150PERINCIAN PRESTASI PEKERJAAN PONDASI BORED PILEPROYEK : BSD APARTEMENT SAVERIALOKASI : JL.Bored Pile 1500 mmNo.Tanggal CorNo. Tiang BPElevasi M.TElevasi C.O.LPanjang BorElevasi D.LPanjang CorVolume Beton TeoritisVolume Beton AktualOver BreakVolume TanahPanjang BesiBerat BesiKeteranganUtamaSpiral(m)(m)(m)(m)(m)(m3)(m3)(m3)(m)(kg)(kg)ABCD = A-CE = B-DF = E*(1.766)G = C*(1.766)HI111-Sep-1323-3.600-4.70016.200-19.80015.00026.49030.00013.25028.60916.0001,609.200248.419211-Sep-1322-3.460-4.70016.300-19.76015.00026.49030.00013.25028.78616.0001,609.200248.419312-Sep-1328-3.440-4.70016.350-19.79015.00026.49030.00013.25028.87416.0001,609.200248.419415.00026.49030.00013.250515.00026.49029.50011.36348.85075.000132.450149.50012.87386.2694,827.600745.258Jakarta, 18 September 2013Disetujui oleh,Dibuat oleh,PT. CATUR BANGUN MANDIRIPT. CAISSON DIMENSI( )( )

120PERINCIAN PRESTASI PEKERJAAN PONDASI BORED PILEPROYEK : BSD APARTEMENT SAVERIALOKASI : JL.Bored Pile 1200 mmNo.Tanggal CorNo. Tiang BPElevasi M.TElevasi C.O.LPanjang BorElevasi D.LPanjang CorVolume Beton TeoritisVolume Beton AktualOver BreakVolume TanahPanjang BesiBerat BesiKeteranganUtamaSpiral(m)(m)(m)(m)(m)(m3)(m3)(m3)(m)(kg)(kg)ABCD = A-CE = B-DF = E*(1.131)G = C*(1.131)HI110-Sep-138-3.550-4.50016.000-19.55015.00016.96523.00035.57318.09616.0001,037.040193.621211-Sep-1324-3.440-4.50016.200-19.64015.00016.96519.50014.94318.32216.0001,037.040193.621313-Sep-1332-3.570-4.50016.000-19.57015.00016.96519.50014.94318.09616.0001,037.040193.621413-Sep-1326-3.250-4.50015.300-18.55015.00016.96519.50014.94317.30416.0001,037.040193.621514-Sep-1325-3.300-4.50016.300-19.60015.00016.96521.00023.78418.43516.0001,037.040193.62115.00016.96519.50014.94315.00016.96519.50014.94315.00016.96519.00011.99516.00018.09621.00016.04815.00016.96518.5009.04815.00016.96518.0006.10115.00016.96518.5009.04879.800181.000204.711236.50015.52990.2545,185.200968.104Jakarta, 18 September 2013Disetujui oleh,Dibuat oleh,PT. CATUR BANGUN MANDIRIPT. CAISSON DIMENSI( )( )Project ManagerProject Manager

80PERINCIAN PRESTASI PEKERJAAN PONDASI BORED PILEPROYEK : BSD APARTEMENT SAVERIALOKASI :Bored Pile 80 cmNo.Tanggal CorNo. Tiang BPElevasi M.TElevasi C.O.LPanjang BorElevasi D.LPanjang CorVolume Beton TeoritisVolume Beton AktualOver BreakVolume TanahPanjang BesiBerat BesiKeteranganUtamaSpiral(m)(m)(m)(m)(m)(m3)(m3)(m3)(m)(kg)(kg)ABCD = A-CE = B-DF = E*(0.5026)G = C*(0.5026)HI110-Sep-136-2.430-4.30016.900-19.33015.0307.5549.00019.1418.49416.000446.000120.556210-Sep-137-2.950-4.30016.500-19.45015.1507.6149.00018.1978.29316.000446.000120.556310-Sep-135-2.500-4.30016.900-19.40015.1007.5898.50012.0008.49416.000446.000120.556412-Sep-1311-3.160-4.80016.750-19.91015.1107.5949.00018.5108.41916.000446.000120.556512-Sep-139-3.500-4.80016.400-19.90015.1007.5899.00018.5898.24316.000446.000120.556612-Sep-1312-3.700-4.80016.200-19.90015.1007.5898.50012.0008.14216.000446.000120.556713-Sep-1330-3.650-4.30015.700-19.35015.0507.5648.50012.3727.89116.000446.000120.556813-Sep-1329-3.500-4.30015.900-19.40015.1007.5899.00018.5897.99116.000446.000120.556913-Sep-1327-3.320-4.30015.200-18.52014.2207.1478.50018.9317.64016.000446.000120.5561014-Sep-1340-3.470-4.30016.000-19.47015.1707.6248.50011.4848.04216.000446.000120.5561114-Sep-1341-3.480-4.30016.000-19.48015.1807.6298.50011.4108.04216.000446.000120.5561214-Sep-1343-3.500-4.30016.000-19.50015.2007.6408.50011.2648.04216.000446.000120.5561314-Sep-1342-3.450-4.30016.000-19.45015.1507.6148.50011.6318.04216.000446.000120.5561414-Sep-1344-3.400-4.30016.000-19.40015.1007.5898.50012.0008.04216.000446.000120.556226.450105.928121.50014.701113.8146,244.0001,687.789Jakarta, 18 September 2013Disetujui oleh,Dibuat oleh,PT. CATUR BANGUN MANDIRIPT. CAISSON DIMENSI( )( )

BesiPERHITUNGAN PEMBESIANPROYEK : BSD APARTEMENT SAVERIALOKASI :1BORED PILE 1500 mmLeff beton = 15.00 mL besi = 16.00 mTulangan Utama :D 22 mm =30btg@12.000m=360.000m'=1,072.800kgD 22 mm =30btg@4.000m=120.000m'=357.600kgD 22 mm =6btg@6.000m=36.000m'=107.280kgD 22 mm =6btg@4.000m=24.000m'=71.520kg540.000m'=1,609.200kgTulangan Spiral :D 10 mm =1.36( 6.00/0.175 + 9.00/0.15 )=402.842m'=248.419kg2BORED PILE 1200 mmLeff beton = 15.00 mL besi = 16.00 mTulangan Utama :D 22 mm =18btg@12.000m=216.000m'=643.680kgD 22 mm =18btg@4.000m=72.000m'=214.560kgD 22 mm =6btg@6.000m=36.000m'=107.280D 22 mm =6btg@4.000m=24.000m'=71.520kg348.000m'=1,037.040kgTulangan Spiral :D 10 mm =1.06( 6.00/0.175 + 9.00/0.15 )=313.980m'=193.621kg3BORED PILE 800 mmLeff beton = 15.00 mL besi = 16.00 mTulangan Utama :D 19 mm =10btg@12.000m=120.000m'=267.600kgD 19 mm =10btg@4.000m=40.000m'=89.200kgD 19 mm =4btg@6.000m=24.000m'=53.520kgD 19 mm =4btg@4.000m=16.000m'=35.680kg200.000m'=446.000kgTulangan Spiral :D 10 mm =0.66( 6.00/0.175 + 9.00/0.15 )=195.497m'=120.556kgJakarta, 18 September 2013PT. CAISSON DIMENSI