DUP3.DAFTAR URAIAN PEKERJAANProyek: Pembangunan Rumah tinggal 2 LantaiLokasi: Ketintang SurabayaKonsultan: PT Anksle KaryaKontraktor: PT ANKSLE JAYA KARYADAFTAR URAIAN PEKERJAANNO.URAIAN PEKERJAAN(1)(2)IPekerjaan Persiapan1Pembersihan Lapangan2Pembuatan BowplankIIPekerjaan Tanah & Pondasi1Urugan Sirtu2Galian Tanah3Pembuatan Lubang Strouss4Urugan Kembali Galian5Urugan Pasir Urug6Anstamping7Pasangan Batu Kali ( 1PC: 4PS)ALANTAI 1IIIPekerjaan Beton Bertulang1Lantai Kerja2Strouss3Poor Type 14Poor Type 25Sloof6Kolom type K17Kolom type K28Kolom type KP9Balok Type B110Balok Type B211Balok Type RB12Pekerjaan Plat13Pekerjaan tanggaIVPekerjaan Dinding1Pek. Pasangan 1/2 Batu Bata 1 PC: 2 PP2Pek. Pasangan 1/2 Batu Bata 1 PC: 4 PP3Pek. Plesteran Trasram 1PC : 2 PS, Tebal 15 mm4Pek. Plesteran 1 PP: 4 PS, Tebal 15 mm5Pek. Acian6Pek. Pasangan Keramik Dinding KMVPekerjaan Lantai1Pek. Keramik Lantai 33x332Pek. Keramik Lantai 30x303Pek. Keramik Lantai 20x20VIPekerjaan Kusen, Pintu dan Jendela1Pek. Kusen Kayu Kelas II 6/152Pek. Daun Pintu Panil Kayu Kelas II3Pek. Daun Jendela Kayu Kelas II4Pek. Pintu PVC5Pek. Kaca Rayben 5mm6Pek.Kunci tanam 2x putar7Pek. Grendel tanam8Pek.Engsel pintu9Pek.Engsel jendela10Pek. Sikutan lurus jendelaVIIPekerjaan Plafond1Pek. Rangka Plafond Meranti2Pek. Penutup Plafond Gypsum3Pek. List Plafond GypsumVIIIPekerjaan Atap1Pek. Gording Kayu kelas II2Pek. Usuk dan Reng3Pek. Penutup Atap Genteng4Pek. Listplank5Pek. WuwungIXPekerjaan SANITASI1Pek. Pipa Air Bersih2Pek. Pipa Air Kotor3Pek. Pipa Air Bekas4Pek. Kloset Duduk5Pek. Kloset Jongkok6Pek. Kran7Pek. Floor Drain8Pek. Septictank9Pek. TandonXPekerjaan Instalasi Listrik1Pek. MCB2Pek. Stop Kontak3Pek. Titik Lampu4Pek. Saklar Tunggal5Pek. Saklar GandaXIPekerjaan Pengecatan1Pek. Cat dinding baru2Pek. Cat kusen kayu3Pek. Cat daun pintu4Pek. Cat plafond5Pek. Cat list plafond6Pek. Cat listplankBLANTAI 2XIIPekerjaan Beton Bertulang1Kolom type K12Kolom type K23Kolom type KP4Balok Type RBXIIIPekerjaan Dinding1Pek. Pasangan 1/2 Batu Bata 1 PC: 2 PP2Pek. Pasangan 1/2 Batu Bata 1 PC: 4 PP3Pek. Plesteran Trasram 1PC : 2 PS, Tebal 15 mm4Pek. Plesteran 1 PP: 4 PS, Tebal 15 mm5Pek. Acian6Pek. Pasangan Keramik Dinding KMXIVPekerjaan Lantai1Pek. Keramik Lantai 33x332Pek. Keramik Lantai 20x20XVPekerjaan Kusen, Pintu dan Jendela1Pek. Kusen Kayu Kelas II 6/152Pek. Daun Pintu Panil Kayu Kelas II3Pek. Daun Jendela Kayu Kelas II4Pek. Pintu PVC5Pek. Kaca Rayben 5mm6Pek.Kunci tanam 2x putar7Pek. Grendel Jendela8Pek.Engsel pintu9Pek.Engsel jendela10Pek. Sikutan lurus jendelaXVIPekerjaan Plafond1Pek. Rangka Plafond Meranti2Pek. Penutup Plafond Gypsum3Pek. List Plafond GypsumXVIIPekerjaan Kusen, Pintu dan Jendela1Pek. Kuda-Kuda2Pek. Gording3Pek. Usuk dan Reng4Pek. Penutup Atap Genteng5Pek. Wuwung6Pek. ListplankXVIIIPekerjaan SANITASI1Pek. Pipa Air Bersih2Pek. Pipa Air Kotor3Pek. Kloset Duduk4Pek. Kran5Pek. Floor DrainXIXPekerjaan Instalasi Listrik1Pek. Stop Kontak2Pek. Titik Lampu3Pek. Saklar Tunggal4Pek. Saklar GandaXXPekerjaan Pengecatan1Pek. Cat dinding baru2Pek. Cat kusen kayu3Pek. Cat daun pintu4Pek. Cat plafond5Pek. Cat list plafond6Pek. Cat listplank

PV4.1URAIAN PERHITUNGAN VOLUME PEKERJAANProyek: Pembangunan Rumah tinggal 2 LantaiLokasi: Ketintang SurabayaKonsultan: PT Anksle KaryaKontraktor: PT ANKSLE JAYA KARYADAFTAR URAIAN PEKERJAANIPEKERJAAN PERSIAPAN1Pembersihan Lapanganp=17.00ml=9.00mL=153.00m22Pembuatan Bowplankp=17.00ml=9.00mK=52.00m'3Pagar Keliling Sementaral=9.00m4Pekerjaan direksi kitp=6.00ml=6.00mL=36.00m25Pembuatan Gudang dan Barak Kerjap=4.00ml=4.00mL=16.00m2IIPEKERJAAN TANAH & PONDASI1Pekerjaan Urugan Sirtup=17.00ml=9.00mt=0.05mV=7.650m32Pekerjaan Galian Tanah- Pekerjaan Galian Tanah Pondasi 1p=32.50ml1=1.00ml2=0.80mt=1.00mL=0.90m2V=29.250m3- Pekerjaan Galian Tanah Pondasi 2p=37.15ml1=1.20ml2=1.00mt=1.00mL=1.10m2V=40.865m3- Pekerjaan Galian Tanah Poor 1p=1.00ml=0.80mt=0.30mJ=9.00mL=4.95m2V=4.950m3- Pekerjaan Galian Tanah Poor 2p=1.00ml=1.00mt=0.30mJ=10.00mL=6.50m2V=6.500m3Total Galian Tanah :81.565m33Pembuatan Lubang Stroussd=0.30mt=3.00mj=19.00buahV=4.027m34Urugan Kembali Galian- Volume Pondasi Batu Kali 1p=32.50ml1=0.30ml2=0.60mt=0.80mL=0.36m2V=11.700m3- Volume Pondasi Batu Kali 2p=37.15ml1=0.30ml2=0.70mt=0.80mL=0.40m2V=14.860m3- Volume anstamping 1p=32.50ml=0.70mt=0.20mL=0.14m2V=4.550m3- Volume anstamping 2p=37.15ml=0.80mt=0.20mL=0.16m2V=5.944m3Total Urugan Kembali Galian :44.511m35Urugan Pasir Urug- Bawah Pondasi Batu Kali & Anstampingp=69.65ml=1.00mt=0.05mL=0.05m2V=3.483m36Anstamping- Volume anstamping 1p=32.50ml=0.70mt=0.20mL=0.14m2V=4.550m3- Volume anstamping 2p=37.15ml=0.80mt=0.20mL=0.16m2V=5.944m3Total Volume Anstamping :10.494m37Pasangan Batu Kali ( 1 : 4 )- Volume Pondasi Batu Kali 1p=32.50ml1=0.30ml2=0.60mt=0.80mL=0.36m2V=11.700m3- Volume Pondasi Batu Kali 2p=37.15ml1=0.30ml2=0.70mt=0.80mL=0.40m2V=14.860m3Total Volume Batu Kali :26.560m3ALANTAI 1IIIPekerjaan Beton Bertulang1Pekerjaan Lantai Kerja- Poor Type 1p=1.00ml=1.00mt=0.05mj=10.00buahv=0.500m3V=0.500m3- Poor Type 2p=1.00ml=0.80mt=0.05mj=9.00buahv=0.360m3V=0.360m3Total Pembuatan Lantai Kerja :0.86m32Poor Type 1Bekistingp=1.00mk=12.000m2l=1.00m12.000m2t=0.30mj=10.00buah4.000m2/m3v=3.000m34.000m2/m3V=3.000m33Poor Type 2Bekistingp=1.00mk=8.640m2l=0.80m8.640m2t=0.30mj=9.00buah4.000m2/m3v=2.160m34.000m2/m3V=2.160m34Strouss 30 cmd=0.30mt=3.00mj=23.00buahV=4.875m35SloofBekisting- Segmen -C1- Segmenp=3.50mk=1.400m2b=0.15mh=0.20mv=0.105m3- Segmen C1-E1; C3-E3- Segmenp=1.90mk=1.520m2b=0.15mh=0.20mv=0.057m3V=0.114m3- Segmen E1-H1; E3-H3- Segmenp=3.65mk=2.920m2b=0.15mh=0.20mv=0.110m3V=0.219m3- Segmen H1-J1- Segmenp=2.78mk=1.110m2b=0.15mh=0.20mv=0.083m3- Segmen J1-L1; J2-L2- Segmenp=2.35mk=1.880m2b=0.15mh=0.20mv=0.071m3V=0.141m3- Segmen L1-M1; L2-M2- Segmenp=1.85mk=1.480m2b=0.15mh=0.20mv=0.056m3V=0.111m3- Segmen H1-H3- Segmenp=2.58mk=1.030m2b=0.15mh=0.20mv=0.077m3- Segmen J1-J2; L1-L2; M1-M2- Segmenp=2.80mk=3.360m2b=0.15mh=0.20mv=0.084m3V=0.252m3- Segmen J2-J3- Segmenp=0.75mk=0.300m2b=0.15mh=0.20mv=0.023m3- Segmen A3-C3- Segmenp=2.43mk=0.970m2b=0.15mh=0.20mv=0.073m3- Segmen H3-I3- Segmenp=2.15mk=0.860m2b=0.15mh=0.20mv=0.065m3- Segmen I3-J3- Segmenp=0.33mk=0.130m2b=0.15mh=0.20mv=0.010m3- Segmen M2-M7- Segmenp=6.73mk=2.690m2b=0.15mh=0.20mv=0.202m3- Segmen A3-A5- Segmenp=2.80mk=1.120m2b=0.15mh=0.20mv=0.084m3- Segmen C3-C5- Segmenp=2.73mk=1.090m2b=0.15mh=0.20mv=0.082m3- Segmen I3-I4- Segmenp=1.70mk=0.680m2b=0.15mh=0.20mv=0.051m3- Segmen A5-B5- Segmenp=2.93mk=1.170m2b=0.15mh=0.20mv=0.088m3- Segmen B5-C5- Segmenp=0.28mk=0.110m2b=0.15mh=0.20mv=0.008m3- Segmen C5-E5- Segmenp=1.98mk=0.790m2b=0.15mh=0.20mv=0.059m3- Segmen E5-F5- Segmenp=1.10mk=0.440m2b=0.15mh=0.20mv=0.033m3- Segmen F4-G4- Segmenp=0.80mk=0.320m2b=0.15mh=0.20mv=0.024m3- Segmen B5-B7- Segmenp=2.73mk=1.090m2b=0.15mh=0.20mv=0.082m3- Segmen E5-E6- Segmenp=1.28mk=0.510m2b=0.15mh=0.20mv=0.038m3- Segmen E6-E7- Segmenp=1.30mk=0.520m2b=0.15mh=0.20mv=0.039m3- Segmen F4-F6; G4-G6- Segmenp=2.33mk=1.860m2b=0.15mh=0.20mv=0.070m3V=0.140m3- Segmen E6-F6- Segmenp=1.10mk=0.440m2b=0.15mh=0.20mv=0.033m3- Segmen F6-G6- Segmenp=0.85mk=0.340m2b=0.15mh=0.20mv=0.026m3- Segmen G6-G7- Segmenp=1.30mk=0.520m2b=0.15mh=0.20mv=0.039m3- Segmen I4-I7- Segmenp=4.00mk=1.600m2b=0.15mh=0.20mv=0.120m3- Segmen -B7- Segmenp=3.00mk=1.200m2b=0.15mh=0.20mv=0.090m3- Segmen B7-E7- Segmenp=2.40mk=0.960m2b=0.15mh=0.20mv=0.072m3- Segmen E7-G7- Segmenp=1.95mk=0.780m2b=0.15mh=0.20mv=0.059m3- Segmen G7-H7; I7-K7- Segmenp=1.40mk=1.120m2b=0.15mh=0.20mv=0.042m3V=0.084m3- Segmen H7-I7- Segmenp=2.20mk=0.880m2b=0.15mh=0.20mv=0.066m3- Segmen K7-M7- Segmenp=2.93mk=1.170m2b=0.15mh=0.20mv=0.088m3Total Volume Sloof:Total Volume Bekisting Sloof:2.877m338.360m238.360m2/m313.3333333333m2/m313.33m2/m36Kolom type K1Bekistingb=0.30m57.600m2h=0.30mt=4.00m13.333m2/m3j=12.00buah13.330m2/m3v=4.320m3V=4.320m37Kolom type K2Bekistingb=0.20m16.000m2h=0.20mt=4.00m20.000m2/m3j=5.00buah20.000m2/m3v=0.800m3V=0.800m38Kolom type KPBekistingb=0.15m38.400m2h=0.15mt=4.00m26.667m2/m3j=16.00buah26.660m2/m3v=1.440m3V=1.440m39Balok Type B1Bekisting- Segmen B1-C1; B3-C3- Segmenp=1.83m=2.738m2b=0.15mh=0.30mv=0.082m3V=0.164m3- Segmen C1-E1; C3-E3- Segmenp=3.58m=5.363m2b=0.15mh=0.30mv=0.161m3V=0.322m3- Segmen B1-B3; C1-C3; E1-E3- Segmenp=2.58m=5.794m2b=0.15mh=0.30mv=0.116m3V=0.348m3- Segmen E3-F3- Segmenp=2.15m=1.613m2b=0.15mh=0.30mv=0.097m3- Segmen F3-H3- Segmenp=1.40m=1.050m2b=0.15mh=0.30mv=0.063m3- Segmen B3-B5- Segmenp=2.73m=2.044m2b=0.15mh=0.30mv=0.123m3- Segmen E3-E6- Segmenp=5.63m=4.219m2b=0.15mh=0.30mv=0.253m3- Segmen A5-C5; A6-C6- Segmenp=2.33m=3.488m2b=0.15mh=0.30mv=0.105m3V=0.209m3- Segmen A5-A6; C5-C6- Segmenp=2.50m=3.750m2b=0.15mh=0.30mv=0.113m3V=0.225m3- Segmen C6-D6- Segmenp=2.00m=1.500m2b=0.15mh=0.30mv=0.090m3- Segmen D6-E6- Segmenp=1.50m=1.125m2b=0.15mh=0.30mv=0.068m3- Segmen E6-F6- Segmenp=2.20m=1.650m2b=0.15mh=0.30mv=0.099m3- Segmen F6-H6- Segmenp=1.40m=1.050m2b=0.15mh=0.30mv=0.063m3Total Volume Balok type B1:Total Volume Bekisting Balok type B1:2.123m335.381m216.667m2/m316.66m2/m310Balok Type B2- Segmen C3-C5- Segmenp=2.65m=1.458m2b=0.15mh=0.20mv=0.080m3- Segmen F3-F5- Segmenp=1.68m=0.922m2b=0.15mh=0.20mv=0.050m3- Segmen H3-H6- Segmenp=5.65m=3.108m2b=0.15mh=0.20mv=0.170m3- Segmen F4-H4- Segmenp=1.50m=0.825m2b=0.15mh=0.20mv=0.045m3- Segmen E4-F4- Segmenp=2.28m=1.251m2b=0.15mh=0.20mv=0.068m3- Segmen F4-F6- Segmenp=2.68m=1.471m2b=0.15mh=0.20mv=0.080m3- Segmen C4-E4- Segmenp=3.70m=2.035m2b=0.15mh=0.20mv=0.111m3- Segmen D4-D5- SegmenP=2.75m=1.513m2b=0.15mh=0.20mv=0.0825m3Total Volume Balok type B2:Total Volume Bekisting Balok type B2:0.573m312.582m221.957m2/m321.95m2/m311Balok Type RB- Segmen E1-I1- SegmenP=5.28m=2.374m2b=0.15mh=0.15mv=0.119m3- Segmen I1-J1; I2-J2- SegmenP=1.85m=1.665m2b=0.15mh=0.15mv=0.042m3V=0.083m3- Segmen I1-I2; J1-J2- SegmenP=1.98m=1.778m2b=0.15mh=0.15mv=0.044m3V=0.089m3- Segmen G2-I2- SegmenP=2.35m=1.058m2b=0.15mh=0.15mv=0.053m3- Segmen G2-G3- SegmenP=0.75m=0.338m2b=0.15mh=0.15mv=0.017m3Total Volume Balok type RB:Total Volume Bekisting Balok type RB:0.361m37.211m220.000m2/m320.00m2/m312Pekerjaan PlatBekisting-ly=2.93m6.446m2lx=2.20m11.5735m2t=0.12m6.49m2v=0.77m311.6525m24.606m2-ly=3.95m3.102m2lx=2.93m7.911m2t=0.12m4.981m2v=1.39m39.751m26.6864m2-ly=2.95mlx=2.20mTotal73.1994m2t=0.12mv=0.78m3/m3-ly=3.95mlx=2.95m8.3333333333m2/m3t=0.12m8.33m2/m3v=1.40m3-ly=2.45mlx=1.88mt=0.12mv=0.55m3-ly=1.88mlx=1.65mt=0.12mv=0.37m3-ly=2.93mlx=2.70mt=0.12mv=0.95m3-ly=2.93mlx=1.70mt=0.12mv=0.60m3-ly=3.98mlx=2.45mt=0.12mv=1.17m3-ly=3.98mlx=1.68mt=0.12mv=0.80m3Total Volume Pelat Lantai=8.78m312Pekerjaan tangga- Volume anak tangga:Bekisting:l=0.925m4.851m2a=0.3m4.85m2t=0.18mj=22mv=0.54945m3V=0.549m3- Volume bordes:Bekisting:p=2.25m1.9125m2l=0.85m1.91m2t=0.1mv=0.19125m3V=0.191m3- Volume plat dibawah anak tangga 1-12:Bekisting:p=2m2.25m2l=0.925m2.25m2t=0.1mv=0.185m3V=0.185m3- Volume plat dibawah anak tangga 13-22:Bekisting:p=1.75m1.96875m2l=0.925m1.96m2t=0.1mv=0.161875m3V=0.161m3Volume Total Tangga:Volume Total Bekisting:1.086m310.97m2BLANTAI 2IIIPekerjaan Beton Bertulang1Kolom type K1Bekistingb=0.30m42.000m2h=0.30mt=3.50m13.333m2/m3j=10.00buah13.330m2/m3v=3.150m3V=3.150m32Kolom type K2Bekistingb=0.20m11.200m2h=0.20mt=3.50m20.000m2/m3j=4.00buah20.000m2/m3v=0.560m3V=0.560m33Kolom type KPBekistingb=0.15m12.600m2h=0.15mt=3.50m26.809m2/m3j=6.00buah26.800m2/m3v=0.473m3V=0.470m34Balok Type RB- Segmen B1-C1; B2-C2- Segmenp=1.83m=1.643m2b=0.15mh=0.15mv=0.041m3V=0.082m3- Segmen C1-E1; C2-E2- Segmenp=3.58m=3.218m2b=0.15mh=0.15mv=0.080m3V=0.161m3- Segmen B1-B2; C1-C2; E1-E2- Segmenp=2.58m=3.476m2b=0.15mh=0.15mv=0.058m3V=0.174m3- Segmen E2-F2- SegmenP=1.68m=0.754m2b=0.15mh=0.15mv=0.038m3- Segmen F2-G2- SegmenP=2.03m=0.911m2b=0.15mh=0.15mv=0.046m3- Segmen B2-B4- SegmenP=2.73m=1.226m2b=0.15mh=0.15mv=0.061m3- Segmen C2-C4- SegmenP=2.65m=1.193m2b=0.15mh=0.15mv=0.060m3- Segmen E2-E3- SegmenP=1.68m=0.754m2b=0.15mh=0.15mv=0.038m3- Segmen E3-E4- SegmenP=0.90m=0.405m2b=0.15mh=0.15mv=0.020m3- Segmen E3-F3- SegmenP=1.75m=0.788m2b=0.15mh=0.15mv=0.039m3- Segmen F3-G3- SegmenP=2.05m=0.923m2b=0.15mh=0.15mv=0.046m3- Segmen A4-B4- SegmenP=0.20m=0.090m2b=0.15mh=0.15mv=0.005m3- Segmen B4-C4- SegmenP=1.98m=0.889m2b=0.15mh=0.15mv=0.044m3- Segmen C4-D4- SegmenP=2.025m=0.911m2b=0.15mh=0.15mv=0.046m3- Segmen D4-E4- SegmenP=1.55m=0.698m2b=0.15mh=0.15mv=0.035m3- Segmen G3-G5- SegmenP=3.80m=1.710m2b=0.15mh=0.15mv=0.086m3- Segmen A4-A5; C4-C5- SegmenP=2.50m=2.250m2b=0.15mh=0.15mv=0.056m3V=0.113m3- Segmen D4-D5; E4-E5- SegmenP=2.75m=2.475m2b=0.15mh=0.15mv=0.062m3V=0.124m3- Segmen A5-C5- SegmenP=2.33m=1.046m2b=0.15mh=0.15mv=0.052m3- Segmen C5-D5- SegmenP=2.00m=0.900m2b=0.15mh=0.15mv=0.045m3- Segmen D5-E5- SegmenP=1.50m=0.675m2b=0.15mh=0.15mv=0.034m3- Segmen E5-G5- SegmenP=3.90m=1.755m2b=0.15mh=0.15mv=0.088m3Total Volume Balok type RB:Total Volume Bekisting Balok type RB:1.434m328.688m220.000m2/m320.00m2/m3IVPekerjaan DindingLantai 11.Pekerjaan 1/2 Batu Bata (1PC:2PP)- Segmen A'1 -C1p=3.50mt=0.40mL=1.400m2- Segmen C1-E1; C3-E3p=1.90mt=0.40mL=0.760m2L=1.520m2- Segmen E1-H1; E3-H3p=3.65mt=0.40mL=1.460m2L=2.920m2- Segmen H1-J1p=2.78mt=0.40mL=1.110m2- Segmen J1-L1; J2-L2p=2.35mt=0.40mL=0.940m2L=1.880m2- Segmen L1-M1; L2-M2p=1.85mt=0.40mL=0.740m2L=1.480m2- Segmen H1-H3p=2.58mt=0.40mL=1.030m2- Segmen L1-L2; M1-M2p=2.80mt=0.40mL=1.120m2L=2.240m2- Segmen J2-J3p=0.75mt=0.40mL=0.300m2- Segmen I3-J3p=0.33mt=0.40mL=0.130m2- Segmen M2-M7p=6.73mt=0.40mL=2.690m2- Segmen C3-C5p=2.73mt=0.40mL=1.090m2- Segmen I3-I7p=5.70mt=0.40mL=2.280m2- Segmen B5-C5p=0.28mt=0.40mL=0.110m2- Segmen C5-E5p=1.98mt=0.40mL=0.790m2- Segmen B5-B7p=2.73mt=0.40mL=1.090m2- Segmen E5-E6p=1.28mt=0.40mL=0.510m2- Segmen E6-E7p=1.30mt=0.40mL=0.520m2- Segmen F4-F6; G4-G6p=2.33mt=0.40mL=0.930m2L=1.860m2- Segmen G6-G7p=1.30mt=0.40mL=0.520m2- Segmen -B7p=3.00mt=0.40mL=1.200m2- Segmen B7-E7p=2.40mt=0.40mL=0.960m2- Segmen E7-G7p=1.95mt=0.40mL=0.780m2- Segmen G7-H7; I7-K7p=1.40mt=0.40mL=0.560m2L=1.120m2- Segmen H7-I7p=2.20mt=0.40mL=0.880m2- Segmen K7-M7p=2.93mt=0.40mL=1.170m2Total Volume Pas. 1/2 Batu Bata (1PC:2PP) Lantai 1:31.580m22.Pek. Pasangan 1/2 Batu Bata (1PC:4PP)Luas Kusen- Segmen A'1-C1PG =6.21m2p=3.50mPJ2 =7.17m2t=1.50mP1 =7.62m2L=5.250m2J1 =1.14m2J2 =2.33m2- Segmen C1-E1; C3-E3PVC =5.04m2p=3.15mt=3.50mL=11.025m2total =29.51m2L=22.050m2total volume pas. Batu bata- Segmen E1-H1; E3-H3248.569m2p=3.65m248.569m2t=3.50mL=12.775m2L=25.550m2- Segmen H1-J1p=2.78mt=3.50mL=9.713m2- Segmen J1-L1; J2-L2p=2.35mt=3.50mL=8.225m2L=16.450m2- Segmen L1-M1; L2-M2p=1.85mt=3.50mL=6.475m2L=12.950m2- Segmen H1-H3p=2.58mt=3.50mL=9.013m2- Segmen L1-L2; M1-M2p=2.80mt=3.50mL=9.800m2L=19.600m2- Segmen J2-J3p=0.75mt=3.50mL=2.625m2- Segmen I3-J3p=0.33mt=3.50mL=1.138m2- Segmen M2-M7p=6.73mt=3.50mL=23.538m2- Segmen C3-C5p=2.73mt=3.50mL=9.538m2- Segmen I3-I7p=5.70mt=3.50mL=19.950m2- Segmen B5-C5p=0.28mt=3.50mL=0.963m2- Segmen C5-E5p=1.98mt=3.50mL=6.913m2- Segmen B5-B7p=2.73mt=3.50mL=9.538m2- Segmen E5-E6p=1.28mt=3.50mL=4.463m2- Segmen E6-E7p=1.30mt=3.50mL=4.550m2- Segmen F4-F6; G4-G6p=2.33mt=3.50mL=8.138m2L=16.275m2- Segmen G6-G7p=1.30mt=3.50mL=4.550m2- Segmen -B7p=3.00mt=3.50mL=10.500m2- Segmen B7-E7p=2.40mt=3.50mL=8.400m2- Segmen E7-G7p=1.95mt=3.50mL=6.825m2- Segmen G7-H7; I7-K7p=1.40mt=3.50mL=4.900m2L=9.800m2- Segmen H7-I7p=2.20mt=3.50mL=7.700m2- Segmen K7-M7p=2.93mt=3.50mL=10.238m2Total Volume Pas. 1/2 Batu Bata (1PC:4PP) Lantai 1:278.075m23Pek. Plesteran 1PC:4PS, Tebal 15mmVol. Pek. Plesteran =2 x Vol.Pasangan 1/2 Batu Bata 1PC:4PP=278.075m2=278.07m24Pek. Trasram 1PC:2PS, Tebal 15mmVol. Pek. Plesteran =2 x Vol.Pasangan 1/2 Batu Bata 1PC:4PP=31.58m2=31.58m25Pekerjaan AcianVol. Pek. Plesteran =Vol.Trasram + Vol.Plesteran=309.65m2=309.65m2Pek. Pas. Keramik dinding KMKM / WC 1 = KM / WC 2Kusen :k=7.25mP3 =1.68m2t=1.46mL=10.59m2total volume keramikJadi Luasnya10.59m210.59m210.58m21PeK. Pasangan 1/2 Batu Bata (1PC:2PP)# Lantai 2- Segmen B1-C1; B2-C2p=1.83mt=0.40mL=0.730m2L=1.460m2- Segmen C1-E1; C2-E2p=3.58mt=0.40mL=1.430m2L=2.860m2- Segmen C1-C2; E1-E2p=2.58mt=0.40mL=1.030m2L=2.060m2- Segmen E2-F2P=1.68mt=0.40mL=0.670m2- Segmen F2-G2P=2.03mt=0.40mL=0.810m2- Segmen B2-B4P=2.73mt=0.40mL=1.090m2- Segmen E3-E4P=0.90mt=0.40mL=0.360m2- Segmen E3-F3P=1.75mt=0.40mL=0.700m2- Segmen F3-G3P=2.05mt=0.40mL=0.820m2- Segmen A4-B4P=0.20mt=0.40mL=0.080m2- Segmen B4-C4P=1.98mt=0.40mL=0.790m2- Segmen G3-G5P=3.80mt=0.40mL=1.520m2- Segmen A4-A5; C4-C5P=2.50mt=0.40mL=1.000m2L=2.000m2- Segmen D4-D5P=2.75mt=0.40mL=1.100m2- Segmen E4-E5P=2.75mt=0.40mL=1.100m2- Segmen A5-C5P=2.33mt=0.40mL=0.930m2- Segmen C5-D5P=2.00mt=0.40mL=0.8m2- Segmen D5-E5P=1.50mt=0.40mL=0.600m2- Segmen E5-G5P=3.90mt=0.40mL=1.560m2Total Vol. Pas. 1/2 Batu Bata (1PC:2PP) Lantai 2:21.310m22Pekerjaan Pasangan 1/2 Batu Bata (1PC:4PP)Luas Kusen# Lantai 2PJ1 =8.76m2- Segmen B1-C1; B2-C2P1 =7.62m2p=1.83mJ1 =1.14m2t=3.50mJ2 =2.33m2L=6.388m2PVC=5.04m2L=12.775m2total =24.879m2- Segmen C1-E1; C2-E2p=3.58mtotal volume pas. Batu batat=3.50m154.709m2L=12.513m2154.709m2L=25.025m2- Segmen C1-C2; E1-E2p=2.58mt=3.50mL=9.013m2L=18.025m2- Segmen E2-F2P=1.68mt=3.50mL=5.863m2- Segmen F2-G2P=2.03mt=3.50mL=7.088m2- Segmen B2-B4P=2.73mt=3.50mL=9.538m2- Segmen E3-E4P=0.90mt=3.50mL=3.150m2- Segmen E3-F3P=1.75mt=3.50mL=6.125m2- Segmen F3-G3P=2.05mt=3.50mL=7.175m2- Segmen A4-B4P=0.20mt=3.50mL=0.700m2- Segmen B4-C4P=1.98mt=3.50mL=6.913m2- Segmen G3-G5P=3.80mt=3.50mL=13.300m2- Segmen A4-A5; C4-C5P=2.50mt=3.50mL=8.750m2L=17.500m2- Segmen D4-D5P=2.75mt=1.00mL=2.750m2- Segmen E4-E5P=2.75mt=3.50mL=9.625m2- Segmen A5-C5P=2.33mt=3.50mL=8.138m2- Segmen C5-D5P=2.00mt=3.50mL=7m2- Segmen D5-E5P=1.50mt=3.50mL=5.250m2- Segmen E5-G5P=3.90mt=3.50mL=13.650m2Total Vol. Pas. 1/2 Batu Bata (1PC:4PP) Lantai 2:179.588m23Pek. Plesteran 1PC:4PS, Tebal 15mmVol. Pek. Plesteran =2 x Vol.Pasangan 1/2 Batu Bata 1PC:4PP=359.175m2=359.17m24Pek. Trasram 1PC:2PS, Tebal 15mmVol. Pek. Plesteran =2 x Vol.Pasangan 1/2 Batu Bata 1PC:4PP=42.62m2=42.62m25Pekerjaan AcianVol. Pek. Plesteran =Vol.Trasram + Vol.Plesteran=401.79m2=401.79m26Pek. Pas. Keramik dinding KMKM / WC 1k=7.70mt=1.46mL=11.24m2Jadi Luasnya11.24m2VIPEKERJAAN LANTAI-Pek. Pada lantai 11Pek. Lantai Keramik 33x33p=5.75ml=4.00mL=23.00m2p=1.90ml=1.13mL=2.14m2p=3.35ml=2.80mL=9.38m2p=1.30ml=1.30mL=1.69m2p=2.80ml=2.55mL=7.14m2total volume keramik lantai 33 x 3343.35m244.00m22Pek. Lantai Keramik 30x30p=5.75ml=1.68mL=9.63m2p=3.98ml=0.90mL=3.58m2p=2.35ml=1.90mL=4.47m2p=2.68ml=2.10mL=5.62m2p=2.85ml=2.20mL=6.27m2total volume keramik lantai 30 x 3029.56m230.00m23Pek. Lantai Keramik 20x20p=1.90ml=1.50mL=2.85m2p=2.10ml=1.50mL=3.15m2total volume keramik lantai 20 x 206.00m26.00m2-Pek. Pada lantai 21Pek. Lantai Keramik 33x33p=4.00ml=3.85mL=15.40m2p=3.80ml=2.80mL=10.64m2p=2.80ml=2.55mL=7.14m2p=6.00ml=2.80mL=16.80m2p=2.95ml=1.55mL=4.57m2p=1.90ml=1.75mL=3.33m2total volume keramik lantai 33 x 3357.88m258.00m22Pek. Lantai Keramik 20x20p=2.10ml=1.75mL=3.68m2total volume keramik lantai 20 x 203.68m24.00m2VIIPEKERJAAN KUSEN PINTU DAN JENDELA# Pek. Pada Lantai 11Pek. Kusen Kayu Kelas II 6/15-PG( 1buah )b=0.06mh=0.15mp=7.13mv=0.064m3-P1( 4 buah )b=0.06mh=0.15mp=5.33mv=12.160m3-PJ2( 1 buah )b=0.06mh=0.15mp=12.09mv=0.109m3-J1( 1 buah )b=0.06mh=0.15mp=4.74mv=0.043m3-J2( 1 buah )b=0.06mh=0.15mp=6.14mv=0.055m3total volume kusen kayu 6/1512.431m312.430m32Pek. Daun Pintu Panil Kayu Kelas II-PG( 1 buah )l=2.55mt=2.5mL=6.38m2-P1( 4 buah )l=0.75mt=2.2mL=6.60m2total luas Daun Pintu Panil12.98m212.98m23Pek. Daun Jendela Kayu Kelas II-J1( 1 buah )-Kacal=0.57ml=0.42mt=1.60mt=1.45mL=0.91m2L=0.609m2total Luas J1 =0.606m2-J2( 1 buah )-Kacal=1.14ml=0.84mt=1.6mt=1.45mL=5.47m2L=3.65m2total Luas J2 =1.82m2total luas daun jendela kayu =2.42m24Pek. Pintu PVC( 2 buah )5Pek. Kaca Rayben 5mm-J1( 1 buah )l=0.42mt=1.45mL=0.61m2-J2( 1 buah )l=0.84mt=1.45mL=3.65m2total pekerjaan kaca Rayben 5 mm4.26m24.26m26Pek.Kunci tanam 2x putar-PG=( 1 buah )total5buah-P1=( 4 buah )7Pek. Grendel Jendela-J1=( 1 buah )total2buah-J2=( 1 Buah )8Pek.Engsel pintu-PG=(12 buah) =( 6 Steel )total10steel-P1=(8 buah) =( 4 Steel )9Pek.Engsel jendela-J1=( 2 buah ) =( 1 stel )total2stel-J2=( 2 buah ) =( 1 stel )10Pek. Sikutan lurus jendela-J1a=( 2 buah )total4buah-J2=( 2 buah )# Pek. Pada Lantai 21Pek. Kusen Kayu Kelas II 6/15-P1(2 buah )b=0.06mh=0.15mp=5.33mv=0.096m3-PJ1( 1 buah )b=0.06mh=0.15mp=8.87mv=0.080m3-J1( 1 buah )b=0.06mh=0.15mp=4.74mv=0.043m3-J2( 3 buah )b=0.06mh=0.15mp=6.14mv=0.166m3total volume kusen kayu 6/150.384m30.384m32Pek. Daun Pintu Panil Kayu Kelas II-P1( 2 buah )PJ1( 1 buah )l=0.75ml=0.75mt=2.2mt=2.2mL=3.30m2L=1.65m2total Luas Daun Pintu Panil4.95m24.95m23Pek. Daun Jendela Kayu Kelas II-PJ1( 1 buah )-Kacal=0.57ml=0.42mt=1.60mt=1.45mL=0.91m2L=0.61m2total Luas J3 =0.30m2-J1( 1 buah )-Kacal=0.57ml=0.42mt=1.60mt=1.45mL=0.91m2L=0.61m2total Luas J2 =0.30m2-J2( 3 buah )-Kacal=1.14ml=0.84mt=1.60mt=1.45mL=5.47m2L=2.44m2total Luas J2 =3.04m2Total Daun Jendela =3.64m24Pek. Pintu PVC( 1 buah )5Pek. Kaca Rayben 5mm-PJ1(1 buah )l=0.42mt=1.45mL=0.61m2-J1( 1 buah )l=0.42mt=1.45mL=0.61m2-J2( 1 buah )l=0.84mt=1.45mL=3.65m2total pekerjaan kaca Rayben 5 mm4.87m24.87m26Pek.Kunci tanam 2x putar-P1=( 2 buah )total3buah-PJ1=( 1 buah )7Pek. Grendel tanam-PJ1=( 1 buah )total4buah-J1=( 1 Buah )-J2=( 3 Buah )8Pek.Engsel pintu-P1=( 4 buah ) =( 2 stel )total6buah-PJ1=( 2 buah ) =( 1 stel )3stel9Pek.Engsel jendela-PJ1=( 2 buah ) =( 1 stel )total10buah-J1=( 2 Buah ) =( 1 stel )4stel-J2=( 6 Buah ) =( 3 stel )10Pek. Sikutan lurus jendela-PJ1=( 2 buah )total10buah-J1=( 2 Buah )-J2=( 6 Buah )VIIIPEKERJAAN PLAFOND# Lantai 11Pek. Rangka Plafond Meranti-0.782.803.58m'total luas penutup plafond-2.805.308.10m'42.18m'-2.802.905.70m'42.18m'-1.902.204.10m'-1.801.903.70m'-4.005.759.75m'-2.804.457.25m'2Pek. Penutup Plafond Gypsum-0.782.803.58m'total luas penutup plafond-2.805.308.10m'42.18m'-2.802.905.70m'42.18m'-1.902.204.10m'-1.801.903.70m'-4.005.759.75m'-2.804.457.25m'3Pek. List Plafond Gypsum-0.782.807.15m'total luas penutup plafond-2.805.3016.20m'84.35m'-2.802.9011.40m'84.35m'-1.902.208.20m'-1.801.907.40m'-4.005.7519.50m'-2.804.4514.50m'# Lantai 21Pek. Rangka Plafond Meranti-3.033.956.98m'total luas penutup plafond-2.956.159.10m'42.00m'-3.032.705.73m'42.00m'-1.703.034.73m'-1.751.903.65m'-1.752.103.85m'-3.854.137.98m'2Pek. Penutup Plafond Gypsum-3.033.956.98m'total luas penutup plafond-2.956.159.10m'42.00m'-3.032.705.73m'42.00m'-1.703.034.73m'-1.751.903.65m'-1.752.103.85m'-3.854.137.98m'3Pek. List Plafond Gypsum-3.033.9513.95m'total luas penutup plafond-2.956.1518.20m'84.00m'-3.032.7011.45m'84.00m'-1.703.039.45m'-1.751.907.30m'-1.752.107.70m'-3.854.1315.95m'IXPEKERJAAN ATAP1Pek. Kuda-Kuda-b=0.08m-b=0.08mh=0.15mh=0.15mp=8.70mp=5.00mv=0.10m3v=0.06m3-b=0.08m-b=0.08mh=0.15mh=0.15mp=5.00mp=2.85mv=0.06m3v=0.03m3-b=0.08m-b=0.08mh=0.15mh=0.15mp=2.00mp=2.00mv=0.02m3v=0.02m3-b=0.08m-b=0.08mh=0.15mh=0.15mp=1.70mp=1.70mv=0.02m3v=0.02m3-b=0.08m-b=0.08mh=0.15mh=0.15mp=0.90mp=1.25mv=0.05m3v=0.03m3-b=0.08m-b=0.08mh=0.15mh=0.15mp=1.25mp=2.10mv=0.03m3v=0.05m3-b=0.08mtotal volume kuda-kudah=0.15m0.43m3p=2.10m0.43m3v=0.05m32Pek. Gording Kayu Kelas II# Lantai 1-b=0.08m-b=0.08mh=0.15mh=0.15mp=4.30mp=4.60mv=0.05m3v=0.06m3-b=0.08m-b=0.08mh=0.15mh=0.15mp=5.40mp=6.40mv=0.06m3v=0.08m3total volume gordeng0.25m30.25m3# Lantai 2-b=0.08m-b=0.08mh=0.15mh=0.15mp=4.35mp=5.80mv=0.21m3v=0.35m3-b=0.08m-b=0.08mh=0.15mh=0.15mp=5.20mp=4.85mv=0.06m3v=0.06m3-b=0.08mh=0.15mp=3.90mv=0.14m3total volume gordeng0.82m30.82m33Pek. Usuk dan Reng# Lantai 1-p=3.70m-p=0.95ml=4.30ml=3.85mL=15.91m2L=3.66m2-p=0.60m-p=1.90ml=1.05ml=1.90mL=0.63m2L=1.81m2-p=1.97mtotal luas pek. Usuk dan rengl=1.97m23.94m2L=1.94m223.94m2# Lantai 2-p=4.35m-p=4.80ml=4.40ml=5.00mL=19.14m2L=24.00m2-p=3.55m-p=4.35ml=5.05ml=4.55mL=17.93m2L=5.00m2-p=1.25m-p=1.00ml=3.75ml=1.10mL=4.69m2L=5.00m2total luas pek. Usuk dan reng75.76m275.76m24Pek. Penutup Atap Genteng# Lantai 1-p=3.70m-p=0.95ml=4.30ml=3.85mL=15.91m2L=3.66m2-p=0.60m-p=1.90ml=1.05ml=1.90mL=0.63m2L=1.81m2-p=1.97mtotal luas pek. Gentengl=1.97m23.94m2L=1.94m223.94m2# Lantai 2-p=4.35m-p=4.80ml=4.40ml=5.00mL=19.14m2L=24.00m2-p=3.55m-p=4.35ml=5.05ml=4.55mL=17.93m2L=5.00m2-p=1.25m-p=1.00ml=3.75ml=1.10mL=4.69m2L=5.00m2total luas pek. Genteng75.76m275.76m25Pek. Wuwung# Lantai 110.35m'# Lantai 26.95m'6Pek. Listplank# Lantai 118.13m'# Lantai 236.025m'XPEKERJAAN LISTRIK# Lantai 11Pek. MCB( 1 buah )2Pek. Stop Kontak( 4 buah )3Pek. Titik Lampu( 7 buah )4Pek. Saklar Tunggal( 4 buah )5Pek. Saklar Ganda( 1 buah )# Lantai 21Pek. Stop Kontak( 4 buah )2Pek. Titik Lampu( 12 buah )3Pek. Saklar Tunggal( 2 buah )4Pek. Saklar Ganda( 4 buah )XIPEKERJAAN SANITASI# Lantai 11Pek. Pipa Air Bersih22.51m'2Pek. Pipa Air Kotor13.09m'3Pek. Pipa Air Bekas25.3m'4Pek. Kloset Duduk(1 buah)5Pek. Kloset Jongkok(1 buah)6Pek. Kran(4 buah)7Pek. Floor Drain(2 buah)8Pek. Septictank(1 buah)9Pek. Tandon(1 buah)# Lantai 21Pek. Pipa Air Bersih1.5m'2Pek. Pipa Air Kotor0.41m'3Pek. Kloset Duduk( 1 buah )4Pek. Kran( 1 buah )5Pek. Floor Drain( 1 buah )XIIPEKERJAAN PENGECATAN# Lantai 11Pek. Cat dinding baru31.58m2278.08m2total309.66m2309.66m22Pek. Cat kusen kayu-PG =2.188m2total pekerjaan cat kusen kayu-P1 =2.128m210.24m2-PJ2 =2.597m210.24m2-J1 =1.280m2-J2 =2.045m23Pek. Cat daun pintu-PG =6.38m2total pekerjaan cat daun pintu-P1 =6.60m212.98m212.98m24Pek. Cat plafond-0.782.803.58m'total luas penutup plafond-2.805.308.10m'42.18m'-2.802.905.70m'42.18m'-1.902.204.10m'-1.801.903.70m'-4.005.759.75m'-2.804.457.25m'5Pek. Cat list plafond-0.782.807.15m'total luas penutup plafond-2.805.3016.20m'84.35m'-2.802.9011.40m'84.35m'-1.902.208.20m'-1.801.907.40m'-4.005.7519.50m'-2.804.4514.50m'6Pek. Cat listplank18.13m'4.53m24.53m2# Lantai 21Pek. Cat dinding baru21.31m2179.59m2total200.90m2200.90m22Pek. Cat kusen kayu-P1 =2.128m2tota luas cat kusen kayu-J1 =1.280m28.84m2-J2 =2.045m28.84m2-PJ1 =3.392m23Pek. Cat daun pintu-P1 =3.300m2tota luas cat daun pintu-PJ1 =1.650m24.95m24.95m24Pek. Cat plafond-3.033.956.98m'total luas penutup plafond-2.956.159.10m'42.00m'-3.032.705.73m'42.00m'-1.703.034.73m'-1.751.903.65m'-1.752.103.85m'-3.854.137.98m'5Pek. Cat list plafond-3.033.9513.95m'total luas penutup plafond-2.956.1518.20m'84.00m'-3.032.7011.45m'84.00m'-1.703.039.45m'-1.751.907.30m'-1.752.107.70m'-3.854.1315.95m'6Pek. Cat listplank36.025m'9.01m29.01m2

DVP4.2DAFTAR VOLUME PEKERJAANProyek: Pembangunan Rumah tinggal 2 LantaiLokasi: Ketintang SurabayaKonsultan: PT Anksle KaryaKontraktor: PT ANKSLE JAYA KARYANo.Uraian pekerjaanVolumeSatuan(1)(2)(3)(4)IPekerjaan Persiapan1Pembersihan lapangan153.000m22Pembuatan Bowplank52.000m'IIPekerjaan Tanah & Pondasi1Urugan Sirtu7.650m32Galian Tanah81.565m33Pembuatan Lubang Strouss4.027m34Urugan Kembali Galian44.511m35Urugan Pasir Urug3.483m36Anstamping10.494m37Pasangan Batu Kali ( 1PC : 4PS )26.560m3ALANTAI 1IIIPekerjaan Beton Bertulang1Pekerjaan Lantai Kerja0.860m32Strouss4.875m33Poor Type P13.000m34Poor Type P22.160m35Sloof2.877m36Kolom type K14.320m37Kolom type K20.800m38Kolom type KP1.440m39Balok Type B12.123m310Balok Type B20.573m311Balok Type RB0.361m312Pekerjaan Plat8.78m313Pekerjaan tangga1.086m3IVPekerjaan Dinding1Pek. Pasangan 1/2 Batu Bata 1 PC: 2 PP31.58m22Pek. Pasangan 1/2 Batu Bata 1 PC: 4 PP278.075m23Pek. Plesteran Trasram 1PC : 2 PS, Tebal 15 mm31.58m24Pek. Plesteran 1 PP: 4 PS, Tebal 15 mm278.07m25Pek. Acian309.65m26Pek. Pasangan Keramik Dinding KM10.59m2VPekerjaan Lantai1Pek. Keramik Lantai 33x3344.00m22Pek. Keramik Lantai 30x3030.00m23Pek. Keramik Lantai 20x206.00m2VIPekerjaan Kusen, Pintu dan Jendela1Pek. Kusen Kayu Kelas II 6/1512.43m32Pek. Daun Pintu Panil Kayu Kelas II12.98m23Pek. Daun Jendela Kayu Kelas II2.42m24Pek. Pintu PVC2.00buah5Pek. Kaca Rayben 5mm4.26m26Pek.Kunci tanam 2x putar5.00buah7Pek. Grendel tanam2.00buah8Pek.Engsel pintu10.00stel9Pek.Engsel jendela2.00stel10Pek. Sikutan lurus jendela4.00buahVIIPekerjaan Plafond1Pek. Rangka Plafond Meranti42.18m22Pek. Penutup Plafond Gypsum42.18m23Pek. List Plafond Gypsum84.35m'VIIIPekerjaan Atap1Pek. Gording Kayu kelas II0.25m32Pek. Usuk dan Reng23.94m23Pek. Penutup Atap Genteng23.94m24Pek. Listplank18.13m'5Pek. Wuwung10.35m'IXPekerjaan SANITASI1Pek. Pipa Air Bersih22.51m'2Pek. Pipa Air Kotor13.09m'3Pek. Pipa Air Bekas25.30m'4Pek. Kloset Duduk1.00buah5Pek. Kloset Jongkok1.00buah6Pek. Kran4.00buah7Pek. Floor Drain2.00buah8Pek. Septictank1.00buah9Pek. Tandon1.00buahXPekerjaan Instalasi Listrik1Pek. MCB1.00titik2Pek. Stop Kontak4.00titik3Pek. Titik Lampu7.00titik4Pek. Saklar Tunggal4.00titik5Pek. Saklar Ganda1.00titikXIPekerjaan Pengecatan1Pek. Cat dinding baru309.66m22Pek. Cat kusen kayu10.24m23Pek. Cat daun pintu12.98m24Pek. Cat plafond42.18m25Pek. Cat list plafond84.35m26Pek. Cat listplank4.53m2BLANTAI 2XIIPekerjaan Beton Bertulang1Kolom type K13.150m32Kolom type K20.560m33Kolom type KP0.470m34Balok Type RB1.434m3XIIIPekerjaan Dinding1Pek. Pasangan 1/2 Batu Bata 1 PC: 2 PP21.31m22Pek. Pasangan 1/2 Batu Bata 1 PC: 4 PP179.5875m23Pek. Plesteran Trasram 1PC : 2 PS, Tebal 15 mm42.62m24Pek. Plesteran 1 PP: 4 PS, Tebal 15 mm359.17m25Pek. Acian401.79m26Pek. Pasangan Keramik Dinding KM11.24m2XIVPekerjaan Lantai1Pek. Keramik Lantai 33x3358.00m22Pek. Keramik Lantai 20x204.00m2XVPekerjaan Kusen, Pintu dan Jendela1Pek. Kusen Kayu Kelas II 6/150.38m32Pek. Daun Pintu Panil Kayu Kelas II4.95m23Pek. Daun Jendela Kayu Kelas II3.64m24Pek. Pintu PVC1.00buah5Pek. Kaca Rayben 5mm4.87m26Pek.Kunci tanam 2x putar3.00buah7Pek. Grendel Jendela4.00buah8Pek.Engsel pintu3.00stel9Pek.Engsel jendela4.00stel10Pek. Sikutan lurus jendela10.00buahXVIPekerjaan Plafond1Pek. Rangka Plafond Meranti42.00m22Pek. Penutup Plafond Gypsum42.00m23Pek. List Plafond Gypsum84.00m'XVIIPekerjaan Atap1Pek. Kuda-Kuda0.43m32Pek. Gording0.82m33Pek. Usuk dan Reng75.76m24Pek. Penutup Atap Genteng75.76m25Pek. Wuwung6.95m'6Pek. Listplank36.03m'XVIIIPekerjaan SANITASI1Pek. Pipa Air Bersih1.50m'2Pek. Pipa Air Kotor0.41m'3Pek. Kloset Duduk1.00buah4Pek. Kran1.00buah5Pek. Floor Drain1.00buahXIXPekerjaan Instalasi Listrik1Pek. Stop Kontak4.00titik2Pek. Titik Lampu12.00titik3Pek. Saklar Tunggal2.00titik4Pek. Saklar Ganda4.00titikXXPekerjaan Plafond2Pek. Cat kusen kayu8.84m23Pek. Cat daun pintu4.95m24Pek. Cat plafond42.00m25Pek. Cat list plafond84.00m26Pek. Cat listplank9.01m2

AHS5.ANALISA HARGA SATUAN PEKERJAAN (SNI, HSPK, BOW)Proyek: Pembangunan Rumah tinggal 2 LantaiLokasi: Ketintang SurabayaKonsultan: PT Anksle KaryaKontraktor: PT ANKSLE JAYA KARYAJenis Pekerjaan :Pembersihan Lapangan (HSPK 2011)Satuan :m2Harga Satuan :9,750.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0500O.H75,000.003,750.00-Pekerja0.1000O.H60,000.006,000.00Sub Total Upah9,750.00BBahanSub Total Bahan0.0C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)9,750.00Dibulatkan9,750.00Jenis Pekerjaan:Pemasangan Bouwplank (HSPK 2011)Satuan:m'Harga Satuan:71,915.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0050O.H75,000.00375.00-Kepala Tukang Kayu0.0100O.H60,000.00600.00-Tukang Kayu0.1000O.H55,000.005,500.00-Pekerja/ Buruh Tak Terampil0.1000O.H35,000.003,500.00Sub Total Upah9,975.00BBahan-Kayu Meranti (Papan 2/20)0.0070m33,500,000.0024,500.00-Kayu Meranti (Usuk 5/7)0.0120m33,100,000.0037,200.00-Paku Biasa 2"-5"0.0200kg12,000.00240.00Sub Total Bahan61,940.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)71,915.00Dibulatkan71,915.00Jenis Pekerjaan:Pekerjaan Pagar Keliling (HSPK 2011)Satuan:m'Harga Satuan:360,552.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0200O.H75,000.001,500.00-Kepala Tukang Kayu0.0200O.H60,000.001,200.00-Tukang Kayu0.2000O.H55,000.0011,000.00-Pekerja/ Buruh Tak Terampil0.4000O.H35,000.0014,000.00Sub Total Upah27,700.00BBahan-Dolken kayu Gelam 8-10/400 cm1.2500batang39,000.0048,750.0000-Semen Portland2.5000kg1,100.002,750.00-Seng Gelombang Uk. (0,8x1,50)1.2000lembar40,000.0048,000.00-Pasir Beton7.0000kg125.00875.00-Batu Pecah Mesin 2/30.0090m3123,200.001,108.80-Kayu Meranti 5/70.0720m33,100,000.00223,200.00-Paku Asbes0.0600kg10,900.00654.00-Cat Menl Besi0.4500kg16,700.007,515.00Sub Total Bahan332,852.80C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)360,552.80Dibulatkan360,552.00Jenis Pekerjaan:Pekerjaan Direksi Kit (HSPK 2011)Satuan:m2Harga Satuan:1,026,430.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0500O.H75,000.003,750.00-Kepala Tukang Kayu0.3000O.H60,000.0018,000.00-Tukang Kayu2.0000O.H55,000.00110,000.00-Tukang Batu1.0000O.H50,000.0050,000.00-Pekerja/ Buruh Tak Terampil2.0000O.H35,000.0070,000.00Sub Total Upah251,750.00BBahan-Dolken Kayu Gelam 8-10/400cm1.2500batang39,000.0048,750.00-Kayu Meranti Kaso 5/70.1800m33,100,000.00558,000.00-Paku Biasa 2"-5"0.8500kg12,000.0010,200.00-Besi Plat Strip1.1000kg14,300.0015,730.00-Semen Portland35.0000kg1,100.0038,500.00-Pasir Pasang0.1500m391,800.0013,770.00-Pasir Beton140.0000kg125.0017,500.00-Batu Pecah Mesin 2/30.1500m3123,200.0018,480.00-Bata Merah (Kelas 1)30.0000buah500.0015,000.00-Gel. BJLS30 uk, (80cmx180cm)0.2500lembar53,000.0013,250.00-Kaca Polos tbl 3mm0.0800m275,000.006,000.00-Kunci Tanam0.1500buah110,000.0016,500.00-Lapis Triplek 0,4cm0.0600lembar50,000.003,000.00Sub Total Bahan774,680.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)1,026,430.00Dibulatkan1,026,430.00Jenis Pekerjaan:Pembuatan Gudang dan Barak Kerja (HSPK 2011)Satuan:m2Harga Satuan:0.0NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.UpahLSLSSub Total Upah0.0BBahanLSLSSub Total Bahan-C.PeralatanLSLSSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)0.0Dibulatkan0.0Jenis Pekerjaan:Urugan Sirtu (PADAT) (HSPK 2011)Satuan:m3Harga Satuan:118,625.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0250O.H75,000.001,875.00-Pekerja0.2500O.H35,000.008,750.00Sub Total Upah10,625.00BBahan-Pasir Urug1.2000m390,000.00108,000.00Sub Total Bahan108,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)118,625.00Dibulatkan118,625.00Jenis Pekerjaan:Galian Tanah Sedalam 1 meter (SNI 2008)Satuan:m3Harga Satuan:28,125.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0250O.H75,000.001,875.00-Pekerja0.7500O.H35,000.0026,250.00Sub Total Upah28,125.00BBahanSub Total Bahan0.0C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)28,125.00Dibulatkan28,125.00Jenis Pekerjaan:Pembuatan Lubang Strouss Diameter 30cm Kedalaman 3 m (HSPK 2011)Satuan:m3Harga Satuan:116,400.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.7200O.H$75,00054,000.00-Pekerja1.4400O.H$35,00050,400.00Sub Total Upah104,400.00BBahanSub Total Bahan0.0C.Peralatan-Sewa alat bantu Strouss1.2000Jam10,00012000Sub Total Alat$12,000D.Jumlah Harga Satuan (A+B+C)116,400.00Dibulatkan116,400.00Jenis Pekerjaan:Urugan Kembali Galian (SNI 2008)Satuan:m3Harga Satuan:7,250.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0500O.H75,000.003,750.00-Pekerja0.1000O.H35,000.003,500.00Sub Total Upah7,250.00BBahanSub Total Bahan0.0C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)7,250.00Dibulatkan7,250.00Jenis Pekerjaan:Urugan Pasir Urug (SNI 2008)Satuan:m3Harga Satuan:128,850.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0100O.H75,000.00750.00-Pekerja0.3000O.H35,000.0010,500.00Sub Total Upah11,250.00BBahan-Pasir Urug1.2000m398,000.00117,600.00Sub Total Bahan117,600.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)128,850.00Dibulatkan128,850.00Jenis Pekerjaan:Pemasangan Anstamping (SNI 2008)Satuan:m3Harga Satuan:250,566.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0390O.H75,000.002,925.00-Kepala Tukang Batu0.0390O.H55,000.002,145.00-Tukang Batu0.3900O.H50,000.0019,500.00-Pekerja0.7800O.H35,000.0027,300.00Sub Total Upah51,870.00BBahan-Pasir Urug0.4320m398,000.0042,336.00-Batu Belah 15/201.2000m3130,300.00156,360.00Sub Total Bahan198,696.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)250,566.00Dibulatkan250,566.00Jenis Pekerjaan:Pemasangan Batu Kali 1PC:4PS (SNI 2008)Satuan:m3Harga Satuan:483,146.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0750O.H75,000.005,625.00-Kepala Tukang Batu0.0750O.H55,000.004,125.00-Tukang Batu0.7500O.H50,000.0037,500.00-Pekerja1.5000O.H35,000.0052,500.00Sub Total Upah99,750.00BBahan-Pasir Pasang0.5200m391,800.0047,736.00-Semen Portland163.0000kg1,100.00179,300.00-Batu Belah 15/201.2000m3130,300.00156,360.00Sub Total Bahan383,396.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)483,146.00Dibulatkan483,146.00Jenis Pekerjaan:Membuat Lantai Kerja Beton f'c=7,4 Mpa (SNI 2008)Satuan:m3Harga Satuan:531,728.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0600O.H75,000.004,500.00-Kepala Tukang Batu0.0200O.H55,000.001,100.00-Tukang Batu0.2000O.H50,000.0010,000.00-Pekerja1.2000O.H35,000.0042,000.00Sub Total Upah57,600.00BBahan-Pasir Beton893.0000kg125.00111,625.00-Semen Portland230.0000kg1,100.00253,000.00-Kerikil1027.0000kg103.70106,503.70-Air200.0000liter15.003,000.00Sub Total Bahan474,128.70C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)531,728.70Dibulatkan531,728.00Jenis Pekerjaan:Pekerjaan Beton fc'19,3 Mpa (SNI 2008)Satuan:m3Harga Satuan:686,417.00(LANTAI 1)694,344.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0830O.H75,000.006,225.00-Kepala Tukang Batu0.0280O.H55,000.001,540.00-Tukang Batu0.2750O.H50,000.0013,750.00-Pekerja/ Buruh Tak Terampil1.6500O.H35,000.0057,750.00Sub Total Upah Lt.279,265.00Sub Total Upah Lt.287,191.50BBahan-Semen Portland371.0000kg1,100.00408,100.00-Pasir Beton698.0000kg125.0087,250.00-Kerikil1047.0000kg103.70108,577.78-Air215.0000liter15.003,225.00Sub Total Bahan607,152.78C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C) Lt.1686,417.78Dibulatkan686,417.00E.Jumlah Harga Satuan (A+B+C) Lt.2694,344.28Dibulatkan694,344.00Jenis Pekerjaan:Pembesian 10 kg dengan Besi Polos (SNI 2008)Satuan:kgHarga Satuan:17,295.50(LANTAI 1)17,361.80(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0040O.H75,000.00300.00-Kepala Tukang Besi0.0070O.H55,000.00385.00-Tukang Besi0.0700O.H50,000.003,500.00-Pekerja/ Buruh Tak Terampil0.0700O.H35,000.002,450.00Sub Total Upah Lt.16,635.00Sub Total Upah Lt.27,298.50BBahan-Besi Beton Polos 1010.5000kg15,600.00163,800.00-Kawat Beton0.1500kg16,800.002,520.00Sub Total Bahan166,320.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C) Lt.1172,955.00Dibulatkan172,955.00Analisa Harga per 1kg17,295.50E.Jumlah Harga Satuan (A+B+C) Lt.2173,618.50Dibulatkan173,618.00Analisa Harga per 1kg17,361.80Jenis Pekerjaan:Memasang Bekisting untuk Pondasi (SNI 2008)Satuan:m2Harga Satuan:120,035.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0260O.H75,000.001,950.00-Kepala Tukang Kayu0.0260O.H60,000.001,560.00-Tukang Kayu0.2600O.H55,000.0014,300.00-Pekerja/ Buruh Tak Terampil0.5200O.H35,000.0018,200.00Sub Total Upah36,010.00BBahan-Kayu Kelas III0.0400m34,100,000.00164,000.00-Paku 5-10 cm0.3000kg12,000.003,600.00-Minyak Bekisting0.1000liter4,500.00450.00Sub Total Bahan168,050.00Sub Total Bahan 2X Pakai84,025.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)120,035.00Dibulatkan120,035.00Jenis Pekerjaan:Poor Type 1 (Analisa Sendiri)Satuan:m3Harga Satuan:2,818,277.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Besi Beton Polos95.5000kg17,295.501,651,720.25C.Bekisting Pondasi4.0000m2120,035.00480,140.00D.Jumlah Harga Satuan (A+B+C)2,818,277.25Dibulatkan2,818,277.00Jenis Pekerjaan:Poor Type 2 (Analisa Sendiri)Satuan:m3Harga Satuan:3,190,130.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3$686,417686,417.00B.Besi Beton Polos117.0000kg$17,2962,023,573.50C.Bekisting Pondasi4.0000m2$120,035480,140.00D.Jumlah Harga Satuan (A+B+C)3,190,130.50Dibulatkan3,190,130.00Jenis Pekerjaan:Pekerjaan Strouss (Analisa Sendiri)Satuan:m3Harga Satuan:2,353,703.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.pembesian96.4000kg17,295.501,667,286.20C.Jumlah Harga Satuan (A+B+C)2,353,703.20Dibulatkan2,353,703.00Jenis Pekerjaan:Memasang Bekisting untuk Sloof (SNI 2008 )Satuan:m2Harga Satuan:130,285.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0260O.H$75,0001,950.00-Kepala Tukang Kayu0.0260O.H$60,0001,560.00-Tukang Kayu0.2600O.H$55,00014,300.00-Pekerja/ Buruh Tak Terampil0.5200O.H$35,00018,200.00Sub Total Upah36,010.00BBahan-Kayu Kelas III0.0450m3$4,100,000184,500.00-Paku 5-10 cm0.3000kg$12,0003,600.00-Minyak Bekisting0.1000liter$4,500450.00Sub Total Bahan188,550.00Sub Total Bahan 2x Pakai94,275.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)130,285.00Dibulatkan130,285.00Jenis Pekerjaan:Pekerjaan Sloof (Analisa Sendiri)Satuan:m3Harga Satuan:5,731,745.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian191.3000kg17,295.503,308,629.15C.Bekisting13.3300m2130,285.001,736,699.05D.Jumlah Harga Satuan (A+B+C)5,731,745.20Dibulatkan5,731,745.00Jenis Pekerjaan:Memasang Bekisting untuk Kolom (SNI 2008)Satuan:m2Harga Satuan:221,242.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0330O.H$75,0002,475.00-Kepala Tukang Kayu0.0330O.H$60,0001,980.00-Tukang Kayu0.3300O.H$55,00018,150.00-Pekerja/ Buruh Tak Terampil0.6600O.H$35,00023,100.00Sub Total Upah45,705.00BBahan-Kayu Kelas III0.0400m3$4,100,000164,000.00-Paku 5-10 cm0.4000kg$12,0004,800.00-Minyak Bekisting0.2000liter$4,500900.00-Balok Kayu Kelas II0.0150m3$3,975,00059,625.00-Dolken kayu gelam 8-10 cm, panjang2.0000Batang$39,00078,000.00-Plywood tebal 9 mm0.3500Lembar$125,00043,750.00Sub Total Bahan351,075.00Sub Total Bahan 2x Pakai175,537.50C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)221,242.50Dibulatkan221,242.00Jenis Pekerjaan:Pekerjaan Kolom Type K1 (Analisa Sendiri)Satuan:m3Harga Satuan:7,542,626.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian225.9000kg17,295.503,907,053.45C.Bekisting13.3300m2221,242.002,949,155.86D.Jumlah Harga Satuan (A+B+C)7,542,626.31Dibulatkan7,542,626.00Jenis Pekerjaan:Pekerjaan Kolom Type K2 (Analisa Sendiri)Satuan:m3Harga Satuan:13,200,362.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian467.7000kg17,295.508,089,105.35C.Bekisting20.0000m2221,242.004,424,840.00D.Jumlah Harga Satuan (A+B+C)13,200,362.35Dibulatkan13,200,362.00Jenis Pekerjaan:Pekerjaan Kolom Type KP (Analisa Sendiri)Satuan:m3Harga Satuan:10,585,177.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian231.3000kg17,295.504,000,449.15C.Bekisting26.6600m2221,242.005,898,311.72D.Jumlah Harga Satuan (A+B+C)10,585,177.87Dibulatkan10,585,177.00Jenis Pekerjaan:Memasang Bekisting untuk Balok (SNI 2008)Satuan:m2Harga Satuan:227,205.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0330O.H$75,0002,475.00-Kepala Tukang Kayu0.0330O.H$60,0001,980.00-Tukang Kayu0.3300O.H$55,00018,150.00-Pekerja/ Buruh Tak Terampil0.6600O.H$35,00023,100.00Sub Total Upah45,705.00BBahan-Kayu Kelas III0.0400m3$4,100,000164,000.00-Paku 5-10 cm0.4000kg$12,0004,800.00-Minyak Bekisting0.2000liter$4,500900.00-Balok Kayu Kelas II0.0180m3$3,975,00071,550.00-Dolken kayu gelam 8-10 cm, panjang2.0000Batang$39,00078,000.00-Plywood tebal 9 mm0.3500Lembar$125,00043,750.00Sub Total Bahan363,000.00Sub Total Bahan 2x Pakai181,500.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)227,205.00Dibulatkan227,205.00Jenis Pekerjaan:Pekerjaan Balok Type B1 (Analisa Sendiri)Satuan:m3Harga Satuan:12,228,684.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian448.5000kg17,295.507,757,031.75C.Bekisting16.6600m2227,205.003,785,235.30D.Jumlah Harga Satuan (A+B+C)12,228,684.05Dibulatkan12,228,684.00Jenis Pekerjaan:Pekerjaan Balok Type B2 (Analisa Sendiri)Satuan:m3Harga Satuan:17,197,558.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian666.3000kg17,295.5011,523,991.65C.Bekisting21.9500m2227,205.004,987,149.75D.Jumlah Harga Satuan (A+B+C)17,197,558.40Dibulatkan17,197,558.00Jenis Pekerjaan:Pekerjaan Balok Type RB (Analisa Sendiri)Satuan:m3Harga Satuan:12,537,865.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian422.5000kg17,295.507,307,348.75C.Bekisting20.0000m2227,205.004,544,100.00D.Jumlah Harga Satuan (A+B+C)12,537,865.75Dibulatkan12,537,865.00Jenis Pekerjaan:Memasang Bekisting untuk Plat Lantai (SNI 2008)Satuan:m2Harga Satuan:299,242.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0330O.H$75,0002,475.00-Kepala Tukang Kayu0.0330O.H$60,0001,980.00-Tukang Kayu0.3300O.H$55,00018,150.00-Pekerja/ Buruh Tak Terampil0.6600O.H$35,00023,100.00Sub Total Upah45,705.00BBahan-Kayu Kelas III0.0400m3$4,100,000164,000.00-Paku 5-10 cm0.4000kg$12,0004,800.00-Minyak Bekisting0.2000liter$4,500900.00-Balok Kayu Kelas II0.0150m3$3,975,00059,625.00-Dolken kayu gelam 8-10 cm, panjang6.0000Batang$39,000234,000.00-Plywood tebal 9 mm0.3500Lembar$125,00043,750.00Sub Total Bahan507,075.00Sub Total Bahan 2x Pakai253,537.50C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)299,242.50Dibulatkan299,242.00Jenis Pekerjaan:Pekerjaan Plat Lantai (Analisa Sendiri)Satuan:m3Harga Satuan:3,933,186.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian43.6000kg17,295.50754,083.80C.Bekisting8.3300m2299,242.002,492,685.86D.Jumlah Harga Satuan (A+B+C)3,933,186.66Dibulatkan3,933,186.00Jenis Pekerjaan:Memasang Bekisting Tangga (SNI 2008)Satuan:m2Harga Satuan:355,555.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0330O.H$75,0002,475.00-Kepala Tukang Kayu0.0330O.H$60,0001,980.00-Tukang Kayu0.3300O.H$55,00018,150.00-Pekerja/ Buruh Tak Terampil0.6600O.H$35,00023,100.00Sub Total Upah45,705.00BBahan-Kayu Kelas III0.0300m3$4,100,000123,000.00-Paku 5-10 cm0.4000kg$12,0004,800.00-Minyak Bekisting0.1500liter$4,500675.00-Balok Kayu Kelas II0.0150m3$3,975,00059,625.00-Dolken kayu gelam 8-10 cm, panjang2.0000Batang$39,00078,000.00-Plywood tebal 9 mm0.3500Lembar$125,00043,750.00Sub Total Bahan309,850.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)355,555.00Dibulatkan355,555.00Jenis Pekerjaan:Pekerjaan Tangga (Analisa Sendiri)Satuan:m3Harga Satuan:7,824,572.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3686,417.00686,417.00B.Pembesian187.2000kg17,295.503,237,717.60C.Bekisting10.9700m2355,555.003,900,438.35D.Jumlah Harga Satuan (A+B+C)7,824,572.95Dibulatkan7,824,572.00Jenis Pekerjaan:Pekerjaan Kolom Type K1 Lt. 2 (Analisa Sendiri)Satuan:m3Harga Satuan:6,397,081.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3694,344.00694,344.00B.Pembesian158.6000kg17,361.802,753,581.48C.Bekisting13.3300m2221,242.002,949,155.86D.Jumlah Harga Satuan (A+B+C)6,397,081.34Dibulatkan6,397,081.00Jenis Pekerjaan:Pekerjaan Kolom Type K2 Lt.2 (Analisa Sendiri)Satuan:m3Harga Satuan:11,315,610.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3694,344.00694,344.00B.Pembesian356.9000kg17,361.806,196,426.42C.Bekisting20.0000m2221,242.004,424,840.00D.Jumlah Harga Satuan (A+B+C)11,315,610.42Dibulatkan11,315,610.00Jenis Pekerjaan:Pekerjaan Kolom Type KP Lt.2 (Analisa Sendiri)Satuan:m3Harga Satuan:9,191,439.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3694,344.00694,344.00B.Pembesian147.9000kg17,361.802,567,810.22C.Bekisting26.8000m2221,242.005,929,285.60D.Jumlah Harga Satuan (A+B+C)9,191,439.82Dibulatkan9,191,439.00Jenis Pekerjaan:Pekerjaan Balok Type RB Lt.2 (Analisa Sendiri)Satuan:m3Harga Satuan:12,463,225.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Beton f'c=19,3 Mpa1.0000m3694,344.00694,344.00B.Pembesian423.0000kg17,361.807,344,041.40C.Bekisting20.0000m2221,242.004,424,840.00D.Jumlah Harga Satuan (A+B+C)12,463,225.40Dibulatkan12,463,225.00Jenis Pekerjaan:Pasangan Batu Bata (tebal 1/2 bata) 1PC : 2PP (SNI 2008)Satuan:m2Harga Satuan:76,508.00(LANTAI 1)84,159.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0150O.H75,000.001,125.00-Kepala Tukang Batu0.0100O.H55,000.00550.00-Tukang Batu0.1000O.H50,000.005,000.00-Pekerja/ Buruh Tak Terampil0.3000O.H35,000.0010,500.00Sub Total Upah17,175.00BBahan-Batu Bata Merah70.0000Buah$50035,000.00-PC18.9500kg1,100.0020,845.00-PP0.0380m391,800.003,488.40Sub Total Bahan59,333.40C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)76,508.40Dibulatkan76,508.00E.Jumlah Harga Satuan (A+B+C)84,159.24Dibulatkan84,159.00Jenis Pekerjaan:Pasangan Batu Bata Merah (tebal 1/2 bata) 1PC : 4PP (SNI 2008)Satuan:m2Harga Satuan:68,772.00(LANTAI 1)75,649.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0150O.H75,000.001,125.00-Kepala Tukang Batu0.0100O.H55,000.00550.00-Tukang Batu0.1000O.H50,000.005,000.00-Pekerja/ Buruh Tak Terampil0.3000O.H35,000.0010,500.00Sub Total Upah17,175.00BBahan-Batu Bata Merah70.0000Buah$50035,000.00-PC11.5000kg1,100.0012,650.00-PP0.0430m391,800.003,947.40Sub Total Bahan51,597.40C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)68,772.40Dibulatkan68,772.00E.Jumlah Harga Satuan (A+B+C)75,649.64Dibulatkan75,649.00Jenis Pekerjaan:Plesteran tebal 15mm, 1PC : 2PP (SNI 2008)Satuan:m2Harga Satuan:33,032.00(LANTAI 1)36,335.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0150O.H75,000.001,125.00-Kepala Tukang Batu0.0150O.H55,000.00825.00-Tukang Batu0.1500O.H50,000.007,500.00-Pekerja/ Buruh Tak Terampil0.3000O.H35,000.0010,500.00Sub Total Upah19,950.00BBahan-PC10.2240kg1,100.0011,246.40-PP0.0200m391,800.001,836.00Sub Total Bahan13,082.40C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)33,032.40Dibulatkan33,032.00E.Jumlah Harga Satuan (A+B+C)36,335.64Dibulatkan36,335.00Jenis Pekerjaan:Plesteran tebal 15mm, 1PC : 4PP (SNI 2008)Satuan:m2Harga Satuan:29,017.00(LANTAI 1)31,918.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0150O.H75,000.001,125.00-Kepala Tukang Batu0.0150O.H55,000.00825.00-Tukang Batu0.1500O.H50,000.007,500.00-Pekerja/ Buruh Tak Terampil0.3000O.H35,000.0010,500.00Sub Total Upah19,950.00BBahan-PC6.2400kg1,100.006,864.00-PP0.0240m391,800.002,203.20Sub Total Bahan9,067.20C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)29,017.20Dibulatkan29,017.00E.Jumlah Harga Satuan (A+B+C)31,918.92Dibulatkan31,918.00Jenis Pekerjaan:Acian tebal 15mm, 1PC : 4PP (SNI 2008)Satuan:m2Harga Satuan:16,875.00(LANTAI 1)18,562.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0100O.H75,000.00750.00-Kepala Tukang Batu0.0100O.H55,000.00550.00-Tukang Batu0.1000O.H50,000.005,000.00-Pekerja/ Buruh Tak Terampil0.2000O.H35,000.007,000.00Sub Total Upah13,300.00BBahan-PC3.2500kg1,100.003,575.00Sub Total Bahan3,575.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)16,875.00Dibulatkan16,875.00E.Jumlah Harga Satuan (A+B+C)18,562.50Dibulatkan18,562.00Jenis Pekerjaan:Pasangan Dinding Keramik (SNI 2008)Satuan:m2Harga Satuan:128,938.00(LANTAI 1)141,832.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0450O.H75,000.003,375.00-Kepala Tukang Batu0.0450O.H55,000.002,475.00-Tukang Batu0.4500O.H50,000.0022,500.00-Pekerja/ Buruh Tak Terampil0.9000O.H35,000.0031,500.00Sub Total Upah59,850.00BBahan-Keramik26.5000buah1,800.0047,700.00-Semen Warna1.9400kg4,900.009,506.00-PP0.0180m391,800.001,652.40-PC9.3000kg1,100.0010,230.00Sub Total Bahan69,088.40C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)128,938.40Dibulatkan128,938.00E.Jumlah Harga Satuan (A+B+C)141,832.24Dibulatkan141,832.00Jenis Pekerjaan:Memasang Lantai Keramik Ukuran 33x33 cm (SNI 2008)Satuan:m2Harga Satuan:110,628.00(LANTAI 1)121,690.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0350O.H75,000.002,625.00-Kepala Tukang Batu0.0350O.H55,000.001,925.00-Tukang Batu0.3500O.H50,000.0017,500.00-Pekerja/ Buruh Tak Terampil0.7000O.H35,000.0024,500.00Sub Total Upah46,550.00BBahan-Ubin Keramik10.0000Buah4,300.0043,000.00-PP0.0450m391,800.004,131.00-PC8.1900kg1,100.009,009.00-Semen Warna1.6200kg4,900.007,938.00Sub Total Bahan64,078.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)110,628.00Dibulatkan110,628.00E.Jumlah Harga Satuan (A+B+C)121,690.80Dibulatkan121,690.00Jenis Pekerjaan:Memasang Lantai Keramik Ukuran 30x30 cm (SNI 2008)Satuan:m2Harga Satuan:114,137.00NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0350O.H75,000.002,625.00-Kepala Tukang Batu0.0350O.H55,000.001,925.00-Tukang Batu0.3500O.H50,000.0017,500.00-Pekerja/ Buruh Tak Terampil0.7000O.H35,000.0024,500.00Sub Total Upah46,550.00BBahan-Ubin Keramik11.8700Buah3,800.0045,106.00-PP0.0450m391,800.004,131.00-PC10.0000kg1,100.0011,000.00-Semen Warna1.5000kg4,900.007,350.00Sub Total Bahan67,587.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)114,137.00Dibulatkan114,137.00Jenis Pekerjaan:Memasang Lantai Keramik Ukuran 20x20 cm (SNI 2008)Satuan:m2Harga Satuan:117,759.00(LANTAI 1)129,534.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0350O.H75,000.002,625.00-Kepala Tukang Batu0.0350O.H55,000.001,925.00-Tukang Batu0.3500O.H50,000.0017,500.00-Pekerja/ Buruh Tak Terampil0.7000O.H35,000.0024,500.00Sub Total Upah46,550.00BBahan-Ubin Keramik26.5000Buah1,800.0047,700.00-PP0.0450m391,800.004,131.00-PC10.4000kg1,100.0011,440.00-Semen Warna1.6200kg4,900.007,938.00Sub Total Bahan71,209.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)117,759.00Dibulatkan117,759.00E.Jumlah Harga Satuan (A+B+C)129,534.90Dibulatkan129,534.00Jenis Pekerjaan:Memasang Kusen Pintu dan Kusen Jendela, Kayu Kelas II (SNI 2008)Satuan:m2Harga Satuan:6,123,300.00(LANTAI 1)6,735,630.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.3000O.H75,000.0022,500.00-Kepala Tukang Kayu1.8000O.H60,000.00108,000.00-Tukang Kayu18.0000O.H55,000.00990,000.00-Pekerja/ Buruh Tak Terampil6.0000O.H35,000.00210,000.00Sub Total Upah1,330,500.00BBahan-Balok Kayu1.2000m33,975,000.004,770,000.00-Paku 10 cm1.2500kg12,000.0015,000.00-Lem Kayu1.0000kg7,800.007,800.00Sub Total Bahan4,792,800.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)6,123,300.00Dibulatkan6,123,300.00E.Jumlah Harga Satuan (A+B+C)6,735,630.00Dibulatkan6,735,630.00Jenis Pekerjaan:Memasang Daun Pintu Panel , Kayu Kelas II (SNI 2008)Satuan:m2Harga Satuan:365,650.00(LANTAI 1)402,215.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0500O.H75,000.003,750.00-Kepala Tukang Kayu0.3000O.H60,000.0018,000.00-Tukang Kayu3.0000O.H55,000.00165,000.00-Pekerja/ Buruh Tak Terampil1.0000O.H35,000.0035,000.00Sub Total Upah221,750.00BBahan-Papan Kayu0.0400m33,500,000.00140,000.00-Lem Kayu0.5000kg7,800.003,900.00Sub Total Bahan143,900.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)365,650.00Dibulatkan365,650.00E.Jumlah Harga Satuan (A+B+C)402,215.00Dibulatkan402,215.00Jenis Pekerjaan:Memasang Daun Pintu atau Jendela Kaca , Kayu Kelas II (SNI 2008)Satuan:m2Harga Satuan:263,740.00(LANTAI 1)290,114.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0400O.H75,000.003,000.00-Kepala Tukang Kayu0.2400O.H60,000.0014,400.00-Tukang Kayu2.4000O.H55,000.00132,000.00-Pekerja/ Buruh Tak Terampil0.8000O.H35,000.0028,000.00Sub Total Upah177,400.00BBahan-Papan Kayu0.0240m33,500,000.0084,000.00-Lem Kayu0.3000kg7,800.002,340.00Sub Total Bahan86,340.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)263,740.00Dibulatkan263,740.00E.Jumlah Harga Satuan (A+B+C)290,114.00Dibulatkan290,114.00Jenis Pekerjaan:Memasang Pintu PVC (HSPK 2011)Satuan:BuahHarga Satuan:365,250.00(LANTAI 1)401,775.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0300O.H75,000.002,250.00-Kepala Tukang Kayu0.2000O.H60,000.0012,000.00-Tukang Kayu2.0000O.H55,000.00110,000.00-Pekerja/ Buruh Tak Terampil0.6000O.H35,000.0021,000.00Sub Total Upah145,250.00BBahan-Daun Pintu PVC1.0000Buah220,000.00220,000.00Sub Total Bahan220,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)365,250.00Dibulatkan365,250.00E.Jumlah Harga Satuan (A+B+C)401,775.00Dibulatkan401,775.00Jenis Pekerjaan:Kaca Rayben 5 mm (HSPK 2011)Satuan:BuahHarga Satuan:75,735.00(LANTAI 1)83,308.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0008O.H75,000.0060.00-Kepala Tukang Kayu0.0150O.H60,000.00900.00-Tukang Kayu0.1500O.H55,000.008,250.00-Pekerja/ Buruh Tak Terampil0.0150O.H35,000.00525.00Sub Total Upah9,735.00BBahan-Kaca Rayben Tebal 5mm1.1000m260,000.0066,000.00Sub Total Bahan66,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)75,735.00Dibulatkan75,735.00E.Jumlah Harga Satuan (A+B+C)83,308.50Dibulatkan83,308.00Jenis Pekerjaan:Kunci Tanam 2X Putar (HSPK 2011)Satuan:BuahHarga Satuan:158,825.00(LANTAI 1)174,707.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0050O.H75,000.00375.00-Kepala Tukang Kayu0.0100O.H60,000.00600.00-Tukang Kayu0.5000O.H55,000.0027,500.00-Pekerja/ Buruh Tak Terampil0.0100O.H35,000.00350.00Sub Total Upah28,825.00BBahan-Kunci Tanam 2X Putar (Kuningan)1.0000buah130,000.00130,000.00Sub Total Bahan130,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)158,825.00Dibulatkan158,825.00E.Jumlah Harga Satuan (A+B+C)174,707.50Dibulatkan174,707.00Jenis Pekerjaan:Grendel Jendela (HSPK 2011)Satuan:BuahHarga Satuan:26,200.00(LANTAI 1)28,820.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Tukang Kayu0.1200O.H55,000.006,600.00-Pekerja/ Buruh Tak Terampil0.0600O.H35,000.002,100.00Sub Total Upah8,700.00BBahan-Grendel Jendela Biasa1.0000buah17,500.0017,500.00Sub Total Bahan17,500.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)26,200.00Dibulatkan26,200.00E.Jumlah Harga Satuan (A+B+C)28,820.00Dibulatkan28,820.00Jenis Pekerjaan:Engsel Kuningan untuk Pintu (HSPK 2011)Satuan:StelHarga Satuan:46,735.00(LANTAI 1)51,408.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0008O.H75,000.0060.00-Kepala Tukang Kayu0.0150O.H60,000.00900.00-Tukang Kayu0.1500O.H55,000.008,250.00-Pekerja/ Buruh Tak Terampil0.0150O.H35,000.00525.00Sub Total Upah9,735.00BBahan-Engsel Kuningan untuk Pintu1.0000stel37,000.0037,000.00Sub Total Bahan37,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)46,735.00Dibulatkan46,735.00E.Jumlah Harga Satuan (A+B+C)51,408.50Dibulatkan51,408.00Jenis Pekerjaan:Engsel Kuningan untuk Jendela (HSPK 2011)Satuan:StelHarga Satuan:36,487.00(LANTAI 1)40,136.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0005O.H75,000.0037.50-Kepala Tukang Kayu0.0100O.H60,000.00600.00-Tukang Kayu0.1000O.H55,000.005,500.00-Pekerja/ Buruh Tak Terampil0.0100O.H35,000.00350.00Sub Total Upah6,487.50BBahan-Engsel Kuningan untuk Jendela1.0000stel30,000.0030,000.00Sub Total Bahan30,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)36,487.50Dibulatkan36,487.00E.Jumlah Harga Satuan (A+B+C)40,136.25Dibulatkan40,136.00Jenis Pekerjaan:Sikutan Lurus Jendela (HSPK 2011)Satuan:BuahHarga Satuan:29,500.00(LANTAI 1)32,450.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Tukang Kayu0.1400O.H55,000.007,700.00-Pekerja/ Buruh Tak Terampil0.0800O.H35,000.002,800.00Sub Total Upah10,500.00BBahan-Sikutan Lurus Jendela1.0000buah19,000.0019,000.00Sub Total Bahan19,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)29,500.00Dibulatkan29,500.00E.Jumlah Harga Satuan (A+B+C)32,450.00Dibulatkan32,450.00Jenis Pekerjaan:Rangka Plafond Meranti (HSPK 2011)Satuan:m2Harga Satuan:64,415.00(LANTAI 1)70,856.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0750O.H75,000.005,625.00-Kepala Tukang Kayu0.0250O.H60,000.001,500.00-Tukang Kayu0.2500O.H55,000.0013,750.00-Pekerja/ Buruh Tak Terampil0.1500O.H35,000.005,250.00Sub Total Upah26,125.00BBahan-Kayu Meranti (balok 5/7)0.0120m33,100,000.0037,200.00-Paku Asbes0.1000kg10,900.001,090.00Sub Total Bahan38,290.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)64,415.00Dibulatkan64,415.00E.Jumlah Harga Satuan (A+B+C)70,856.50Dibulatkan70,856.00Jenis Pekerjaan:Penutup Plafond Gypsum (HSPK 2011)Satuan:m2Harga Satuan:25,607.00(LANTAI 1)28,167.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0050O.H75,000.00375.00-Kepala Tukang Kayu0.0050O.H60,000.00300.00-Tukang Kayu0.0500O.H55,000.002,750.00-Pekerja/ Buruh Tak Terampil0.1000O.H35,000.003,500.00Sub Total Upah6,925.00BBahan-Gypsum Tebal 9mm0.3640lembar48,000.0017,472.00-Paku Triplek/ Eternit0.1100kg11,000.001,210.00Sub Total Bahan18,682.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)25,607.00Dibulatkan25,607.00E.Jumlah Harga Satuan (A+B+C)28,167.70Dibulatkan28,167.00Jenis Pekerjaan:Penutup List Plafond Gypsum (SNI 2008)Satuan:m'Harga Satuan:15,330.00(LANTAI 1)16,863.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0030O.H75,000.00225.00-Kepala Tukang Kayu0.0060O.H60,000.00360.00-Tukang Kayu0.0600O.H55,000.003,300.00-Pekerja/ Buruh Tak Terampil0.0600O.H35,000.002,100.00Sub Total Upah5,985.00BBahan-List Gypsum1.0500m'8,500.008,925.00-Tepung Gypsum0.1500kg2,800.00420.00Sub Total Bahan9,345.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)15,330.00Dibulatkan15,330.00E.Jumlah Harga Satuan (A+B+C)16,863.00Dibulatkan16,863.00Jenis Pekerjaan:Gording Kayu Kelas II (SNI 2008)Satuan:m3Harga Satuan:4,737,065.00(LANTAI 1)5,210,771.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.1200O.H75,000.009,000.00-Kepala Tukang Kayu0.7200O.H60,000.0043,200.00-Tukang Kayu7.2000O.H55,000.00396,000.00-Pekerja/ Buruh Tak Terampil2.4000O.H35,000.0084,000.00Sub Total Upah532,200.00BBahan-Balok Kayu1.0500m33,975,000.004,173,750.00-Besi Strip Tebal 5mm2.0500kg14,300.0029,315.00-Paku 12cm0.1500kg12,000.001,800.00Sub Total Bahan4,204,865.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)4,737,065.00Dibulatkan4,737,065.00E.Jumlah Harga Satuan (A+B+C)5,210,771.50Dibulatkan5,210,771.00Jenis Pekerjaan:Usuk dan Reng Kayu Meranti (HSPK 2011)Satuan:m2Harga Satuan:609,950.00(LANTAI 1)670,945.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0500O.H75,000.003,750.00-Kepala Tukang Kayu0.0100O.H60,000.00600.00-Tukang Kayu0.1000O.H55,000.005,500.00-Pekerja/ Buruh Tak Terampil0.1000O.H35,000.003,500.00Sub Total Upah13,350.00BBahan-Kayu Meranti 3/50.0570m32,800,000.00159,600.00-Kayu Meranti Usuk 5/70.1400m33,100,000.00434,000.00-Paku Reng0.2500kg12,000.003,000.00Sub Total Bahan596,600.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)609,950.00Dibulatkan609,950.00E.Jumlah Harga Satuan (A+B+C)670,945.00Dibulatkan670,945.00Jenis Pekerjaan:Penutup Atap Genteng Karang Pilang (HSPK 2011)Satuan:m2Harga Satuan:141,705.00(LANTAI 1)155,875.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0080O.H75,000.00600.00-Kepala Tukang Kayu0.0080O.H60,000.00480.00-Tukang Kayu0.0750O.H55,000.004,125.00-Pekerja/ Buruh Tak Terampil0.1500O.H35,000.005,250.00Sub Total Upah10,455.00BBahan-Genteng Karang Pilang25.0000buah5,250.00131,250.00Sub Total Bahan131,250.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)141,705.00Dibulatkan141,705.00E.Jumlah Harga Satuan (A+B+C)155,875.50Dibulatkan155,875.00Jenis Pekerjaan:Listplank 3/25 (SNI 2008)Satuan:m'Harga Satuan:58,475.00(LANTAI 1)64,322.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0050O.H75,000.00375.00-Kepala Tukang Kayu0.0200O.H60,000.001,200.00-Tukang Kayu0.2000O.H55,000.0011,000.00-Pekerja/ Buruh Tak Terampil0.1000O.H35,000.003,500.00Sub Total Upah16,075.00BBahan-Kayu Meranti (Papan 3/25)0.0110m33,800,000.0041,800.00-Paku 5 cm-7 cm0.0500kg12,000.00600.00Sub Total Bahan42,400.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)58,475.00Dibulatkan58,475.00E.Jumlah Harga Satuan (A+B+C)64,322.50Dibulatkan64,322.00Jenis Pekerjaan:Kuda-Kuda (SNI 2008)Satuan:m3Harga Satuan:5,541,200.00(LANTAI 1)6,095,320.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.2000O.H75,000.0015,000.00-Kepala Tukang Kayu1.2000O.H60,000.0072,000.00-Tukang Kayu12.0000O.H55,000.00660,000.00-Pekerja/ Buruh Tak Terampil4.0000O.H35,000.00140,000.00Sub Total Upah887,000.00BBahan-Balok Kayu1.1000m33,975,000.004,372,500.00-Besi Plat Strip15.0000kg14,300.00214,500.00-Paku 12 cm5.6000kg12,000.0067,200.00Sub Total Bahan4,654,200.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)5,541,200.00Dibulatkan5,541,200.00E.Jumlah Harga Satuan (A+B+C)6,095,320.00Dibulatkan6,095,320.00Jenis Pekerjaan:Wuwung (SNI 2008)Satuan:m'Harga Satuan:79,318.00(LANTAI 1)87,250.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0020O.H75,000.00150.00-Kepala Tukang Kayu0.0200O.H60,000.001,200.00-Tukang Kayu0.2000O.H55,000.0011,000.00-Pekerja/ Buruh Tak Terampil0.4000O.H35,000.0014,000.00Sub Total Upah26,350.00BBahan-Semen PC0.0032kg1,100.003.52-Pasir Pasang0.0323m391,800.002,965.14-Genteng Wuwung Karang Pilang5.0000buah10,000.0050,000.00Sub Total Bahan52,968.66C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)79,318.66Dibulatkan79,318.00E.Jumlah Harga Satuan (A+B+C)87,250.53Dibulatkan87,250.00Jenis Pekerjaan:Pipa Air Bersih 3/4" (HSPK 2011)Satuan:m'Harga Satuan:39,355.00(LANTAI 1)43,290.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0018O.H75,000.00135.00-Kepala Tukang Pipa0.0060O.H55,000.00330.00-Tukang Pipa0.0600O.H50,000.003,000.00-Pekerja Terampil0.0360O.H40,000.001,440.00Sub Total Upah4,905.00BBahan-Pipa PVC 3/4" panjang 6 mm0.3000batang53,000.0015,900.00-Perlengkapan 35% Harga Pipa0.3500buah53,000.0018,550.00Sub Total Bahan34,450.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)39,355.00Dibulatkan39,355.00E.Jumlah Harga Satuan (A+B+C)43,290.50Dibulatkan43,290.00Jenis Pekerjaan:Pipa Air Kotor 4" (HSPK 2011)Satuan:m'Harga Satuan:73,155.00(LANTAI 1)80,470.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0018O.H75,000.00135.00-Kepala Tukang Pipa0.0060O.H55,000.00330.00-Tukang Pipa0.0600O.H50,000.003,000.00-Pekerja Terampil0.0360O.H40,000.001,440.00Sub Total Upah4,905.00BBahan-Pipa PVC 4" panjang 6 mm0.3000batang105,000.0031,500.00-Perlengkapan 35% Harga Pipa0.3500buah105,000.0036,750.00Sub Total Bahan68,250.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)73,155.00Dibulatkan73,155.00E.Jumlah Harga Satuan (A+B+C)80,470.50Dibulatkan80,470.00Jenis Pekerjaan:Pipa Air Kotor 3" (HSPK 2011)Satuan:m'Harga Satuan:60,155.00(LANTAI 1)66,170.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0018O.H75,000.00135.00-Kepala Tukang Pipa0.0060O.H55,000.00330.00-Tukang Pipa0.0600O.H50,000.003,000.00-Pekerja Terampil0.0360O.H40,000.001,440.00Sub Total Upah4,905.00BBahan-Pipa PVC 3" panjang 6 mm0.3000batang85,000.0025,500.00-Perlengkapan 35% Harga Pipa0.3500buah85,000.0029,750.00Sub Total Bahan55,250.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)60,155.00Dibulatkan60,155.00E.Jumlah Harga Satuan (A+B+C)66,170.50Dibulatkan66,170.00Jenis Pekerjaan:Kloset Duduk (HSPK 2011)Satuan:BuahHarga Satuan:1,192,805.00(LANTAI 1)1,312,085.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.1600O.H75,000.0012,000.00-Kepala Tukang Batu0.0010O.H55,000.0055.00-Tukang Batu1.1000O.H50,000.0055,000.00-Pekerja Terampil3.3000O.H40,000.00132,000.00Sub Total Upah199,055.00BBahan-Kloset Duduk INA1.0000buah937,500.00937,500.00-Perlengkapan 6% Harga Kloset0.0600buah937,500.0056,250.00Sub Total Bahan993,750.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)1,192,805.00Dibulatkan1,192,805.00E.Jumlah Harga Satuan (A+B+C)1,312,085.50Dibulatkan1,312,085.00Jenis Pekerjaan:Kloset Jongkok (HSPK 2011)Satuan:BuahHarga Satuan:360,420.00(LANTAI 1)396,462.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.1600O.H75,000.0012,000.00-Kepala Tukang Batu1.5000O.H55,000.0082,500.00-Tukang Batu1.5000O.H50,000.0075,000.00-Pekerja Terampil1.0000O.H40,000.0040,000.00Sub Total Upah209,500.00BBahan-Kloset Duduk INA1.0000buah150,000.00150,000.00-Semen Portland0.0024kg1,100.002.64-Pasr Pasang0.0100m391,800.00918.00Sub Total Bahan150,920.64C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)360,420.64Dibulatkan360,420.00E.Jumlah Harga Satuan (A+B+C)396,462.70Dibulatkan396,462.00Jenis Pekerjaan:Kran Air (HSPK 2011)Satuan:BuahHarga Satuan:46,150.00(LANTAI 1)50,765.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Kepala Tukang Pipa0.0300O.H55,000.001,650.00-Tukang Pipa0.1500O.H50,000.007,500.00Sub Total Upah9,150.00BBahan-Kran Air1.0000buah28,000.0028,000.00-Rol TBA1.0000rol9,000.009,000.00Sub Total Bahan37,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)46,150.00Dibulatkan46,150.00E.Jumlah Harga Satuan (A+B+C)50,765.00Dibulatkan50,765.00Jenis Pekerjaan:Floor Drain (HSPK 2011)Satuan:BuahHarga Satuan:63,205.00(LANTAI 1)69,525.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0018O.H75,000.00135.00-Kepala Tukang Batu0.0060O.H55,000.00330.00-Tukang Batu0.0600O.H50,000.003,000.00-Pekerja Terampil0.0360O.H40,000.001,440.00Sub Total Upah4,905.00BBahan-Avour1.0000buah55,000.0055,000.00-Perlengkapan 35% Harga Kloset0.0600m355,000.003,300.00Sub Total Bahan58,300.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)63,205.00Dibulatkan63,205.00E.Jumlah Harga Satuan (A+B+C)69,525.50Dibulatkan69,525.00Jenis Pekerjaan:Stop Kontak (HSPK 2011)Satuan:titikHarga Satuan:222,790.00(LANTAI 1)245,069.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Kepala Tukang Listrik0.0500O.H55,000.002,750.00-Tukang Listrik0.2000O.H50,000.0010,000.00-Pekerja Terampil0.0010O.H40,000.0040.00Sub Total Upah12,790.00BBahan-Stop Kontak (broco)1.0000buah20,000.0020,000.00-Kabel NYA 500 Volt 2x 2,5 mm210.0000m'18,000.00180,000.00-Pipa Pralon 5/81.0000lonjor7,000.007,000.00-T Doos Pvc1.0000buah3,000.003,000.00Sub Total Bahan210,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)222,790.00Dibulatkan222,790.00E.Jumlah Harga Satuan (A+B+C)245,069.00Dibulatkan245,069.00Jenis Pekerjaan:Titik Lampu (HSPK 2011)Satuan:titikHarga Satuan:519,750.00(LANTAI 1)571,725.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Kepala Tukang Listrik0.0500O.H55,000.002,750.00-Tukang Listrik0.5000O.H50,000.0025,000.00-Pekerja Terampil0.3000O.H40,000.0012,000.00Sub Total Upah39,750.00BBahan-Isolator4.0000buah35,000.00140,000.00-Kabel NYA 500 Volt 2x 2,5 mm210.0000m'18,000.00180,000.00-Pipa Pralon 5/81.0000lonjor7,000.007,000.00-T Doos Pvc1.0000buah3,000.003,000.00-Fiting Plafond1.0000buah150,000.00150,000.00Sub Total Bahan480,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)519,750.00Dibulatkan519,750.00E.Jumlah Harga Satuan (A+B+C)571,725.00Dibulatkan571,725.00Jenis Pekerjaan:Pemasangan Saklar Tunggal (HSPK 2011)Satuan:titikHarga Satuan:42,290.00(LANTAI 1)46,519.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Kepala Tukang Listrik0.0500O.H55,000.002,750.00-Tukang Listrik0.2000O.H50,000.0010,000.00-Pekerja Terampil0.0010O.H40,000.0040.00Sub Total Upah12,790.00BBahan-Saklar Tunggal Broco1.0000buah29,500.0029,500.00Sub Total Bahan29,500.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)42,290.00Dibulatkan42,290.00E.Jumlah Harga Satuan (A+B+C)46,519.00Dibulatkan46,519.00Jenis Pekerjaan:Pemasangan Saklar Ganda (HSPK 2011)Satuan:titikHarga Satuan:48,790.00(LANTAI 1)53,669.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Kepala Tukang Listrik0.0500O.H55,000.002,750.00-Tukang Listrik0.2000O.H50,000.0010,000.00-Pekerja Terampil0.0010O.H40,000.0040.00Sub Total Upah12,790.00BBahan-Saklar Tunggal Broco1.0000buah36,000.0036,000.00Sub Total Bahan36,000.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)48,790.00Dibulatkan48,790.00E.Jumlah Harga Satuan (A+B+C)53,669.00Dibulatkan53,669.00Jenis Pekerjaan:Cat Dinding Baru (HSPK 2011)Satuan:m2Harga Satuan:35,778.00(LANTAI 1)39,356.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0025O.H75,000.00187.50-Kepala Tukang Cat0.0042O.H55,000.00231.00-Tukang Cat0.0420O.H50,000.002,100.00-Pekerja Tak Terampil0.0280O.H35,000.00980.00Sub Total Upah3,498.50BBahan-Dempul Tembok (Cat Dasar)0.1200kg8,000.00960.00-Cat Tembok Luar0.3600kg87,000.0031,320.00Sub Total Bahan32,280.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)35,778.50Dibulatkan35,778.00E.Jumlah Harga Satuan (A+B+C)39,356.35Dibulatkan39,356.00Jenis Pekerjaan:Cat Kusen Kayu (HSPK 2011)Satuan:m2Harga Satuan:50,807.00(LANTAI 1)55,888.00(LANTAI 2)NOUraianKoefisienSatuanHarga Satuan '(Rp)Jumlah Harga (Rp)(1)(2)(3)(4)(5)(6) = (3) (5)A.Upah-Mandor0.0025O.H75,000.00187.50-Kepala Tukang Cat0.0040O.H55,000.00220.00-Tukang Cat0.1050O.H50,000.005,250.00-Pekerja Tak Terampil0.0700O.H35,000.002,450.00Sub Total Upah8,107.50BBahan-Cat Meni Kayu0.1500kg20,000.003,000.00-Plamir0.3000kg47,000.0014,100.00-Cat Kayu0.2000kg50,000.0010,000.00-Cat Penutup0.3000kg52,000.0015,600.00Sub Total Bahan42,700.00C.PeralatanSub Total Alat0.0D.Jumlah Harga Satuan (A+B+C)50,807.50Dibulatkan50,807.00E.Jumlah Harga Satuan (A+B+C)55,888.25Dibulatkan55,888.00Pembuatan BowplankPekerjaan Pagar KelilingPekerjaan direksi kitPembuatan Gudang dan barak kerjaPekerjaan Urugan Sirtupekerjaan galian tanah pondasiUrugan PasirAnstampingPasangan Batu Kali ( 1 : 4 )Pekerjaan Lantai KerjaPoor Type P1Poor Type P2SloofKolom type K1Kolom type K2Kolom type KPBalok Type B1Balok Type B2Balok Type BPPekerjaan PlatPekerjaan tanggaListplank Type 1Listplank Type 2Pekerjaan Lantai KerjaPoor Type P1Poor Type P2SloofKolom type K1Kolom type K2Kolom type KPBalok Type B2Balok Type BPPekerjaan tanggaListplank Type 1Listplank Type 2

RAB6.1RENCANA ANGGARAN BIAYAProyek: Pembangunan Rumah tinggal 2 LantaiLokasi: Ketintang SurabayaKonsultan: PT Anksle KaryaKontraktor: PT ANKSLE JAYA KARYANo.Uraian pekerjaanVolumeSatuanHarga Satuan (RP)Jumlah Harga (RP)(1)(2)(3)(4)(5)(6)=(3)X(5)IPekerjaan Persiapan1Pembersihan lapangan153m29,750.001,491,750.002Pembuatan Bowplank52m'71,915.003,739,580.00Sub Total5,231,330.00IIPekerjaan Tanah & Pondasi1Urugan Sirtu7.650m3118,625.00907,481.252Galian Tanah81.565m328,125.002,294,015.633Pembuatan Lubang Strouss4.027m3116,400.00468,748.624Urugan Kembali Galian44.511m37,250.00322,704.755Urugan Pasir3.483m3128,850.00448,720.136Anstamping10.494m3250,566.002,629,439.607Pasangan Batu Kali ( 1PC : 4PS )26.560m3483,146.0012,832,357.76Sub Total19,903,467.73ALantai 1IIIPekerjaan Beton Bertulang1Pekerjaan Lantai Kerja0.860m3531,728.00457,286.082Strouss4.875m32,353,703.0011,473,949.073Poor Type P13.000m32,818,277.008,454,831.004Poor Type P22.160m33,190,130.006,890,680.805Sloof2.877m35,731,745.0016,490,230.376Kolom type K14.320m37,542,626.0032,584,144.327Kolom type K20.800m313,200,362.0010,560,289.608Kolom type KP1.440m310,585,177.0015,242,654.889Balok Type B12.123m312,228,684.0025,959,967.5510Balok Type B20.573m317,197,558.009,854,458.7011Balok Type RB0.361m312,537,865.004,520,683.9512Pekerjaan Plat8.78m33,933,186.0034,548,822.6313Pekerjaan tangga1.086m37,824,572.008,497,485.19Sub Total185,535,484.13IVPekerjaan Dinding1Pek. Pasangan 1/2 Batu Bata 1 PC: 2 PP31.58m276,508.002,416,122.642Pek. Pasangan 1/2 Batu Bata 1 PC: 4 PP278.075m268,772.0019,123,773.903Pek. Plesteran Trasram 1PC : 2 PS, Tebal 15 mm31.58m233,032.001,043,150.564Pek. Plesteran 1 PP: 4 PS, Tebal 15 mm278.07m229,017.008,068,757.195Pek. Acian309.65m216,875.005,225,343.756Pek. Pasangan Keramik Dinding KM10.59m2128,938.001,364,808.73Sub Total37,241,956.77VPekerjaan Lantai1Pek. Keramik Lantai 33x3344.00m2110,628.004,867,632.002Pek. Keramik Lantai 30x3030.00m2114,137.003,424,110.003Pek. Keramik Lantai 20x206.00m2117,759.00706,554.00Sub Total8,998,296.00VIPekerjaan Kusen, Pintu dan Jendela1Pek. Kusen Kayu Kelas II 6/1512.43m36,123,300.0076,112,619.002Pek. Daun Pintu Panil Kayu Kelas II12.98m2365,650.004,744,308.753Pek. Daun Jendela Kayu Kelas II2.42m2263,740.00639,305.764Pek. Pintu PVC2.00buah365,250.00730,500.005Pek. Kaca Rayben 5mm4.26m275,735.00322,858.316Pek.Kunci tanam 2x putar5.00buah158,825.00794,125.007Pek. Grendel tanam2.00buah26,200.0052,400.008Pek.Engsel pintu10.00stel46,735.00467,350.009Pek.Engsel jendela2.00stel36,487.0072,974.0010Pek. Sikutan lurus jendela4.00buah29,500.00118,000.00Sub Total84,054,440.82VIIPekerjaan Plafond1Pek. Rangka Plafond Meranti42.18m264,415.002,716,702.632Pek. Penutup Plafond Gypsum42.18m225,607.001,079,975.233Pek. List Plafond Gypsum84.35m'15,330.001,293,085.50Sub Total5,089,763.35VIIIPekerjaan Atap1Pek. Gording Kayu kelas II0.25m34,737,065.001,174,792.122Pek. Usuk dan Reng23.94m2609,950.0014,603,422.903Pek. Penutup Atap Genteng23.94m2141,705.003,392,701.114Pek. Listplank18.13m'58,475.001,060,151.755Pek. Wuwung10.35m'79,318.00820,941.30Sub Total21,052,009.18IXPekerjaan SANITASI1Pek. Pipa Air Bersih22.51m'39,355.00885,881.052Pek. Pipa Air Kotor13.09m'73,155.00957,598.953Pek. Pipa Air Bekas25.30m'60,155.001,521,921.504Pek. Kloset Duduk1.00buah1,192,805.001,192,805.005Pek. Kloset Jongkok1.00buah360,420.00360,420.006Pek. Kran4.00buah46,150.00184,600.007Pek. Floor Drain2.00buah63,205.00126,410.008Pek. Septictank1.00buah5,000,000.005,000,000.009Pek. Tandon1.00buah4,000,000.004,000,000.00Sub Total14,229,636.50XPekerjaan Instalasi Listrik1Pek. MCB1.00titik4,000,000.004,000,000.002Pek. Stop Kontak4.00titik222,790.00891,160.003Pek. Titik Lampu7.00titik519,750.003,638,250.004Pek. Saklar Tunggal4.00titik42,290.00169,160.005Pek. Saklar Ganda1.00titik48,790.0048,790.00Sub Total8,747,360.00XIPekerjaan Pengecatan1Pek. Cat dinding baru309.66m235,778.0011,078,836.592Pek. Cat kusen kayu10.24m250,807.00520,111.263Pek. Cat daun pintu12.98m250,807.00659,220.834Pek. Cat plafond42.18m235,778.001,508,937.155Pek. Cat list plafond84.35m235,778.003,017,874.306Pek. Cat listplank4.53m235,778.00162,145.90Sub Total16,947,126.02BLantai 2XIIPekerjaan Beton Bertulang1Kolom type K13.150m36,397,081.0020,150,805.152Kolom type K20.560m311,315,610.006,336,741.603Kolom type KP0.470m39,191,439.004,319,976.334Balok Type RB1.434m312,463,225.0017,877,078.57Sub Total48,684,601.65XIIIPekerjaan Dinding1Pek. Pasangan 1/2 Batu Bata 1 PC: 2 PP21.31m284,159.001,793,428.292Pek. Pasangan 1/2 Batu Bata 1 PC: 4 PP179.5875m275,649.0013,585,614.793Pek. Plesteran Trasram 1PC : 2 PS, Tebal 15 mm42.62m236,335.001,548,597.704Pek. Plesteran 1 PP: 4 PS, Tebal 15 mm359.17m231,918.0011,463,988.065Pek. Acian401.79m218,562.007,458,025.986Pek. Pasangan Keramik Dinding KM11.24m2141,832.001,594,475.34Sub Total37,444,130.16XIVPekerjaan Lantai1Pek. Keramik Lantai 33x3358.00m2121,690.007,058,020.002Pek. Keramik Lantai 20x204.00m2129,534.00518,136.00Sub Total7,576,156.00XVPekerjaan Kusen, Pintu dan Jendela1Pek. Kusen Kayu Kelas II 6/150.38m36,735,630.002,586,481.922Pek. Daun Pintu Panil Kayu Kelas II4.95m2402,215.001,990,964.253Pek. Daun Jendela Kayu Kelas II3.64m2290,114.001,056,595.194Pek. Pintu PVC1.00buah401,775.00401,775.005Pek. Kaca Rayben 5mm4.87m283,308.00405,876.586Pek.Kunci tanam 2x putar3.00buah174,707.00524,121.007Pek. Grendel Jendela4.00buah28,820.00115,280.008Pek.Engsel pintu3.00stel51,408.00154,224.009Pek.Engsel jendela4.00stel40,136.00160,544.0010Pek. Sikutan lurus jendela10.00buah32,450.00324,500.00Sub Total7,720,361.93XVIPekerjaan Plafond1Pek. Rangka Plafond Meranti42.00m270,856.002,975,952.002Pek. Penutup Plafond Gypsum42.00m228,167.001,183,014.003Pek. List Plafond Gypsum84.00m'16,863.001,416,492.00Sub Total5,575,458.00XVIIPekerjaan Atap1Pek. Kuda-Kuda0.43m36,095,320.002,627,082.922Pek. Gording0.82m35,210,771.004,257,199.913Pek. Usuk dan Reng75.76m2670,945.0050,827,438.484Pek. Penutup Atap Genteng75.76m2155,875.0011,808,310.635Pek. Wuwung6.95m'87,250.00606,387.506Pek. Listplank36.03m'64,322.002,317,200.05Sub Total72,443,619.48XVIIIPekerjaan SANITASI1Pek. Pipa Air Bersih1.50m'43,290.0064,935.002Pek. Pipa Air Kotor0.41m'80,470.0032,992.703Pek. Kloset Duduk1.00buah66,170.0066,170.004Pek. Kran1.00buah50,765.0050,765.005Pek. Floor Drain1.00buah69,525.0069,525.00Sub Total284,387.70XIXPekerjaan Pengecatan1Pek. Cat dinding baru0.00m239,356.000.02Pek. Cat kusen kayu8.84m255,888.00494,273.473Pek. Cat daun pintu4.95m255,888.00276,645.604Pek. Cat plafond42.00m239,356.001,652,952.005Pek. Cat list plafond84.00m239,356.003,305,904.006Pek. Cat listplank9.01m239,356.00354,440.14Sub Total6,084,215.21XXPekerjaan Instalasi Listrik1Pek. Stop Kontak4.00titik245,069.00980,276.002Pek. Titik Lampu12.00titik571,725.006,860,700.003Pek. Saklar Tunggal2.00titik46,519.0093,038.004Pek. Saklar Ganda4.00titik53,669.00214,676.00Sub Total8,148,690.00

RRAB6.2REKAPITULASI RENCANA ANGGARAN BIAYAProyek: Pembangunan Rumah tinggal 2 LantaiLokasi: Ketintang SurabayaKonsultan: PT Anksle KaryaKontraktor: PT ANKSLE JAYA KARYANo.Uraian pekerjaanJumlah Harga (RP)(1)(2)(6)=(3)X(5)IPekerjaan Persiapan5,231,330.00IIPekerjaan Tanah & Pondasi19,903,467.73ALantai 1IIIPekerjaan Beton Bertulang185,535,484.13IVpekerjaan dinding37,241,956.77VPekerjan lantai8,998,296.00VIPekerjaan Kusen, Pintu dan Jendela84,054,440.82VIIPekerjaan Plafond5,089,763.35VIIIPekerjaan Atap21,052,009.18IXPekerjaan Sanitasi14,229,636.50XPekerjaan Instalasi Listrik8,747,360.00XIPekerjaan Pengecatan16,947,126.02BLantai 2XIIPekerjaan Beton Bertulang48,684,601.65XIIIPekerjaan Dinding37,444,130.16XIVPekerjaan Lantai7,576,156.00XVPekerjaan Kusen, Pintu dan Jendela7,720,361.93XVIPekerjaan Plafond5,575,458.00XVIIPekerjaan Atap72,443,619.48XVIIIPekerjaan Sanitasi284,387.70XIXPekerjaan Instalasi Listrik8,148,690.00XXPekerjaan Pengecatan6,084,215.21TOTAL600,992,490.63PPN (10%)60,099,249.06GRAND TOTAL661,091,739.70DIBULATKAN661,091,000.00

DUBA7.DAFTAR HARGA SATUAN UPAH,BAHAN DAN PERALATANProyek: Pembangunan Rumah tinggal 2 LantaiLokasi: Ketintang SurabayaKonsultan: PT Anksle KaryaKontraktor: PT ANKSLE JAYA KARYA7.1Daftar Harga Satuan UpahNoTenaga KerjaSatuanHarga(1)(2)(3)(4)1MandorO.H75,000.002Kepala Tukang KayuO.H60,000.003Kepala Tukang BatuO.H55,000.004Kepala Tukang BesiO.H55,000.005Kepala Tukang ListrikO.H55,000.006Kepala Tukang PipaO.H55,000.007Kepala Tukang CatO.H55,000.008Tukang KayuO.H55,000.009Tukang BatuO.H50,000.0010Tukang BesiO.H50,000.0011Tukang ListrikO.H50,000.0012Tukang PipaO.H50,000.0013Tukang CatO.H50,000.0014Pekerja TerampilO.H40,000.0015Pekerja Tak TerampilO.H35,000.007.2Daftar Harga Satuan BahanNo.Jenis BahanSatuanHarga Satuan (Rp.)Nama SuplierAlamat(1)(2)(3)(4)(5)(6)1Kayu Meranti (Papan 2/20)m33,500,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-152Kayu Meranti (Usuk 5/7)m33,100,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-153Dolken kayu Gelam 8-10/400 cmbatang39,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-154Kayu MC Kelas IIIm34,100,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-155Balok Kayu Kelas IIm33,975,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-156Holcim PC (50 kg)zak55,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-15Holcim PC (50 kg)kg1,100.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-157Pasir Betonm3175,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-15Pasir Betonkg125.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-158Pasir Pasangm391,800.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-159Pasir Urugm398,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1510Sirtum390,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1511Batu Pecah Mesin 2/3m3123,200.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1512Batu Pecah 15/20m3130,300.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1513Kerikilm3140,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-15Kerikilkg103.70UD.Sari Bumi BangunanJl. Pondok Jati Ai-1514Bata Merah (Kelas 1)buah500.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1515Besi Beton Polos 12kg15,600.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1516Besi Plat Stripkg14,300.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1517Kawat Betonkg16,800.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1518Lapis Triplek 0,4cmlembar50,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1519Airliter15.00PDAM20Minyak Bekistingliter4,500.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1521Seng Gelombang Uk. (0,8x1,50)lembar40,000.00UD.Sumber JayaPerum. Pondok Jati AK-1722Gel. BJLS30 uk, (80cmx180cm)lembar53,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1523Kaca Polos tbl 3mmm275,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1524Kunci Tanam YALEbuah110,000.00UD.Sumber JayaPerum. Pondok Jati AK-1725Cat Menl Besikg16,700.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1526Paku Biasa 2"-5"kg12,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1527Paku Asbeskg10,900.00UD.Sumber JayaPerum. Pondok Jati AK-1728Plywood tebal 9mmLbr125,000.00UD.Sari Bumi BangunanJl. Pondok Jati Ai-1529Keramik 20x20buah1,800.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1530Semen Warnakg4,900.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1531Keramik 30x30buah3,800.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1532Keramik 33x33buah4,300.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1533Lem Kayukg7,800.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1534Pintu PVCbuah220,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1535Kaca Rayben Tebal 5mmm260,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1536Kunci Tanam 2x Putar (kuningan)buah130,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1537Grendel Jendela Biasabuah17,500.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1538Engsel Pintustel37,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1539Engsel Jendelastel30,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1540Sikutan Lurus Jendelabuah19,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1541Paku Triplek/Eternitkg11,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1542Gypsum Tebal 9 mmlembar48,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1543List Gypsumm'8,500.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1544Tepung Gypsumkg2,800.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1545Kayu Meranti 3/5m32,800,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1546Genteng Karang Pilangbuah5,250.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1547Kayu Meranti (Papan 3/25)m33,800,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1548Genteng Wuwung Karang Pilangbuah10,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1549Stop Kontak (broco)buah20,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1550Kabel NYA 500 Volt 2 x 2,5 mm2m'18,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1551Pipa Pralon 5/8Lonjor7,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1552T Doos Pvcbuah3,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1553Isolatorbuah35,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1554Fiting Plafonbuah150,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1555Saklar Tunggal Brocobuah29,500.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1556Saklar Ganda Brocobuah36,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1557Pipa PVC 3/4" panjang 6 mbatang53,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1558Pipa PVC 4'' Panjang 6 mbatang105,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1559Pipa PVC 3'' Panjang 6 mbatan