alam palimanan jogja@ Rp.225,000= Rp.258,7500.35zakPC ( @ 50 kg )@ Rp.57,000= Rp.19,9500.05m3pasir pasang@ Rp.225,000= Rp.11,250= Rp.289,950Upah := Rp.75,000Total= Rp.364,950Dibulatkan= Rp.365,000PLESTERAN & ACIAN1.00m2 Plesteran tebal 20 mm campuran 1:5Bahan :0.173zakPC ( @ 50 kg )@ Rp.57,000= Rp.9,8800.030m3pasir pasang@ Rp.225,000= Rp.6,750= Rp.16,630Upah := Rp.25,000Total= Rp.41,630Dibulatkan= Rp.41,7001.00m2 Plesteran tebal 20 mm campuran 1:3Bahan :0.270zakPC ( @ 50 kg )@ Rp.57,000= Rp.15,3900.027m3pasir pasang@ Rp.225,000= Rp.6,075= Rp.21,465Upah := Rp.25,000Total= Rp.46,465Dibulatkan= Rp.46,5001.00m2 AcianBahan :0.112zakPC ( @ 50 kg )@ Rp.57,000= Rp.6,384Upah := Rp.15,000Total= Rp.21,384Dibulatkan= Rp.21,4001.00m2 Plesteran tebal 20 mm campuran 1:5 + Acian= Rp.63,1001.00m2 Plesteran tebal 20 mm campuran 1:3 + Acian= Rp.67,9001.00m2 Plesteran dak beton expose tebal 20 mm campuran 1:3Bahan :0.100zakPC ( @ 50 kg )@ Rp.57,000= Rp.5,7000.020m3pasir pasang@ Rp.225,000= Rp.4,500= Rp.10,200Upah := Rp.25,000Total= Rp.35,200Dibulatkan= Rp.35,2001.00m' Dinding profil, t.5 cmBahan :0.433zakPC ( @ 50 kg )@ Rp.57,000= Rp.24,7000.057m3pasir pasang@ Rp.225,000= Rp.12,750= Rp.37,450Upah := Rp.35,000Total= Rp.72,450Dibulatkan= Rp.72,5001.00m' Ban plester beton t.15 cmBahan :0.650zakPC ( @ 50 kg )@ Rp.57,000= Rp.37,0500.085m3pasir pasang@ Rp.225,000= Rp.19,125= Rp.56,175Upah := Rp.30,000Total= Rp.86,175Dibulatkan= Rp.86,200PEKERJAAN ATAP1.00m2 Atap genteng good year karang pilangBahan :20.00bhgenteng good year@ Rp.5,000= Rp.100,000= Rp.100,000Upah := Rp.25,000Total= Rp.125,000Dibulatkan= Rp.125,0001.00m' Pemasangan Lisplank KayuBahan :1.00m'papan lisplank@ Rp.75,000= Rp.75,0000.10kgpaku@ Rp.15,000= Rp.1,500= Rp.76,500Upah := Rp.50,000Total= Rp.126,500Dibulatkan= Rp.127,000PEKERJAAN ARSITEKTURPEKERJAAN FINISHING LANTAI1.00m2 Pasangan Lantai Keramik 60x60 cm ex IndogressBahan :1.080dusHomogenous tile 60x60 cm@ Rp.195,000= Rp.210,6000.266zakPC@ Rp.57,000= Rp.15,1620.053m3pasir pasang@ Rp.225,000= Rp.11,9250.250kgsemen warna@ Rp.15,000= Rp.3,750= Rp.241,437Upah := Rp.50,000Total= Rp.291,437Dibulatkan= Rp.291,5001.00m2 Pasangan Lantai Keramik 30x30 cmBahan :1.05dusubin Keramik 30x30 cm@ Rp.95,000= Rp.99,7500.266zakPC@ Rp.57,000= Rp.15,1620.053m3pasir pasang@ Rp.225,000= Rp.11,9250.250kgsemen grouting@ Rp.15,000= Rp.3,750= Rp.130,587Upah := Rp.35,000Total= Rp.165,587Dibulatkan= Rp.166,0001.00m2 Pasangan Dinding Keramik 30x30 cm IndogressBahan :0.96dusKeramik Indogress 30x30 cm@ Rp.155,000= Rp.148,8000.266zakPC@ Rp.57,000= Rp.15,1620.053m3pasir pasang@ Rp.225,000= Rp.11,9250.250kgsemen grouting@ Rp.15,000= Rp.3,750= Rp.179,637Upah := Rp.50,000Total= Rp.229,637Dibulatkan= Rp.229,7001.00m2 Pasangan Lantai keramik 50x50 cmBahan :0.972m2keramik 50x50 cm@ Rp.85,000= Rp.82,6390.300ZakPC@ Rp.32,500= Rp.9,7500.040m3pasir pasang@ Rp.125,000= Rp.5,0000.250kgsemen grouting@ Rp.9,000= Rp.2,250= Rp.99,639Upah := Rp.30,000Total= Rp.129,639Dibulatkan= Rp.129,7001.00m2 Pasangan Lantai keramik 40x40 cmBahan :0.972m2keramik 50x50@ Rp.118,000= Rp.114,7220.300ZakPC@ Rp.57,000= Rp.17,1000.040m3pasir pasang@ Rp.225,000= Rp.9,0000.250kgsemen grouting@ Rp.15,000= Rp.3,750= Rp.144,572Upah := Rp.45,000Total= Rp.189,572Dibulatkan= Rp.190,000Jakarta, 1 Desember 2014PT. ARGAS DILAGASayuti MoekriDirektur Utama

Besi KS Nov'97Besi KS Nov'97

CONTOH PERHITUNGAN VOLUMERUMUS PERHITUNGAN STRUKTURForm No. 002/QSBerat BesiDIVISI QSdia. 80.395kg/mdia. 100.617kg/mNo.URAIAN PEKERJAANVolumeSatuandia. 120.892kg/mRUMUSabcdhL ( Pjg )HASILdia. 131.040kg/mdia. 161.583kg/mPEKERJAAN PONDASIdia. 192.233kg/m1PONDASI BATU KALIa1/2 h x ( a + b ) x L- Type 10.400.700.7052.0020.02m3h- Type 20.200.500.5068.0011.90m3- Type 30.000.000.000.000.00m3Jumlah31.92m3b2PONDASI PLAT SETEMPATJml titikBeton( a*b*0,2+ c*d*h) x Jml titik- Type P11.201.200.300.301.5016.006.77m3- Type P21.001.000.150.402.300.000.00m3h- Type P30.800.800.150.352.300.000.00m3- Type P41.001.300.150.302.300.000.00m3- Type P50.900.900.150.352.300.000.00m3- Type P60.700.700.150.252.100.000.00m3Jumlah16.006.77m320 cmaBekisting(2*(a+b)*0,2+2*( c+d)*h) x Jml titik- Type P144.16m2- Type P20.00m2- Type P30.00m2- Type P40.00m2- Type P50.00m2d- Type P60.00m2bJumlah44.16m2kstycTulanganBerat Besipjg tuljarak tulbyk tulberat/kgJml titikdia. 80.395kg/m31,5006,646- Type P1dia. 100.617kg/mdi pending50,0006,757Tulangan Plat atasdia. 123.100.1516.000.8916.00707.63kgdia. 120.892kg/m58.9688888889batang71,0006,636Tulangan Plat bawahdia. 133.100.1516.001.0416.00825.34kgdia. 131.040kg/m68.7786666667batang82,5006,611Tulangan utama Kolomdia. 161.806.001.581.5016.00273.60kgdia. 161.583kg/m22.8batang126,0006,632Tulangan sengkang Kolomdia. 81.250.1510.000.401.5016.0079.00kgdia. 192.233kg/m6.5833333333batang180,0006,716Jumlah1,885.57kg541,0006- Type P2pjg tuljarak tulbyk tulberat/kgJml titikTulangan Plat atasdia. 122.700.1513.330.890.000.00kgTulangan Plat bawahdia. 132.700.1513.331.040.000.00kgTulangan utama Kolomdia. 132.606.001.042.300.000.00kgTulangan sengkang Kolomdia. 81.150.1515.330.402.300.000.00kgJumlah0.00kg- Type P3pjg tuljarak tulbyk tulberat/kgJml titikTulangan Plat atasdia. 102.300.1510.670.620.000.00kgTulangan Plat bawahdia. 122.300.1510.670.890.000.00kgTulangan utama Kolomdia. 132.608.000.892.300.000.00kgTulangan sengkang Kolomdia. 81.050.1515.330.402.300.000.00kgJumlah0.00kg- Type P4pjg tuljarak tulbyk tulberat/kgJml titikTulangan Plat atasdia. 103.000.1515.330.620.000.00kgTulangan Plat bawahdia. 122.300.1515.330.890.000.00kgTulangan utama Kolomdia. 132.604.000.892.300.000.00kgTulangan sengkang Kolomdia. 80.950.1515.330.402.300.000.00kgJumlah0.00kg- Type P5pjg tuljarak tulbyk tulberat/kgJml titikdia. 102.500.209.000.620.000.00kgdia. 122.500.209.000.890.000.00kgdia. 132.604.000.892.300.000.00kgdia. 81.050.2011.500.402.300.000.00kgJumlah0.00kg- Type P6pjg tuljarak tulbyk tulberat/kgJml titikdia. 102.100.207.000.620.000.00kgdia. 122.100.200.000.890.000.00kgdia.122.404.000.892.100.000.00kgdia. 80.850.2010.500.402.100.000.00kgJumlah0.00kgTotal1,885.57kg+ Waste 5%1,979.85kg3GALIAN PONDASIGalian Pondasi Batu Kalia'b'a' = b + 20 cm1/2 x h' x ( a' + b' ) x L- Type 10.900.800.9052.0039.78m3- Type 20.700.600.7068.0030.94m3h- Type 30.200.100.000.000.00m3Jumlah70.72m3b' = b + 10 cmGalian Pondasi Plat Setempata'a'b'Jml titika x b x h x Jumlahh = kedalaman- Type P11.401.401.8516.0058.02m3- Type P21.201.202.650.000.00m3- Type P31.001.002.650.000.00m3- Type P41.201.502.650.000.00m3- Type P51.101.102.650.000.00m3- Type P60.900.902.450.000.00m3Jumlah58.02m3b' = panjang4PASANGAN BATU KOSONG, TEBAL15 CMb' x L x 0,2b'Tidak pakai15 cm- Type 10.800.1552.006.24m3- Type 20.600.1568.006.12m3b' = b + 10 cm- Type 30.100.150.000.00m3Jumlah12.36m32PASIR URUG BAWAH PONDASI BATU KALI, TEBAL 7 CMb' x L x 0,07- Type 10.800.0752.002.91m37 cm- Type 20.600.0768.002.86m3- Type 30.100.070.000.00m3b' = b + 10 cmJumlah5.77m3Pasir Urug di bawah Pondasi Plat Setempata x b x 0,1 x Jumlaha'b'- Type P11.401.400.0716.002.20m3- Type P21.201.200.070.000.00m3- Type P31.001.000.070.000.00m3- Type P41.201.500.070.000.00m3- Type P51.101.100.070.000.00m3- Type P60.900.900.070.000.00m3Jumlah2.20m3tebalLuasPasir Urug di bawah rabat beton lantai dasarLuas lantai dasar x tebal0.07256.0017.92m3panjanglebarPasir Urug di bawah sloofPanjang sloof x lebar sloof x tebal urugan0.05104.000.3031.201.56m33RABAT BETON DI BAWAH FINISHING LANTAILuas lantai dasar x tebal0.07256.0017.92m34LANTAI KERJA DI BAWAH PONDASI PLAT SETEMPAT, t. 5 cma'b'a x b x 0,05 x Jumlah5 cm- Type P11.401.400.0516.001.57m3a'- Type P21.201.200.050.000.00m3a'- Type P31.001.000.050.000.00m3a'- Type P41.201.500.050.000.00m3- Type P51.101.100.050.000.00m3- Type P60.900.900.050.000.00m3b'Jumlah1.57m3panjanglebarLantai kerja di bawah sloofPanjang sloof x lebar sloof x tebal urugan0.05104.000.3031.201.56m35URUGAN TANAH KEMBALI BEKAS GALIANPondasi Batu Kali= Vol. Galian - ( Vol. Pondasi + Bt. kosong + Psr. Urug )20.67m3Pondasi Plat Setempat= Vol. Galian - ( Vol. Pondasi + Psr. Urug + Lt. Kerja )47.48m3Jumlah68.16m36BUANG TANAH BEKAS GALIAN= Vol. Galian - Vol. UruganPondasi Batu Kali0.00m3Pondasi Plat Setempat0.00m3Jumlah0.00m37SLOOFaa x b x L- Beton- Type 1a0.200.401.00104.008.32m3b- Type 1b0.150.351.000.000.00m3- Type 20.150.301.000.000.00m3- Type 30.150.301.000.000.00m3- Type 4 (pagar)0.150.251.000.000.00m3- Type 50.150.301.000.000.00m3- Type 60.150.201.000.000.00m3Jumlah104.008.32m3- Bekisting2 x b x L- Type 1a83.20m2- Type 1b0.00m2- Type 20.00m2- Type 30.00m2- Type 4 (pagar)0.00m2- Type 50.00m2- Type 60.00m2Jumlah83.20m2- Tulangan- Type 1apjg/ringjarak tulbyk tulberat/kgpjg totalBerat BesiTulangan utamadia. 136.001.04104.00648.96kgdia. 80.395kg/m54.08batangTulangan sengkangdia. 81.200.15693.330.40328.64kgdia. 100.617kg/m27.3866666667batangJumlah977.60kgdia. 120.892kg/mdia. 131.040kg/m- Type 1bpjg/ringjarak tulbyk tulberat/kgpjg totaldia. 161.583kg/mTulangan utamadia. 134.001.040.000.00kgdia. 192.233kg/mTulangan sengkangdia. 81.000.150.000.400.00kgJumlah0.00kg- Type 2pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 124.000.890.000.00kgTulangan sengkangdia. 80.900.150.000.400.00kgJumlah0.00kg- Type 3pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 134.001.040.000.00kgTulangan sengkangdia. 80.900.150.000.400.00kgJumlah0.00kg- Type 4 (pagar)pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 124.000.890.000.00kgTulangan sengkangdia. 80.800.200.000.400.00kgJumlah0.00kg- Type 5pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 124.000.890.000.00kgTulangan sengkangdia. 80.900.150.000.400.00kgJumlah0.00kg- Type 6pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 104.000.620.000.00kgTulangan sengkangdia. 80.700.150.000.400.00kgJumlah0.00kgTotal977.60kg+ Waste 5%1,026.48kg123.375pjglebarluastinggiVolume8Peninggian tanah sesuai peil rencana- area 10.000.00335.000.000.00m3- area 20.000.000.000.000.00m3- area 30.000.000.000.000.00m3Jumlah0.00m3PEKERJAAN STRUKTUR BETON LANTAI DASARpjglebarluas1PEMADATAN LANTAI DASAR- area 10.000.000.00m2- area 20.000.000.00m2- area 30.000.000.00m2- area 40.000.000.00m2Jumlah0.00m22RABAT BETON, t. 5 cmLuas lantai dasar x tebaltebal- area 10.000.000.050.00m3- area 20.000.000.050.00m3- area 30.000.000.050.00m3- area 30.000.000.050.00m3Jumlah0.00m31KOLOM STRUKTURa x b x h x byk klmpjglebartinggibyk klmBerat Besi- Betona- Type K10.300.303.6016.005.18m3dia. 80.395kg/m30.4batang- Type K20.250.253.602.000.45m3dia. 80.395kg/m0batang- Type KP10.150.153.6012.000.97m3dia. 100.617kg/m15.168batangb- Type KP20.100.103.000.000.00m3dia. 131.040kg/m- Type KP30.100.102.000.000.00m3dia. 161.583kg/mJumlah6.61m3dia. 192.233kg/m- Bekisting2 (a+b) x h x byk klm- Type K169.12m2- Type K27.20m2- Type KP112.96m2- Type KP20.00m2- Type KP30.00m2Jumlah89.28m2- Tulangan- Type K1pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan utamadia. 164.001.583.6016.00364.80kgTulangan tengahdia. 162.001.583.6016.00182.40kgTulangan sengkangdia. 81.200.1524.000.40182.02kgJumlah729.22kg140.6666666667- Type K2pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan utamadia. 164.001.583.602.0045.60kgTulangan tengahdia. 164.001.583.602.0045.60kgTulangan sengkangdia. 81.000.1524.000.4018.96kgJumlah110.16kg244.8- Type KP1pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan utamadia. 104.000.623.6012.00106.56kgTulangan sengkangdia. 80.600.1524.000.4068.26kgJumlah174.82kg- Type KP2pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan utamadia. 104.000.623.000.000.00kgTulangan sengkangdia. 80.400.1520.000.400.00kgJumlah0.00kg- Type KP3pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan utamadia. 104.000.622.000.000.00kgTulangan sengkangdia. 80.400.2010.000.400.00kgJumlah0.00kgTotal1,014.19kg+ Waste 5%1,064.90kg161.20217983652BALOK Plat dak / RINGBALKa x b x LBerat Besi- Beton- Type RB10.200.40104.008.32m3dia. 80.395kg/m14- Type RB20.150.1518.860.42m3dia. 100.617kg/m- Type RB30.120.1243.000.62m3dia. 120.892kg/m20Jumlah9.36m3dia. 192.233kg/m- Bekisting2 x b x L- Type RB1 & RB283.20m2- Type RB25.66m2- Type RB310.32m2Jumlah99.18m2- TulanganTulangan utama- Type RB1pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan sengkangdia. 124.000.89104.00370.93kgdia. 81.200.20520.000.000.00kgJumlah370.93kgTulangan utama- Type RB2pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan sengkangdia. 124.000.8918.8667.26kgdia. 80.600.2575.430.000.00kgJumlah67.26kgTulangan utama- Type RB3pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan sengkangdia. 124.000.8943.00153.37kgdia. 80.480.25172.000.4032.61kgJumlah185.98kgTotal624.17kg+ Waste 5%655.38kg2Beton tangga Utamalebar trappjglbrtinggi traplbr traptebaljml trap- BetontebalPlat tangga + bordes12.001.100.151.98m3tinggi trapTrap tangga0.150.3019.000.47m3Jumlah2.45m3- BekistingPenutup plat bawah13.20m219.0476190476Penutup plat samping3.60m2Penutup trap tangga6.27m2Jumlah23.07m2- TulanganPlat tangga247.50kg20.625batangtrap tangga58.78kg4.8984375batangJumlah306.28kgBeton tangga servislebar trappjglbrtinggi traplbr traptebaljml trap- BetontebalPlat tangga + bordes9.000.600.150.81m3tinggi trapTrap tangga0.150.3019.000.26m3Jumlah1.07m3- BekistingPenutup plat bawah5.40m219.0476190476Penutup plat samping2.70m2Penutup trap tangga3.42m2Jumlah11.52m2- TulanganPlat tangga101.25kg8.4375batangtrap tangga32.06kg2.671875batangJumlah133.31kg3BETON MEJA DAPUR & WASTAFEL, t. 10 cmpjglebartebal- BetonPlat = a x b x 0,19.500.600.000.00m3abalok praktis = a x b x L0.140.200.000.00m3bJumlah0.00m3Berat Besidia. 80.395kg/mdia. 100.617kg/mdia. 120.892kg/m- BekistingPlat = 2(a+b) x 0,1 + ab5.70m2dia. 131.040kg/mBalok praktis=2bxL0.00m2dia. 161.583kg/mJumlah5.70m2dia. 192.233kg/m- Tulanganpjg/ringjarak tulbyk tulberat/kgdia. 80.395kg/mTulangan atas plat, dia. 89.800.106.000.4023.23kg1.9355batangdia. 100.617kg/mTulangan bawah plat, dia. 80.900.1095.000.4033.77kg2.814375batangTulngn utama balok, dia. 109.504.000.6223.43kg1.9527777778batangTulngn sengkang balok, dia.80.530.2047.500.409.94kg0.8286770833batangJumlah90.38kg+ Waste 5%94.89kg4BETON MEJA WASTAFEL, t. 10 cm lt.2pjglebartebal- Betona x b x 0,12.000.600.000.00m3aJumlah0.00m3- Bekisting2(a+b) x 0,1 + ab1.20m2Jumlah1.20m2- Tulanganpjg/ringjarak tulbyk tulberat/kgdia. 80.395kg/mTulangan atas plat, dia. 82.300.106.000.405.45kgdia. 100.617kg/mTulangan bawah plat, dia. 80.900.1020.000.407.11kgJumlah12.56kg+ Waste 5%13.19kg3CANOPY , t. 10 cmapjglebarluastebal- Betona x b x 0,12- Luas 1, teras6.206.000.000.100.00m3b- Luas 2(1.50)1.700.000.109.000.00m3Jumlah0.000.00m3- BekistingTotal Luas + pjg kelilingx0,15pjg kellg0.0056.308.45m2Jumlah8.45m2- Tulanganberat/kgjml lapisjarak tultebal platberat jenis tul x jml lapisanjarak tul x tebal platdia. 80.395kg/mTulangan atas0.402.000.200.1039.50kg3.2916666667batangdia. 80.395kg/mTulangan bawah0.402.000.200.1039.50kg3.2916666667batangberat tulangan/m379.00kgWaste 10%7.90kgjumlah berat tulangan/m386.90kgTotal berat = total volume beton x berat tulangan/m30.00kgPEKERJAAN STRUKTUR BETON LANTAI 2Berat Besidia. 80.395kg/m1BALOK BETONa x b x Ldia. 100.617kg/m- Type B10.150.4071.054.26m3dia. 120.892kg/ma- Type B20.150.2519.800.74m3dia. 131.040kg/m- Beton- Type B30.150.2014.250.43m3dia. 161.583kg/m- Type B40.150.250.000.00m3dia. 192.233kg/m- Type B50.150.250.000.00m3- Type B60.200.500.000.00m3- Type B70.150.250.000.00m3Jumlah105.105.43m32 x b x L- Bekisting- Type B156.84m2- Type B29.90m2- Type B35.70m2- Type B40.00m2- Type B50.00m2- Type B60.00m2- Type B70.00m2Jumlah72.44m2- Type B1pjg/ringjarak tulbyk tulberat/kgpjg total- TulanganTulangan utamadia. 134.001.0471.05295.57kgTulangan tengahdia. 136.001.0471.05443.35kgTulangan sengkangdia. 81.100.15473.670.40205.81kgJumlah944.73kg221.6111111111- Type B2pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 136.001.0419.80123.55kgTulangan sengkangdia. 80.800.15132.000.4041.71kgJumlah165.26kg- Type B3pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 124.000.8914.2550.83kgTulangan sengkangdia. 80.700.1595.000.4026.27kgJumlah77.09kg- Type B4pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 134.001.040.000.00kgTulangan sengkangdia. 80.800.200.000.400.00kgJumlah0.00kg- Type B5pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 134.001.040.000.00kgTulangan sengkangdia. 80.800.200.000.400.00kgJumlah0.00kg- Type B6pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 164.001.580.000.00kgTulangan sengkangdia. 81.400.150.000.400.00kgJumlah0.00kg- Type B7pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 124.000.890.000.00kgTulangan sengkangdia. 80.800.150.000.400.00kgJumlah0.00kgTotal1,187.08kg+ Waste 5%1,246.44kg229.42000736242KOLOM STRUKTURBerat Besia x b x h x byk klmpjglebartinggibyk klmdia. 80.395kg/m8.8746666667batang- Type K40.150.253.208.000.96m3dia. 100.617kg/m4.4942222222batang- Betona- Type K50.150.203.200.000.00m3dia. 120.892kg/m- Type KP10.150.153.207.000.50m3dia. 131.040kg/mbJumlah1.46m3dia. 161.583kg/mdia. 192.233kg/m2 (a+b) x h x byk klm- Bekisting- Type K420.48m2- Type K50.00m2- Type KP16.72m2Jumlah27.20m2- TulanganTulangan utama- Type K4pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan sengkangdia. 134.001.043.208.00106.50kgdia. 80.800.1521.330.4053.93kgJumlah160.43kg167.1111111111Tulangan utama- Type K5pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan sengkangdia. 134.001.043.200.000.00kgdia. 80.700.1521.330.400.00kgJumlah0.00kg0Tulangan utama- Type KP1pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan sengkangdia. 104.000.623.207.0055.25kgdia. 80.600.2016.000.4026.54kgJumlah81.80kg162.2962962963Total242.22kg+ Waste 5%254.34kg3KOLOM PRAKTISa x b x h x byk klmpjglebartinggibyk klm- Beton12- Type Kp0.120.123.3525.001.21m32b x h x byk klm- Bekisting12- Type Kp21.78m2- TulanganTulangan utama- Type Kppjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan sengkangdia. 104.000.003.3525.000.00kgdia. 80.480.2016.750.000.00kgJumlah0.00kg+ Waste 10%0.00kg3PLAT BETON, t. 12 cmBerat Besi- Betonapjglebarluastebaldia. 80.395kg/ma x b x 0,12dia. 100.617kg/ma- Luas 113.004.0052.000.126.24m3dia. 120.892kg/m- Luas 213.004.0052.000.126.24m3dia. 131.040kg/m- Luas 313.004.0052.000.126.24m3dia. 161.583kg/m- Luas 413.004.0052.000.126.24m3dia. 192.233kg/mb- Luas 30.000.000.000.120.00m3- Luas 40.000.000.000.120.00m3Jumlah208.0024.96m3- BekistingTotal Luas + pjg kelilingx0,15pjg kellg416.000.00416.00m2Jumlah416.00m2- Tulanganberat/kgjml lapisjarak tultebal platberat jenis tul x jml lapisanjarak tul x tebal platdia. 100.395kg/mTulangan atas0.622.000.200.1251.39kgdia. 100.395kg/mTulangan bawah0.622.000.200.1251.39kgberat tulangan/m3102.78kgWaste 5%5.14kgjumlah berat tulangan/m3107.92kgTotal berat = total volume beton x berat tulangan/m32,693.60kg5a- Betonpjglebartebala x b x 0,10.000.000.100.00m3Jumlah0.00m3- Bekisting2(a+b) x 0,1 + ab0.00m2Jumlah0.00m2- Tulangandia. 80.395kg/mpjg/ringjarak tulbyk tulberat/kgdia. 100.617kg/mTulangan atas plat, dia. 80.300.100.000.400.00kgTulangan bawah plat, dia. 80.300.100.000.400.00kgJumlah0.00kgWaste 10%0.00kgPEKERJAAN STRUKTUR BETON DAK ATAP3PEKERJAAN WATERPROOFINGLuas = pjg x lebar+2*0,2*(pjg+lbr)pjglbr1Waterproofing lantai Toilet Lt. Atas- Luas toilet 11.502.004.40m2- Luas toilet 20.000.000.00m2Jumlah4.40m22Waterproofing kanopi- Luas kanopy0.000.000.00m2- Luas ?0.000.000.00m2- Luas ?0.000.000.00m2Jumlah0.00m23Waterproofing dak atap- Luas keseluruhan0.000.00208.00m2- Luas ?0.000.000.00m2- Luas ?0.000.000.00m2Jumlah208.00m24Waterproofing nok genteng7.25m'5Waterproofing dinding samping & belakang- Luas Samping Kanan0.000.000.00m240.8- Luas Belakang0.000.000.00m29.5Jumlah0.00m26Screed pelindng waterproofing dak beton tebal 3 cm208.00m2PEKERJAAN DINDINGLANTAI DASAR1Pasangan bata trassrampjg- setinggi 20 cm pada dinding biasaPjg x 0.20.000.00m2- setinggi 80 cm pada dinding toiletPjg x 0.80.000.00m2Jumlah0.00m22Pasangan bata biasa 1/2 batutinggi x pjg - Vol. pintu & jendelatinggipjg- Panjang Keseluruhan3.4076.00258.40m2- Luas 1 ( atas kusen )0.000.000.00m2- Luas 2 ( pagar samping canopy )0.000.000.00m2- Luas 3 ( pagar taman belakang)0.000.000.00m2- Luas 4 ( carport belakang )0.000.000.00m2- Luas 5 ( security )0.000.000.00m2Jumlah 1258.40m219380Vol pintu & jendelalebartinggijmlLuas- Pintukm/wc0.802.102.003.36m2r. lain0.902.102.003.78m2pintu double1.802.102.007.56m2- Jendela1.502.006.0018.00m20.600.602.000.72m21.601.600.000.00m21.201.300.000.00m2- Trassram0.00m2Jumlah 233.42m2Luas Total = Jumlah 1 - Jumlah 2224.98m23Plesteran + acian trassramLuas trassram x 20.00m24Plesteran + acian bata biasaLuas bata biasa x 2449.96m25Opening pintu & jendela/balok lintellebartinggijml- Pintukm/wc0.802.100.000.00m'r. lain0.902.100.000.00m'pintu double1.600.000.00m'pintu taman3.502.300.000.00m'- Jendela1.006.000.000.00m'0.600.600.000.00m'1.802.300.000.00m'1.201.300.000.00m'1.202.300.000.00m'0.00m'PEKERJAAN KUSEN PINTU & JENDELA1Kusen pintu dan jendela lantai dasar- Kusen Pintu( Pjg + 0,1x2 ) x 0,06x0,12PjgVolume- Type P1 ( pintu double )0.000.00m3- Type P2a ( r.tidur )0.000.00m3- Type P2b ( kost )0.000.00m3- Type P3 ( area service )0.000.00m3- Type P4 ( km/wc )0.000.00m3- Type P5 ( Taman )0.000.00m3Jumlah 10.000.01m3- Kusen Jendela( Pjg + 0,1x4 ) x 0,06x0,12- Type J10.000.00m3- Type J20.000.00m3- Type J30.000.00m3- Type J40.000.00m3- Type J50.000.00m3Jumlah 20.000.01m3Volume Total = Jumlah 1 + Jumlah 20.000.02m32Kusen pintu dan jendela lantai atas- Kusen Pintu( Pjg + 0,1x2 ) x 0,06x0,12PjgVolume- Type P1 ( pintu double )0.000.00m3- Type P2a ( r.tidur )0.000.00m3- Type P2b ( kost )0.000.00m3- Type P3 ( area service )0.000.00m3- Type P4 ( km/wc )0.000.00m3Jumlah 10.000.01m3- Kusen Jendela( Pjg + 0,1x4 ) x 0,06x0,15- Type J30.000.00m3- Type J50.000.00m3- Type J60.000.00m3- Type J70.000.00m3Jumlah 20.000.01m3Volume Total = Jumlah 1 + Jumlah 20.000.02m3PEKERJAAN ATAPLuas atap datar ( m2 )pjglbra1Luas AtapCosinus sudut atap ( Cos a )- Luas 116.008.0036158.22m2- Luas 20.000.00360.00m2- Luas 30.000.00360.00m2- Luas 40.000.00360.00m2- Luas 50.000.00200.00m2Jumlah158.22m2a 350a 450Kuda-kuda bentang 4 m, a 350 dan 450balok 8/150.14360.1668m3Kuda-kuda bentang 5 m, a 350 dan 450balok 8/150.22400.2472m3Kuda-kuda bentang 6 m, a 350 dan 450balok 8/150.22720.3168m3Kuda-kuda bentang 8 m, a 350 dan 450balok 8/160.44740.5008m3Kuda-kuda bentang 10 m, a 350 dan 450balok 8/160.63230.6848m3Kuda-kuda bentang 12 m, a 350balok 8/18 + 10/181.1340m3Kuda-kuda bentang 14 m, a 350balok 8/18 + 10/181.4256m3bentangjmlpjg8/12Gording 8/12, jarak @ 150 cm0.001.0029.500.010.2832m3PEKERJAAN PLAFONDLantai DasarLuas = pjg x lebarpjglbr1Plafond gypsum + rangka- Luas 1 R. Praktek0.000.000.00m2- Luas 2 Teras depan0.000.000.00m2- Luas 3 Tangga0.000.000.00m2Jumlah0.00m22Plafond calsiboard + rangka ( Teras & Toilet )Luas = pjg x lebarpjglbr- Luas0.000.000.00m2- Luas0.000.000.00m2- Luas0.000.000.00m2- Luas0.000.000.00m2Jumlah0.00m23Drop ceilingPjg Keliling = 2x( pjg + lebar )pjglbr- Panjang 10.000.000.00m'- Panjang 20.000.000.00m'- Panjang 30.000.000.00m'Jumlah0.00m'4List profil plafondPjg Keliling = 2x( pjg + lebar )pjglbr- Panjang 1 - R. Makan & Keluarga0.000.000.00m'- Panjang 2 - Teras depan0.000.000.00m'0.000.000.00m'- Panjang 3 -Toilet0.000.000.00m'- Panjang 4 -Dapur0.000.000.00m'Jumlah0.00m'Luas = pjg x lebarpjglbr5Plafond beton exposed- Luas Garasi & T. Tidur0.000.000.00m2- Toilet0.000.000.00m20.000.000.00m2Jumlah0.00m2Lantai AtasLuas = pjg x lebarpjglbr1Plafond gypsum + rangka- Luas 10.000.000.00m2- Luas 2 void0.000.000.00m2Jumlah0.00m22Plafond calsiboard + rangka ( Teras & Toilet )Luas = pjg x lebarpjglbr- Luas 1 - Toilet0.000.000.00m2- Luas 2 - Teras depan0.000.000.00m2- Luas 3 - Teras belakang0.000.000.00m2- Luas 40.000.000.00m2Jumlah0.00m23Drop ceilingPjg Keliling = 2x( pjg + lebar )pjglbr- Panjang 1 - R. Tangga0.000.000.00m'- Panjang 2 - R. Tidur 10.000.000.00m'- Panjang 3 - R. Tidur utama0.000.000.00m'- Panjang 4 - R. Makan0.000.000.00m'Jumlah0.00m'4List profil plafondPjg Keliling = 2x( pjg + lebar )pjglbr- Panjang 1 - R. Tidur 10.000.000.00m'- Panjang 2 - R. Tidur utama0.000.000.00m'- Panjang 3 - Toilet0.000.0020.00m'- Panjang 4 - R. Tangga0.000.000.00m'- Panjang 5 - R. Tidur 20.000.000.00m'- Panjang 6 - Balkon0.000.000.00m'Jumlah0.00m'PAGAR DEPAN1PONDASI BATU KALIa1/2 h x ( a + b ) x L- Type 10.300.600.606.501.76m3h- Type 20.000.000.000.000.00m3- Type 30.000.000.000.000.00m3Berat BesiJumlah1.76m3dia. 80.395kg/mbdia. 100.617kg/mdia. 120.892kg/mdia. 131.040kg/m2PONDASI PLAT SETEMPATJml titikdia. 161.583kg/mBeton( a*b*0,2+ c*d*h) x Jml titikdia. 192.233kg/m- Type 10.000.000.000.000.000.000.00m3- Type 20.000.000.000.000.000.000.00m3h- Type 30.000.000.000.000.000.000.00m3Jumlah0.00m320 cmaBekisting(2*(a+b)*0,2+2*( c+d)*h) x Jml titik- Type 10.00m2- Type 20.00m2- Type 30.00m2dbJumlah0.00m2cTulanganpjg tuljarak tulbyk tulberat/kgJml titik- Type 1Tulangan Plat atasdia. 130.700.150.001.040.000.00kgTulangan Plat bawahdia. 160.700.150.001.580.000.00kgTulangan utama Kolomdia. .0.300.150.000.000.000.000.00kgTulangan sengkang Kolomdia. .0.050.150.000.000.000.000.00kgJumlah0.00kg- Type 2pjg tuljarak tulbyk tulberat/kgJml titikTulangan Plat atasdia. 130.700.150.001.040.000.00kgTulangan Plat bawahdia. 160.700.150.001.580.000.00kgTulangan utama Kolomdia. .0.300.150.000.000.000.000.00kgTulangan sengkang Kolomdia. .0.050.150.000.000.000.000.00kgJumlah0.00kg- Type 3pjg tuljarak tulbyk tulberat/kgJml titikTulangan Plat atasdia. 130.700.150.001.040.000.00kgTulangan Plat bawahdia. 160.700.150.001.580.000.00kgTulangan utama Kolomdia. .0.300.150.000.000.000.000.00kgTulangan sengkang Kolomdia. .0.050.150.000.000.000.000.00kgJumlah0.00kgTotal0.00kg+ Waste 10%0.00kg3GALIAN PONDASIGalian Pondasi Batu Kalia'b'a' = b + 20 cm1/2 x h' x ( a' + b' ) x L- Type 10.800.700.706.503.41m3- Type 20.200.100.000.000.00m3h- Type 30.200.100.000.000.00m3Jumlah3.41m3b' = b + 10 cmGalian Pondasi Plat Setempata'a'b'Jml titika x b x h x Jumlahh = kedalaman- Type 10.200.200.000.000.00m3- Type 20.200.200.000.000.00m3- Type 30.200.200.000.000.00m3Jumlah0.00m3b' = panjang4PASANGAN BATU KOSONG, TEBAL 20 CMb' x L x 0,2b'20 cm- Type 10.700.006.500.00m3- Type 20.100.200.000.00m3b' = b + 10 cm- Type 30.100.200.000.00m3Jumlah0.00m35PASIR URUG BAWAH PONDASI, TEBAL 10 CMPasir Urug di bawah Pondasi Batu Kalib' x L x 0,1- Type 10.700.106.500.46m310 cm- Type 20.100.100.000.00m3- Type 30.100.100.000.00m3b' = b + 10 cmJumlah0.46m3Pasir Urug di bawah Pondasi Plat Setempata x b x 0,1 x Jumlaha'b'- Type 10.200.200.100.000.00m3- Type 20.200.200.100.000.00m3- Type 30.200.200.100.000.00m3Jumlah0.00m36LANTAI KERJA DI BAWAH PONDASI PLAT SETEMPAT, t. 5 cma'b'5 cma x b x 0,05 x Jumlah- Type 10.200.200.050.000.00m3a'- Type 20.200.200.050.000.00m3- Type 30.200.200.050.000.00m3Jumlah0.00m3b'7URUGAN TANAH KEMBALI BEKAS GALIANPondasi Batu Kali= Vol. Galian - ( Vol. Pondasi + Bt. kosong + Psr. Urug )1.20m3Pondasi Plat Setempat= Vol. Galian - ( Vol. Pondasi + Psr. Urug + Lt. Kerja )0.00m3Jumlah1.20m38BUANG TANAH BEKAS GALIANPondasi Batu Kali= Vol. Galian - Vol. Urugan2.21m3Pondasi Plat Setempat0.00m3Jumlah2.21m3Berat Besidia. 80.395kg/madia. 100.617kg/m9SLOOFa x b x Ldia. 120.892kg/m- Beton- Type 10.150.306.500.29m3dia. 131.040kg/mb- Type 20.000.000.000.00m3dia. 161.583kg/m- Type 30.000.000.000.00m3dia. 192.233kg/mJumlah0.29m3- Bekisting2 x b x L- Type 13.90m2- Type 20.00m2- Type 30.00m2Jumlah3.90m2- Tulangan- Type 1pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia.134.001.046.5027.04kgTulangan sengkangdia. 80.900.1543.330.4015.41kgJumlah42.45kg- Type 2pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. .0.000.000.000.00kgTulangan sengkangdia. .0.000.000.000.000.00kgJumlah0.00kg- Type 3pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. .0.000.000.000.00kgTulangan sengkangdia. .0.000.000.000.000.00kgJumlah0.00kgBerat BesiTotal42.45kgdia. 80.395kg/m+ Waste 10%46.69kgdia. 100.617kg/mdia. 120.892kg/madia. 131.040kg/m10KOLOM STRUKTURa x b x h x byk klmpjglebartinggibyk klmdia. 161.583kg/m- Beton- Type K10.000.000.000.000.00m3dia. 192.233kg/mb- Type K20.000.000.000.000.00m3- Type K30.000.000.000.000.00m3Jumlah0.00m3- Bekisting2 (a+b) x h x byk klm- Type K10.00m2- Type K20.00m2- Type K30.00m2Jumlah0.00m2- Tulangan- Type K1pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan utamadia. .0.000.000.000.000.00kgTulangan sengkangdia. .0.000.000.000.000.00kgJumlah0.00kg- Type K2pjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan utamadia. .0.000.000.000.000.00kgBerat BesiTulangan sengkangdia. .0.000.000.000.000.00kgdia. 80.395kg/mJumlah0.00kgdia. 100.617kg/mdia. 120.892kg/m- Type K3pjg/ringjarak tulbyk tulberat/kgtinggibyk klmdia. 131.040kg/mTulangan utamadia. .0.000.000.000.000.00kgTulangan sengkangdia. .0.000.000.000.000.00kgdia. 161.583kg/mJumlah0.00kgTotal0.00kg+ Waste 10%0.00kg1311KOLOM PRAKTISa x b x h x byk klmpjglebartinggibyk klm- Beton- Type Kp0.130.132.006.000.20m3132b x h x byk klm- Bekisting- Type Kp3.12m2- Tulangan- Type Kppjg/ringjarak tulbyk tulberat/kgtinggibyk klmTulangan utamadia. 104.000.622.006.0029.60kgTulangan sengkangdia. 80.520.1513.330.4016.43kgJumlah46.03kg+ Waste 10%50.64kg12PASANGAN DINDING BATA BIASAtinggi x pjgtinggipjg- Luas 12.003.006.00m2- Luas 20.506.303.15m2- Luas 30.000.000.00m2Berat BesiJumlah9.15m2dia. 80.395kg/m13PLESTERAN & ACIANLuas bata biasa x 218.30m2dia. 100.617kg/mdia. 120.892kg/mdia. 131.040kg/m14BALOK PRAKTIS / RINGBALKadia. 161.583kg/ma x b x Ldia. 192.233kg/m- Beton- Type 10.150.206.300.19m3b- Type 20.000.000.000.00m3- Type 30.000.000.000.00m3Jumlah0.19m3- Bekisting2 x b x L- Type 12.52m2- Type 20.00m2- Type 30.00m2Jumlah2.52m2- Tulangan- Type 1pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. 104.000.626.3015.54kgTulangan sengkangdia. 80.700.1542.000.4011.61kgJumlah27.15kg- Type 2pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. .0.000.000.000.00kgTulangan sengkangdia. .0.000.000.000.000.00kgJumlah0.00kg- Type 3pjg/ringjarak tulbyk tulberat/kgpjg totalTulangan utamadia. .0.000.000.000.00kgTulangan sengkangdia. .0.000.000.000.000.00kgJumlah0.00kgTotal27.15kg+ Waste 10%29.87kgPEKERJAAN PLUMBING1Pipa air kotor padat dia. 4"- Lt. Dasar40.00- Lt. Atas7.50- Pipa turun20.0067.50m'2Pipa air bekas/ hujan ( saluran ) dia. 4"20.0020.00m'3Pipa air bekas buangan dia. 3"- Lt. Dasar60.20- Lt. Atas18.85- Pipa turun20.0099.05m'4Pipa air bekas buangan dia. 6"0.000.00m'5Pipa air hujan dia. 3"- Lt. Atas17.50- pipa turun30.0047.50m'6Pipa air hujan dia. 6"0.000.00m'7Pipa air bersih dia. 1"- Lt. Dasar69.00- Lt Atas40.50- Taman15.00- pipa turun21.00145.50m'8Pipa air bersih dia. 3/4"- pipa naik ke kran69.0069.00m'MENENTUKAN KAPASITAS AC ( pk )Ukuran ruangpjglebarwattPanjang x lebar Ruang x 500r. tidur utama4.004.501.00PK17959000r. santai tidur utama4.202.500.58PK0.5390bed room lt.13.003.000.50PK0.5390bed room bari lt.13.254.000.72PK0.75570bed room 1, lt.24.205.001.17PK1795bed room 2, lt.24.204.751.11PK1795Asuransi jamsostek = 0.2/1000 x nilai kontrak3735

DAFTAR HARGA BAHAN,UPAH,ALATDAFTAR HARGA BAHANNOJENIS BAHANSATHRG SATUAN1Multipleks 12 mmlbr$202,8002Cat duluxkg$68,9003Tripleks 3 mmlbr$125,0004Gpysum Board 12 mm Ex Jaya Boardlbr$88,4005Gpysum Board 9 mm Ex Jaya Boardlbr$68,2506HPL Ex artfoamlbr$165,0007Hollow 4x4, t = 0,8 mmbtg$63,3108Hollow 4x4, t = 0,4 mmbtg$32,5009Hollow 2x4, t = 0,8 mmbtg$104,00010Hollow 2x4, t = 0,4 mmbtg$26,00011Kaca Temperd 12 mmm$598,00012Kaca Temperd 8 mmm$338,00013Lakban Gypsumrol$9,10014Lemkg$26,00015Cornice Compoundkg$3,90016Paku Betondus$39,00017Allumunium 4 " Silverm'$156,00018Sanblastingm2$130,00019assesories Lengkap + Handle ex. Kend (pintu kaca)set$5,179,20020assesories Lengkap + Handle ex. Kend (pintu kayu)set$2,233,40021Engselpsng$149,50022Door Closerbh$424,06023Door Stoperbh$32,50024Solid edging PVCm'$23,40025Wallpaper ex. Bravoroll$195,00026Slang waterpassm'$3,25027Benangpak$75,40028Plastik corrol$5,85029Obat corblek$26,00030Gergajiset$28,60031Isolasipcs$10,40032Pisau keramikpcs$78,00033Ember cor hijaubh$5,85034Pengki Karetbh$11,70035Paku 5kg$15,60036Paku 7kg$15,60037Paku 10kg$15,60038Kaso 4/6btg$37,70039Papan corlbr$18,20040Besi 12btg$96,20041Besi 10btg$67,60042Besi 8btg$40,30043Besi 6btg$20,80044Besi 13 ulirbtg$146,90045Besi 16 ulirbtg$171,60046Kawat bendratkg$23,40047Kawat ayamm'$15,60048Pasir Urugm3$156,00049Pasir Putihm3$253,50050Pasir ekstra betonm3$292,50051Split 1/2m3$292,50052Semen Bosowa 40 kgsak$57,20053MU 450sak$175,50054Semen Putihkg$3,90055Beton K 175m3$838,50056Beton K 225m3$864,50057Beton K 300m3$955,50058Batakobh$2,27559Engsel 3"psg$32,50060Engsel 4"psg$42,90061Hak Anginpcs$72,50062Slotpcs$28,60063Kunci kamar mandiset$91,65064Kunci kamarset$112,93865Handel Pintu utamapsg$195,00066Handel Pintuset$172,25067Kunci pintu dorongset$74,10068Closed Duduk/Monoblok TOTO CW 420 Jset$2,460,00069Wastafel TOTO LW 860 CJ/RX 104 LBGJset$1,897,35070Jet Shower TB 19 CSN CRset$559,65071Floordrain SAN EIset$98,80072Kran TOTO TX 11Bset$166,40073Paper Holder TS 116 Rset$356,72074Partisi Urinoir A 100set$961,87075Urinoar TOTO U 57 Mset$2,074,80076Gantungan Handuk TOTO TX 5 BEXset$472,29077Kabel NYM 3 x 2,5 mmroll$1,475,50078Kabel NYA 1,5 mmroll$260,00079Kabel NYA 2,5 mmroll$383,50080Kabel data cat 6 eroll$1,904,50081Kabel ITC 2 x 2 x 0.65 mmroll$1,170,00082Pipa conduit dia 20 mmbtg$10,66083Tee dos dia 20 mmbh$5,85084Clamp dia 20 mmbh$1,04085Sock dia 20 mmbh$1,04086Staping + fisherset$32587Inbowdosbh$6,82588Outbowdosbh$9,75089Outlet databh$32,50090Modul data cat 6ebh$113,10091Outlet teleponebh$27,30092Modul teleponebh$32,50093Lampu DLset$160,22594Lampu T5 28 w dan accessorisset$140,40095Lampu T5 14 w dan accessorisset$98,80096Lampu DL halogenbh$199,55097Lampu RM 2 x 36m'$536,05598Lampu RM 2 x 36 c/w batteryroll$968,50099Saklar 1 gangbh$24,700100Sakar 2 gangbh$29,250101STK 1 gangbh$29,250102Seng BJLS 0.5 mmroll$4,940,000103Alumunium foil DSroll$1,040,000104Glasswollroll$799,500105Alumunium taperoll$45,500106Paku rivetdus$887,250107Besi siku 300 x 300btg$50,050108Plinkutepile$825,500109Kawat ikatkg$29,250110sielenttube$32,500111Longdrat 8 mm + ring dan murset$31,200112Head sprinkler pendetbh$110,500113Head sprinkler concealbh$462,150114Pipa black stell sch 40 dia 1"btg$286,000115Epoxyset$182,000116seal tapebh$2,600117fitting 1"unit$11,050118Longdrat 8 mm + ring dan murunit$15,600119Drain air sprinkler 2 zone/lantai ( biaya drain dan koordinasi)unit$1,690,000120Test sprinkler 2 zone/lantai( biaya koordinasi )unit$1,098,500DAFTAR HARGA UPAH KERJANOJENIS PEKERJAANSATHRG SATUAN1Supervisorhari214,5002Kepala Tukanghari$150,0003Tukanghari$100,0004Kenekhari$70,0005Pemasangan Plafonm2$32,5006Pemasangan Partisi double rangkam2$45,5007Pemasangan Partisi single rangkam2$26,0008Pemasangan HPLm2$97,5009Foreman elektricalhari$110,50010Skill 1 elektrialhari$104,00011Skill 2 elektricalhari$97,50012Semi skillm2$94,25013Helperm2$84,50014Uang makan lemburper lembur$19,50015Uang makan kerja sampai pagiper lembur$26,00016installasi lampu,saklarper titik$61,75017installasi STK,Data voice,MATVper titik$78,00018Pasang lampu DL, T5. TL balkbh$13,00019Pasang lampu RM, TKI,TKO,Baretbh$16,25020Pasang saklar dan STKbh$11,05021Foreman ductinghari$123,50022Skill 1 ductinghari$110,50023Skill 2 ductinghari$104,00024Semi skillm2$97,50025Helperm2$84,50026Uang makan lemburper lembur$19,50027Uang makan kerja sampai pagiper lembur$26,00028Pasang ducting + isolasinyam2$110,50029pasang supply air grill/diffuserset$68,25030Pasang return air grill/diffuserbh$52,00031Supervisor pekerjaan AChari195,00032Foreman plumbing & AChari$143,00033Skill 1 plumbing & AChari$117,00034Skill 2 plumbing & AChari$107,25035Semi skillm2$97,50036Helperm2$84,50037Uang makan lemburper lembur$19,50038Uang makan kerja sampai pagiper lembur$26,00039pasang pipa PVCinchi$13,00040pasang pipa GIP/BSinchi$29,25041Relocate sprinklertitik$130,00042Pasang baru pipa sprinklertitik$130,00043Pasang head sprinklertitik$26,000DAFTAR PERALATAN KERJANOJENIS ALATJUMLAHSTATUS1Mesin Potong Kayu lengkap4milik sendiri2Mesin Jig Saw3milik sendiri3Bor Gypsum5milik sendiri4Ramset (alat tembak beton)1milik sendiri5Scafolding25milik sendiri6Kompresor + Gun Paku kayu2milik sendiri7Bor Beton2milik sendiri8Mesin lok seng2milik sendiri9mesin bor beton2milik sendiri10Mesin bor besi6milik sendiri11Mesin bor duduk2milik sendiri12Mesin Sney pipa3milik sendiri13Cuting whell3milik sendiri14Mesin las listrik4milik sendiri15Las acytilin2milik sendiri16Las PVC2milik sendiri17Merger installasi1milik sendiri18Merger Rotation 3 phase1milik sendiri19Tester3milik sendiri20Infrared temperatur1milik sendiri21Air flow temperatur1milik sendiri22Steger/scafolding25milik sendiri23Tangga alumuniaum12milik sendiri24Box alat5milik sendiri25Body harness6milik sendiri26Hycook5milik sendiri27Pemanas pipa PPR4milik sendiri28Pump test manual2milik sendiri29Pump test elektrik1milik sendiri30Cutting poly urethane1milik sendiri31Tang press kabel manual2milik sendiri32Tang press kabel hidrolik1milik sendiri33Panel Temporary8milik sendiri34Gerinda tangan5milik sendiri35Vacum cleaner Ac2milik sendiri36Tang ampere2milik sendiri37Grounding test1milik sendiriJakarta, 15 Desember 2014PT. ARGAS DILAGASayuti MoekriDirektur Utama