monthly certificate.xls

MC 60%LAPORAN KEMAJUAN PEKERJAANL O K AS I: DESA AHILULU KEC. ULUIWOIV O L U M E: 3.318 MPROYEK: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIHKAB. KOLAKA TAHUN 2008NoURAIAN PEKERJAANTARGET KONTRAKREALISASIVolumeJumlah HargaBOBOTVOLUMEBOBOTTERTIMBANGH. REALISASI( Rp )( % )( % )( % )( Rp )123456789I. PEKERJAAN PERSIAPAN1Pengukuran dan Pematokan1.00400,000.000.161.000.16100.00400,000.00400,000.002Pembuatan Papan Proyek1.00300,000.000.121.000.12100.00300,000.00300,000.003Dokumentasi, P3K dan Air Bersih1.00657,000.000.270.600.1660.00394,200.00657,000.00Jumlah I1,357,000.000.550.441,094,200.00JUMLAH. III. PEK. PENGAD. DAN PEMAS. PIPA PVC0.0DAN ACCESSORIES0.01Pipa PVC Dia 90 mm1,752.00126,454,980.0051.131,035.0030.2159.0874,703,712.5072,177.502Pipa PVC Dia 2,5 inci1,566.0073,680,300.0029.79783.2014.9050.0136,849,704.9847,050.00Jumlah II200,135,280.0080.9345.11111,553,417.48JUMLAH. IIIII. PEK. GALIAN DAN URUGAN KEMBALI0.01Pipa PVC Dia 90 mm1,752.0011,769,936.004.761,035.002.8159.086,953,130.006,718.002Pipa PVC Dia 2,5 inci1,566.0010,520,388.004.25783.202.1350.015,261,558.306,718.00Jumlah III22,290,324.009.014.9412,214,688.30JUMLAH. IIIIV. PEK. PENGADAAD ACCESSORIES0.01Gate Valve Dia 90 MM2.002,056,892.000.832.000.83100.002,056,892.001,028,446.003Plange All Socket PVC Dia 90 mm4.002,041,560.000.834.000.83100.002,041,560.00510,390.009Klamp Sadel GI dia 90 mm1.0053,241.500.021.000.02100.0053,241.5053,241.5011Reduser PVC dia 3 x 2,5 inci1.00166,543.500.071.000.07100.00166,543.50166,543.5013Stainer GI dia 90 mm1.0086,670.000.041.000.04100.0086,670.0086,670.00Jumlah IV4,404,907.001.781.784,404,907.00JUMLAH. IVV. PEK. PEMB. BAK BROUND CAPTERING0.01Pek. Pembuatan Bak Bround Captering1.0012,726,139.485.151.005.15100.0012,726,139.4812,726,139.48Jumlah V12,726,139.485.155.1512,726,139.48JUMLAH. VVI. PEK. PEMBUATAN BAK INTAKE0.01Pek. Pembuatan Bak Intake1.006,387,095.062.581.002.58100.006,387,095.066,387,095.06Jumlah VI6,387,095.062.582.586,387,095.06JUMLAH. VIJUMLAH TOTAL247,300,745.54100.0060.00148,380,447.320.0Tingkat Kemajuan Pekerjaan Sebesar :60.00%

Kolaka, 21 Agustus 2008

Kontraktor PelaksanaCV. WAFIQ RESTU BUMIPusat Kolaka

MUH. SAID MANJADDirekturPengawas LapanganDinas PU Kab. Kolaka

GONDE, STNIP. 590 023 287Site EngineerDinas PU Kab. Kolaka

S A N U S INIP. 590 006 818

MC 80%LAPORAN KEMAJUAN PEKERJAANL O K AS I: DESA AHILULU KEC. ULUIWOIV O L U M E: 3.318 MPROYEK: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIHKAB. KOLAKA TAHUN 2008NoURAIAN PEKERJAANTARGET KONTRAKREALISASIVolumeJumlah HargaBOBOTVOLUMEBOBOTTERTIMBANGH. REALISASI( Rp )( % )( % )( % )( Rp )123456789I. PEKERJAAN PERSIAPAN1Pengukuran dan Pematokan1.00400,000.000.161.000.16100.00400,000.00400,000.002Pembuatan Papan Proyek1.00300,000.000.121.000.12100.00300,000.00300,000.003Dokumentasi, P3K dan Air Bersih1.00657,000.000.270.800.2180.00525,600.00657,000.00Jumlah I1,357,000.000.550.501,225,600.00JUMLAH. III. PEK. PENGAD. DAN PEMAS. PIPA PVC0.0DAN ACCESSORIES0.01Pipa PVC Dia 90 mm1,752.00126,454,980.0051.131,362.1539.7677.7598,316,586.7272,177.502Pipa PVC Dia 2,5 inci1,566.0073,680,300.0029.791,220.6023.2277.9457,429,338.2247,050.00Jumlah II200,135,280.0080.9362.98155,745,924.94JUMLAH. IIIII. PEK. GALIAN DAN URUGAN KEMBALI0.01Pipa PVC Dia 90 mm1,752.0011,769,936.004.761,362.153.7077.759,150,923.706,718.002Pipa PVC Dia 2,5 inci1,566.0010,520,388.004.251,220.603.3277.948,200,006.256,718.00Jumlah III22,290,324.009.017.0217,350,929.95JUMLAH. IIIIV. PEK. PENGADAAD ACCESSORIES0.01Gate Valve Dia 90 MM2.002,056,892.000.832.000.83100.002,056,892.001,028,446.003Plange All Socket PVC Dia 90 mm4.002,041,560.000.834.000.83100.002,041,560.00510,390.009Klamp Sadel GI dia 90 mm1.0053,241.500.021.000.02100.0053,241.5053,241.5011Reduser PVC dia 3 x 2,5 inci1.00166,543.500.071.000.07100.00166,543.50166,543.5013Stainer GI dia 90 mm1.0086,670.000.041.000.04100.0086,670.0086,670.00Jumlah IV4,404,907.001.781.784,404,907.00JUMLAH. IVV. PEK. PEMB. BAK BROUND CAPTERING0.01Pek. Pembuatan Bak Bround Captering1.0012,726,139.485.151.005.15100.0012,726,139.4812,726,139.48Jumlah V12,726,139.485.155.1512,726,139.48JUMLAH. VVI. PEK. PEMBUATAN BAK INTAKE0.01Pek. Pembuatan Bak Intake1.006,387,095.062.581.002.58100.006,387,095.066,387,095.06Jumlah VI6,387,095.062.582.586,387,095.06JUMLAH. VIJUMLAH TOTAL247,300,745.54100.0080.00197,840,596.430.0Tingkat Kemajuan Pekerjaan Sebesar :80.00%

Kolaka, 25 September 2008




S A N U S INIP. 590 006 818

MC 100%LAPORAN KEMAJUAN PEKERJAANL O K AS I: DESA AHILULU KEC. ULUIWOIV O L U M E: 3.318 MPROYEK: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIHKAB. KOLAKA TAHUN 2008NoURAIAN PEKERJAANTARGET KONTRAKREALISASIVolumeJumlah HargaBOBOTVOLUMEBOBOTTERTIMBANGH. REALISASI( Rp )( % )( % )( % )( Rp )123456789I. PEKERJAAN PERSIAPAN1Pengukuran dan Pematokan1.00400,000.000.161.000.16100.00400,000.00400,000.002Pembuatan Papan Proyek1.00300,000.000.121.000.12100.00300,000.00300,000.003Dokumentasi, P3K dan Air Bersih1.00657,000.000.271.000.27100.00657,000.00657,000.00Jumlah I1,357,000.000.550.551,357,000.00JUMLAH. III. PEK. PENGAD. DAN PEMAS. PIPA PVC0.0DAN ACCESSORIES0.01Pipa PVC Dia 90 mm1,752.00126,454,980.0051.131,752.0051.13100.00126,454,980.0072,177.502Pipa PVC Dia 2,5 inci1,566.0073,680,300.0029.791,566.0029.79100.0073,680,300.0047,050.00Jumlah II200,135,280.0080.9380.93200,135,280.00JUMLAH. IIIII. PEK. GALIAN DAN URUGAN KEMBALI0.01Pipa PVC Dia 90 mm1,752.0011,769,936.004.761,752.004.76100.0011,769,936.006,718.002Pipa PVC Dia 2,5 inci1,566.0010,520,388.004.251,566.004.25100.0010,520,388.006,718.00Jumlah III22,290,324.009.019.0122,290,324.00JUMLAH. IIIIV. PEK. PENGADAAD ACCESSORIES0.01Gate Valve Dia 90 MM2.002,056,892.000.832.000.83100.002,056,892.001,028,446.003Plange All Socket PVC Dia 90 mm4.002,041,560.000.834.000.83100.002,041,560.00510,390.009Klamp Sadel GI dia 90 mm1.0053,241.500.021.000.02100.0053,241.5053,241.5011Reduser PVC dia 3 x 2,5 inci1.00166,543.500.071.000.07100.00166,543.50166,543.5013Stainer GI dia 90 mm1.0086,670.000.041.000.04100.0086,670.0086,670.00Jumlah IV4,404,907.001.781.784,404,907.00JUMLAH. IVV. PEK. PEMB. BAK BROUND CAPTERING0.01Pek. Pembuatan Bak Bround Captering1.0012,726,139.485.151.005.15100.0012,726,139.4812,726,139.48Jumlah V12,726,139.485.155.1512,726,139.48JUMLAH. VVI. PEK. PEMBUATAN BAK INTAKE0.01Pek. Pembuatan Bak Intake1.006,387,095.062.581.002.58100.006,387,095.066,387,095.06Jumlah VI6,387,095.062.582.586,387,095.06JUMLAH. VIJUMLAH TOTAL247,300,745.54100.00100.00247,300,745.540.0Tingkat Kemajuan Pekerjaan Sebesar :100.00%

Kolaka, 8 Oktober 2008




S A N U S INIP. 590 006 818

Bahan StandarDAFTAR HARGA BAHAN DAN UPAH KERJANo.U r a i a nSatuanHarga(Rp.)6,000.001234I.HARGA BAHAN1Tanah urugm355,000.0053,045.003,713.1556,758.152Pasir Urugm3100,000.00100,800.007,056.00107,856.003Batu Kali / Gunungm3160,000.00143,250.0010,027.50153,277.504Pasir Pasangm3125,000.00127,310.008,911.70136,221.705Kerikilm3120,000.00132,650.009,285.50141,935.506P C / 40 KgKg1,375.0044,0000.00.07Besi BetonKg17,500.00137510,700.00749.0011,449.008Kawat BetonKg17,400.0014,900.001,043.0015,943.009Papan Mall / Begistingm3800,000.00965,450.0067,581.501,033,031.5010P a k uKg15,000.0014,900.001,043.0015,943.0011Paku SumbatKg30,000.0028,325.001,982.7530,307.7512Paku SirabKg25,000.0028,900.002,023.0030,923.0013Batu bataBiji400.00315.0022.05337.0514Cat TembokKg6,500.006,370.00445.906,815.9015Kayu Kls. IIm31,750,000.001,803,530.00126,247.101,929,777.1016Kayu Kls. IIIm31,200,000.001,273,080.0089,115.601,362,195.6017TripleksLbr45,000.0042,025.002,941.7544,966.7518Cat ManyLtr12,500.006,100.00427.006,527.0019Cat GlotexKg45,000.0061,350.004,294.5065,644.5020Minyak CatLtr15,000.0010,750.00752.5011,502.5021Dempul JadiKg27,500.0026,550.001,858.5028,408.5022PlamirKg8,000.005,305.00371.355,676.3523Seng GelombangKaki5,700.0039,900.002,793.0042,693.0024Seng PlatLbr12,000.0025Besi stripBh3,500.0022,500.0026Dolken 8 CM/ 4 MBtg6,000.0027Kunci Tanam BiasaBh68,150.0063,655.004,455.8568,110.8528EngselBh17,300.0015,915.001,114.0517,029.0529Alat BantuZet65,000.0053,045.003,713.1556,758.1530Desenfeksi Pipam260.00215.0015.05230.0531Pengeboran Pipam130,000.00109,090.007,636.30116,726.3032Pipa GI Dia 160 MMm133,354.0033Pipa GI Dia 110 MMm71,734.005,700.0034Pipa GI Dia 90 MMm53,989.0035Pipa GI Dia 63 MMm29,620.0036Pipa GI Dia 3/4 MMm67,500.0020,250.0037Pipa PVC Dia 160 MMm133,354.0087,750.0038Pipa PVC Dia 110 MMm71,734.0039Pipa PVC Dia 90 MMm53,989.0040Pipa PVC Dia 63 MMm29,620.0041Pipa PVC Dia 2,5 Incim37,615.0042Pipa PVC Dia 1,5 Incim22,080.0043Pipa PVC Dia 1 Incim13,370.0044Gate Valve Dia 160 MMBh1,882,075.0045Gate Valve Dia 110 MMBh1,112,150.0046Gate Valve Dia 90 MMBh867,100.0047Gate Valve Dia 63 MMBh660,595.0048Bend Socket PVC Dia 160 MMBh489,710.0049Bend Socket PVC Dia 110 MMBh183,495.0050Bend Socket PVC Dia 90 MMBh176,995.0051Bend Socket PVC Dia 63 MMBh102,250.0052Flange Socket PVC Dia 160 MMBh578,500.00123453Flange Socket PVC Dia 110 MMBh319,312.0054Flange Socket PVC Dia 90 MMBh243,912.0055Flange Socket PVC Dia 63 MMBh188,305.0056Testek PVC Dia 160 X 160 MMBh830,700.0057Testek PVC Dia 160 X 110 MMBh720,525.0058Testek PVC Dia 110 X 110 MMBh452,010.0059Testek PVC Dia 110 X 90 MMBh403,000.0060Testek PVC Dia 90 X 63 MMBh245,700.0061Testek PVC Dia 90 X 90 MMBh273,375.0062Testek PVC Dia 63 X 63 MMBh183,495.0063Testek PVC dia 1 1/2 x 1 1/2 inciBh150,000.00*64Reduser PVC Dia 160 X 110 MMBh405,080.0065Reduser PVC Dia 110 X 90 MMBh231,660.0066Reduser PVC Dia 90 X 63 MMBh405,080.00Reduser PVC Dia 3 X 2,5 InciBh450,000.00Reduser PVC Dia 2,5 X 2 InciBh350,000.0067Strainer GI Dia 160 MMBh5,317,000.0068Strainer GI Dia 110 MMBh3,573,375.0069Strainer GI Dia 90 MMBh2,866,500.0070Strainer GI Dia 63 MMBh1,827,150.0071Klamp Sadle GI dia 160 X 1 MMBh114,885.0072Klamp Sadle GI dia 110 X 1 MMBh47,970.0073Klamp Sadle GI dia 90 X 1 MMBh42,315.0074Klamp Sadle GI dia 63 X 1 MMBh30,065.0075Cup PVC Dia 160 MMBh132,080.0076Cup PVC Dia 110 MMBh65,160.0077Cup PVC Dia 90 MMBh43,485.0078Cup PVC Dia 63 MMBh18,450.0079Doble Niple GI Dia 1 X 1 1/4 inciBh14,900.0080Air Valve Dia 1 MMBh3,500.0081Stop Kran GI Dia 3/4 MMBh60,125.0082Testek GI Dia 3/4 X 3/4 MMBh9,080.0083Kneih GI Dia 3/4 MMBh8,255.0084Sock GI Dia 3/4 MMBh7,315.0085Atap Kran Dia 3/4 MMBh26,165.00Water Mon GI dia 3/4 inciBh50,000.0086Bak Gate ValveLs500,000.0087Lem PipaLs500,000.00II.UPAH KERJA1TukangHari60,000.0060,155.004,210.8564,365.852Kepala TukangHari65,000.0065,570.004,589.9070,159.903PekerjaHari45,000.0043,750.003,062.5046,812.504MandorHari50,000.0054,650.003,825.5058,475.505Tukang PipaHari60,000.0060,100.004,207.0064,307.006Pekerja PipaHari45,000.0043,750.003,062.5046,812.50Kolaka, Januari 2007Meengetahui :Dibuat oleh :Kepala Bidang Cipta KaryaKasi Perizinan dan Penyehatan LingkunganDinas Pekerjaan Umum Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S. MM.Nip. 010 095 802Nip. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE. M.Si.Nip. 590 007 247

H.Stn AhiluluDAFTAR HARGA SATUANNo.U r a i a nH. SatuanH. SatuanJumlah Harga110%PengadaanPemasangan(Rp.)123451Pipa GI Dia 160 MM146,689.4021,377.50168,066.902Pipa GI Dia 110 MM78,907.4021,377.50100,284.903Pipa GI Dia 90 MM59,387.9017,100.0076,487.904Pipa GI Dia 63 MM32,582.0017,100.0049,682.005Pipa GI Dia 3/4 inci74,250.009,765.0084,015.006Pipa PVC Dia 160 MM146,689.4012,827.50159,516.907Pipa PVC Dia 110 MM78,907.4012,827.5091,734.9015,000.008Pipa PVC Dia 90 MM59,350.0012,827.5072,177.509Pipa PVC Dia 63 MM32,582.008,550.0041,132.0010Pipa PVC Dia 2,5 Inci41,350.005,700.0047,050.0011Pipa PVC Dia 1,5 Inci24,288.005,700.0029,988.0012Pipa PVC Dia 1 Inci14,707.005,700.0020,407.0013Gate Valve Dia 160 MM2,070,282.5074,646.002,144,928.5057,420.0017,226.0014Gate Valve Dia 110 MM1,223,365.0074,646.001,298,011.0057,420.0017,226.0015Gate Valve Dia 90 MM953,800.0074,646.001,028,446.0057,420.0017,226.0016Gate Valve Dia 63 MM726,654.5074,646.00801,300.5057,420.0017,226.0017Bend Socket PVC Dia 160 MM538,681.0026,000.00564,681.0020,000.006,000.0018Bend Socket PVC Dia 110 MM201,844.5020,085.00221,929.5015,450.004,635.0019Bend Socket PVC Dia 90 MM194,694.5013,390.00208,084.5010,300.003,090.0020Bend Socket PVC Dia 63 MM112,475.0013,390.00125,865.0010,300.003,090.0021Flange Socket PVC Dia 160 MM636,350.0013,390.00649,740.0010,300.003,090.0022Flange Socket PVC Dia 110 MM351,243.2013,390.00364,633.2010,300.003,090.0023Flange Socket PVC Dia 90 MM497,000.0013,390.00510,390.0010,300.003,090.0024Flange Socket PVC Dia 63 MM443,300.0013,390.00456,690.0010,300.003,090.0025Testek PVC Dia 160 X 160 MM270,270.0040,170.00310,440.0030,900.009,270.0026Testek PVC Dia 160 X 110 MM300,712.5033,475.00334,187.5025,750.007,725.0027Testek PVC Dia 110 X 110 MM201,844.5026,780.00228,624.5020,600.006,180.0028Testek PVC Dia 110 X 90 MM165,000.0026,780.00191,780.0020,600.006,180.0029Testek PVC Dia 90 X 63 MM445,588.0020,085.00465,673.0015,450.004,635.0030Testek PVC Dia 90 X 90 MM254,826.0020,085.00274,911.0015,450.004,635.0031Testek PVC Dia 63 X 63 MM445,588.0020,085.00465,673.0015,450.004,635.0032Testek PVC dia 1 1/2 x 1 1/2 inci144,915.0020,085.00165,000.00150,000.0015,450.004,635.0033Reduser PVC Dia 160 X 110 MM3,930,712.5013,390.003,944,102.50165,000.0010,300.003,090.0034Reduser PVC Dia 110 X 90 MM3,153,150.0013,390.003,166,540.00144,915.0010,300.003,090.0035Reduser PVC Dia 90 X 63 MM2,009,865.0013,390.002,023,255.0010,300.003,090.0036Reduser PVC Dia 3 X 2,5 inci126,373.5040,170.00166,543.5030,900.009,270.0037Reduser PVC Dia 2,5 X 2 inci52,767.0033,475.0086,242.0025,750.007,725.0038Strainer GI Dia 160 MM126,373.5040,170.00166,543.5030,900.009,270.0039Strainer GI Dia 110 MM52,767.0040,170.0092,937.0030,900.009,270.0040Strainer GI Dia 90 MM46,500.0040,170.0086,670.0030,900.009,270.0041Strainer GI Dia 63 MM33,071.5040,170.0073,241.5030,900.009,270.000.00Halaman. 20.00123450.0042Klamp Sadle GI dia 6 X 1 inci126,373.506,695.00133,068.505,150.001,545.0043Klamp Sadle GI dia 4 X 1 inci52,767.006,695.0059,462.005,150.001,545.0044Klamp Sadle GI dia 3 X 1 inci46,546.506,695.0053,241.505,150.001,545.0045Klamp Sadle GI dia 2 X 1 inci33,071.506,695.0039,766.505,150.001,545.0046Cup PVC Dia 160 MM145,288.004,017.00149,305.003,090.00927.0047Cup PVC Dia 110 MM71,676.004,017.0075,693.003,090.00927.0048Cup PVC Dia 90 MM47,833.504,017.0051,850.503,090.00927.0049Cup PVC Dia 63 MM20,295.004,017.0024,312.003,090.00927.0050Doble Niple GI Dia 1 X 1 1/4 Inci16,390.006,695.0023,085.005,150.001,545.0051Air Valve Dia 1 Inci3,850.005,700.009,550.0030,900.009,270.0052Stop Kran GI Dia 3/4 inci66,137.5013,390.0079,527.5010,300.003,090.0053Testek GI Dia 3/4 X 3/4 inci9,988.002,678.0012,666.002,060.00618.0054Kneih GI Dia 3/4 inci9,080.502,678.0011,758.502,060.00618.0055Sock GI Dia 3/4 inci8,046.502,678.0010,724.502,060.00618.0056Atap Kran Dia 3/4 inci28,781.502,678.0031,459.502,060.00618.0057Water Mon GI Dia 3/4 inci55,000.002,678.0057,678.0058Bak Gate ValveLsLs550,000.000.059Lem PipaKgKg350,000.000.0

Kolaka, 13 Mei 2008

Dibuat OlehCV. WAFIQ RESTU BUMIPusat Kolaka

HENDRA KALUStaf TeknikDiketahui OlehCV. WAFIQ RESTU BUMIPusat Kolaka

MUH. SAID MANJADDirektur

Bahan AhiluluDAFTAR HARGA BAHAN DAN UPAH KERJANo.U r a i a nSatuanHarga(Rp.)1234110%I.HARGA BAHAN1Tanah urugm360,500.002Pasir Urugm3110,000.003Batu Kali / Gunungm3174,000.004Pasir Pasangm3137,500.005Kerikilm3132,000.006P C / 40 KgZak1,500.007Besi BetonKg19,200.008Kawat BetonKg18,500.009Papan Mall / Begistingm3880,000.0010P a k uKg16,500.0011Paku SumbatKg33,000.0012Paku SirabKg27,500.0013Batu bataBiji440.0014Cat TembokKg7,150.0015Kayu Kls. IIm31,925,000.0016Kayu Kls. IIIm31,320,000.0017TripleksLbr49,500.0018Cat ManyLtr13,750.0019Cat GlotexKg49,500.0020Minyak CatLtr16,500.0021Dempul JadiKg30,250.0022PlamirKg8,800.0023Seng GelombangLbr6,270.0024Seng PlatLbr13,200.0025Besi stripBh3,850.0026Dolken 8 CM/ 4 MBtg6,600.0027Kunci Tanam BiasaBh74,965.0028EngselBh19,030.0029Alat BantuBh71,500.0030Desenfeksi Pipam286.0031Pengeboran Pipam143,000.0032Pipa GI Dia 160 MMm168,066.9033Pipa GI Dia 110 MMm100,284.9034Pipa GI Dia 90 MMm76,487.9035Pipa GI Dia 63 MMm49,682.0036Pipa GI Dia 3/4 incim84,015.0037Pipa PVC Dia 160 MMm159,516.9038Pipa PVC Dia 110 MMm91,734.9039Pipa PVC Dia 90 MMm72,177.5040Pipa PVC Dia 63 MMm41,132.0041Pipa PVC Dia 2,5 Incim47,050.0042Pipa PVC Dia 1,5 Incim29,988.0043Pipa PVC Dia 1 Incim20,407.0044Gate Valve Dia 160 MMBh2,144,928.5045Gate Valve Dia 110 MMBh1,298,011.0046Gate Valve Dia 90 MMBh1,028,446.0047Gate Valve Dia 63 MMBh801,300.5048Bend Socket PVC Dia 160 MMBh564,681.0049Bend Socket PVC Dia 110 MMBh221,929.5050Bend Socket PVC Dia 90 MMBh208,084.5051Bend Socket PVC Dia 63 MMBh125,865.0052Flange Socket PVC Dia 160 MMBh649,740.00Halaman. 2123453Flange Socket PVC Dia 110 MMBh364,633.2054Flange Socket PVC Dia 90 MMBh510,390.0055Flange Socket PVC Dia 63 MMBh456,690.0056Testek PVC Dia 160 X 160 MMBh310,440.0057Testek PVC Dia 160 X 110 MMBh334,187.5058Testek PVC Dia 110 X 110 MMBh228,624.5059Testek PVC Dia 110 X 90 MMBh191,780.0060Testek PVC Dia 90 X 63 MMBh465,673.0061Testek PVC Dia 90 X 90 MMBh274,911.0062Testek PVC Dia 63 X 63 MMBh465,673.0063Testek PVC dia 1 1/2 x 1 1/2 inciBh165,000.0064Reduser PVC Dia 160 X 110 MMBh3,944,102.5065Reduser PVC Dia 110 X 90 MMBh3,166,540.0066Reduser PVC Dia 90 X 63 MMBh2,023,255.0067Reduser PVC Dia 3 X 2,5 inciBh166,543.5068Reduser PVC Dia 2,5 X 2 inciBh86,242.0069Strainer GI Dia 160 MMBh166,543.5070Strainer GI Dia 110 MMBh92,937.0071Strainer GI Dia 90 MMBh86,670.0072Strainer GI Dia 63 MMBh73,241.5073Klamp Sadle GI dia 6 X 1 inciBh133,068.5074Klamp Sadle GI dia 4 X 1 inciBh59,462.0075Klamp Sadle GI dia 3 X 1 inciBh53,241.5076Klamp Sadle GI dia 2 X 1 inciBh39,766.5077Cup PVC Dia 160 MMBh149,305.0078Cup PVC Dia 110 MMBh75,693.0079Cup PVC Dia 90 MMBh51,850.5080Cup PVC Dia 63 MMBh24,312.0081Doble Niple GI Dia 1 X 1 1/4 InciBh23,085.0082Air Valve Dia 1 InciBh9,550.0083Stop Kran GI Dia 3/4 inciBh79,527.5084Testek GI Dia 3/4 X 3/4 inciBh12,666.0085Kneih GI Dia 3/4 inciBh11,758.5086Sock GI Dia 3/4 inciBh10,724.5087Atap Kran Dia 3/4 inciBh31,459.5088Water Mon GI Dia 3/4 inciBh57,678.0089Bak Gate ValveLs550,000.0090Lem PipaLs350,000.00II.UPAH KERJA1TukangHari60,000.0060,155.004,210.8564,365.852Kepala TukangHari65,000.0065,570.004,589.9070,159.903PekerjaHari45,000.0043,750.003,062.5046,812.504MandorHari50,000.0054,650.003,825.5058,475.505Tukang PipaHari60,000.0060,100.004,207.0064,307.006Pekerja PipaHari45,000.0043,750.003,062.5046,812.50

Kolaka, 13 Mei 2008




ANLS AhiluluDAFTAR ANALISAPEKERJAAN TANAH1SNI 03-2835A-200211 m3 Galian tanah biasa sedalam 1 meterTenaga-Pekerja0.400OHxRp.45,000.00Rp.18,000.00-Mandor0.040OHxRp.50,000.00Rp.2,000.00Jumlah ( I )Rp.20,000.002SNI 03-2835A-200221 m3 Urugan kembaliTenaga-Pekerja0.192OHxRp.45,000.00Rp.8,640.00-Mandor0.019OHxRp.50,000.00Rp.950.00Jumlah ( I )Rp.9,590.003SNI 03-2835A-200231 m3 Pemadatan tanahTenaga-Pekerja0.500OHxRp.45,000.00Rp.22,500.00-Mandor0.050OHxRp.50,000.00Rp.2,500.00Jumlah ( I )Rp.25,000.004SNI 03-2835A-200241 m3 Urugan pasirBahan-Pasir urugan1.200m3xRp.110,000.00Rp.132,000.00Jumlah ( I )Rp.132,000.00Tenaga-Pekerja0.300OHxRp.45,000.00Rp.13,500.00-Mandor0.001OHxRp.50,000.00Rp.50.00Jumlah ( I I )Rp.13,550.00Jumlah ( I + II )Rp.145,550.00PEKERJAAN BATU5SNI 03-2836-200251M3 Pasangan pondasi batu kosongBahan-Batu Kali/Gunung1.200m3xRp.174,000.00Rp.208,800.00-Pasir pasangan0.300m3xRp.137,500.00Rp.41,250.00Jumlah ( I )Rp.250,050.00Tenaga-Pekerja0.780OHxRp.45,000.00Rp.35,100.00-Tukang Batu0.390OHxRp.60,000.00Rp.23,400.00-Kepala Tukang0.039OHxRp.65,000.00Rp.2,535.00-Mandor0.039OHxRp.50,000.00Rp.1,950.00Jumlah ( II )Rp.62,985.00Jumlah ( I + II )Rp.313,035.006SNI 03-2836-200261 m3 Pasangan pondasi batu kali/gunung, 1 Pc : 5 PsrBahan-Batu Kali/Gunung1.100m3xRp.174,000.00Rp.191,400.00-Semen portland136.000KgxRp.1,500.00Rp.204,000.00-Pasir pasangan0.544m3xRp.137,500.00Rp.74,800.00Jumlah ( I )Rp.470,200.00Tenaga-Pekerja1.500OHxRp.45,000.00Rp.67,500.00-Tukang Batu0.600OHxRp.60,000.00Rp.36,000.00-Kepala Tukang0.060OHxRp.65,000.00Rp.3,900.00-Mandor0.075OHxRp.50,000.00Rp.3,750.00Jumlah ( II )Rp.111,150.00Jumlah ( I + II )Rp.581,350.00Halaman. 2PEKERJAAN BETON7SNI 03-3435-200271 m3 Membuat beton bertulang 1 Pc : 2 Ps : 3 KrkBahan-Semen portland336.000KgxRp.1,500.00Rp.504,000.00-Pasir pasang0.540m3xRp.137,500.00Rp.74,250.00-Kerikil0.810m3xRp.132,000.00Rp.106,920.00-Besi beton1.050KgxRp.19,200.00Rp.20,160.00-Kawat beton0.015KgxRp.18,500.00Rp.277.50Jumlah ( I )Rp.705,607.50Tenaga-Pekerja2.000OHxRp.45,000.00Rp.90,000.00-Tukang Batu0.350OHxRp.60,000.00Rp.21,000.00-Kepala Tukang0.035OHxRp.65,000.00Rp.2,275.00-Mandor1.000OHxRp.50,000.00Rp.50,000.00Jumlah ( II )Rp.163,275.00Jumlah ( I + II )Rp.868,882.508SNI 03-3435-200281 m3 Membuat Sloof beton bertulang ( 200 Kg Besi + Bekisting )Bahan-Kayu Terentang Kls. III0.270m3xRp.880,000.00Rp.237,600.00-Paku Campur2.000KgxRp.16,500.00Rp.33,000.00-Minyak Bekisting0.600LtrxRp.16,500.00Rp.9,900.00-Besi Beton200.000KgxRp.19,200.00Rp.3,840,000.00-Kawat Beton3.000KgxRp.18,500.00Rp.55,500.00-Sement Portland323.000KgxRp.1,500.00Rp.484,500.00-Pasir Pasang0.520m3xRp.137,500.00Rp.71,500.00-Kerikil0.780m3xRp.132,000.00Rp.102,960.00Jumlah ( I )Rp.4,834,960.00Tenaga-Pekerja4.850OhxRp.45,000.00Rp.218,250.00-Tukang Batu0.350OhxRp.60,000.00Rp.21,000.00-Tukang Kayu1.560OhxRp.60,000.00Rp.93,600.00-Tukang Besi1.400OhxRp.60,000.00Rp.84,000.00-Kepala Tukang0.331OhxRp.65,000.00Rp.21,515.00-Mandor0.170OhxRp.50,000.00Rp.8,500.00Jumlah ( II )Rp.446,865.00Jumlah ( I + II )Rp.5,281,825.009SNI 03-3435-200291 m3 Membuat Kolom beton bertulang ( 300 Kg Besi + Bekisting )Bahan-Kayu Terentang Kls. III0.320m3xRp.880,000.00Rp.281,600.00-Paku Campur3.200KgxRp.16,500.00Rp.52,800.00-Minyak Bekisting1.600LtxRp.16,500.00Rp.26,400.00-Besi Beton150.000KgxRp.19,200.00Rp.2,880,000.00-Kawat Beton2.250KgxRp.18,500.00Rp.41,625.00-Sement Portland323.000KgxRp.1,500.00Rp.484,500.00-Pasir Pasang0.520m3xRp.137,500.00Rp.71,500.00-Kerikil0.780m3xRp.132,000.00Rp.102,960.00-Kayu Balok Kls. III0.120m3xRp.1,320,000.00Rp.158,400.00-Dolken 8 CM/ 4 M32.000BtgxRp.6,600.00Rp.211,200.00Jumlah ( I )Rp.4,310,985.00Tenaga-Pekerja5.800OhxRp.45,000.00Rp.261,000.00-Tukang Batu0.350OhxRp.60,000.00Rp.21,000.00-Tukang Kayu2.800OhxRp.60,000.00Rp.168,000.00-Tukang Besi1.050OhxRp.60,000.00Rp.63,000.00-Kepala Tukang0.420OhxRp.65,000.00Rp.27,300.00-Mandor0.185OhxRp.50,000.00Rp.9,250.00Jumlah ( II )Rp.549,550.00Jumlah ( I + II )Rp.4,860,535.00Halaman. 310SNI 03-3435-2002101 m3 Membuat Dinding Dan Plat Beton Beton Bertulang ( 150 Kg besi + Bekisting )Bahan-Kayu Terentang Kls. III0.240m3xRp.880,000.00Rp.211,200.00-Paku Campur3.200KgxRp.16,500.00Rp.52,800.00-Minyak Bekisting1.600LtrxRp.16,500.00Rp.26,400.00-Besi Beton150.000KgxRp.19,200.00Rp.2,880,000.00-Kawat Beton2.250KgxRp.18,500.00Rp.41,625.00-Sement Portland323.000KgxRp.1,500.00Rp.484,500.00-Pasir Pasang0.520m3xRp.137,500.00Rp.71,500.00-Kerikil0.780m3xRp.132,000.00Rp.102,960.00-Kayu Balok Kls. III0.160m3xRp.1,320,000.00Rp.211,200.00-Dolken 8 CM/ 4 M24.000BtgxRp.6,600.00Rp.158,400.00Jumlah ( I )Rp.4,240,585.00Tenaga-Pekerja5.600OhxRp.45,000.00Rp.252,000.00-Tukang Batu0.350OhxRp.60,000.00Rp.21,000.00-Tukang Kayu2.640OhxRp.60,000.00Rp.158,400.00-Tukang Besi1.050OhxRp.60,000.00Rp.63,000.00-Kepala Tukang0.400OhxRp.65,000.00Rp.26,000.00-Mandor0.193OhxRp.50,000.00Rp.9,650.00Jumlah ( II )Rp.530,050.00Jumlah ( I + II )Rp.4,770,635.0011SNI 03-3435-2002111 m' Membuat Ring Balok Beton Bertulang ( 10 x 15 ) CMBahan-Kayu Terentang Kls. III0.003m3xRp.880,000.00Rp.2,640.00-Paku Campur0.020KgxRp.16,500.00Rp.330.00-Besi Beton3.600KgxRp.19,200.00Rp.69,120.00-Kawat Beton0.050KgxRp.18,500.00Rp.925.00-Sement Portland5.500KgxRp.1,500.00Rp.8,250.00-Pasir Pasang0.009m3xRp.137,500.00Rp.1,237.50-Kerikil0.015m3xRp.132,000.00Rp.1,980.00Jumlah ( I )Rp.84,482.50Tenaga-Pekerja0.100OhxRp.45,000.00Rp.4,500.00-Tukang Batu0.033OhxRp.60,000.00Rp.1,980.00-Tukang Kayu0.033OhxRp.60,000.00Rp.1,980.00-Tukang Besi0.330OhxRp.60,000.00Rp.19,800.00-Kepala Tukang0.010OhxRp.65,000.00Rp.650.00-Mandor0.005OhxRp.50,000.00Rp.250.00Jumlah ( II )Rp.29,160.00Jumlah ( I + II )Rp.113,642.5012SNI 03-3435-2002121 m3 Membuat beton tumbuk 1 Pc : 3 Ps : 5 KrkBahan-Semen portland218.00KgxRp.1,500.00Rp.327,000.00-Pasir pasang0.52m3xRp.137,500.00Rp.71,500.00-Kerikil0.87m3xRp.132,000.00Rp.114,840.00Jumlah ( I )Rp.513,340.00Tenaga-Pekerja1.65OHxRp.45,000.00Rp.74,250.00-Tukang Batu0.25OHxRp.60,000.00Rp.15,000.00-Kepala Tukang0.03OHxRp.65,000.00Rp.1,625.00-Mandor0.08OHxRp.50,000.00Rp.4,000.00Jumlah ( II )Rp.94,875.00Jumlah ( I + II )Rp.608,215.00Halaman. 413SNI 03-3435-2002131 m2 Pasangan Batu Bata Tebal 1/2 , 1 Pc : 3 PsBahan-Bata Merah70.000BjxRp.440.00Rp.30,800.00-Semen portland14.370KgxRp.1,500.00Rp.21,555.00-Pasir pasang0.040m3xRp.137,500.00Rp.5,500.00Jumlah ( I )Rp.57,855.00Tenaga-Pekerja0.320OHxRp.45,000.00Rp.14,400.00-Tukang Batu0.100OHxRp.60,000.00Rp.6,000.00-Kepala Tukang0.010OHxRp.65,000.00Rp.650.00-Mandor0.015OHxRp.50,000.00Rp.750.00Jumlah ( II )Rp.21,800.00Jumlah ( I + II )Rp.79,655.0014SNI 03-3435-2002141 m2 Pasangan Batu Bata Tebal 1/2 , 1 Pc : 5 PsBahan-Bata Merah70.000BjxRp.440.00Rp.30,800.00-Semen portland9.680m3xRp.1,500.00Rp.14,520.00-Pasir pasang0.045m3xRp.137,500.00Rp.6,187.50Jumlah ( I )Rp.51,507.50Tenaga-Pekerja0.320OHxRp.45,000.00Rp.14,400.00-Tukang Batu0.100OHxRp.60,000.00Rp.6,000.00-Kepala Tukang0.010OHxRp.65,000.00Rp.650.00-Mandor0.015OHxRp.50,000.00Rp.750.00Jumlah ( II )Rp.21,800.00Jumlah ( I + II )Rp.73,307.50PEKERJAAN PLESTERAN15SNI 03-2837-2002151 m2 Plsteran camp. 1 Pc : 2 Psr, tebal 15 mmBahan-Semen portland8.520KgxRp.1,500.00Rp.12,780.00-Pasir pasangan0.017m3xRp.137,500.00Rp.2,337.50Jumlah ( I )Rp.15,117.50Tenaga-Pekerja0.200OHxRp.45,000.00Rp.9,000.00-Tukang Batu0.150OHxRp.60,000.00Rp.9,000.00-Kepala Tukang0.015OHxRp.65,000.00Rp.975.00-Mandor0.010OHxRp.50,000.00Rp.500.00Jumlah ( II )Rp.19,475.00Jumlah ( I + II )Rp.34,592.5016SNI 03-2837-2002161 m2 Plsteran camp. 1 Pc : 3 Psr, tebal 15 mmBahan-Semen portland6.480KgxRp.1,500.00Rp.9,720.00-Pasir pasangan0.019m3xRp.137,500.00Rp.2,612.50Jumlah ( I )Rp.12,332.50Tenaga-Pekerja0.200OHxRp.45,000.00Rp.9,000.00-Tukang Batu0.150OHxRp.60,000.00Rp.9,000.00-Kepala Tukang0.015OHxRp.65,000.00Rp.975.00-Mandor0.010OHxRp.50,000.00Rp.500.00Jumlah ( II )Rp.19,475.00Jumlah ( I + II )Rp.31,807.50Halaman. 517SNI 03-2837-2002171 m2 Plsteran camp. 1 Pc : 4 Psr, tebal 15 mmBahan-Semen portland5.200KgxRp.1,500.00Rp.7,800.00-Pasir pasangan0.020m3xRp.137,500.00Rp.2,750.00Jumlah ( I )Rp.10,550.00Tenaga-Pekerja0.200OHxRp.45,000.00Rp.9,000.00-Tukang Batu0.150OHxRp.60,000.00Rp.9,000.00-Kepala Tukang0.015OHxRp.65,000.00Rp.975.00-Mandor0.010OHxRp.50,000.00Rp.500.00Jumlah ( II )Rp.19,475.00Jumlah ( I + II )Rp.30,025.0018SNI 03-2837-2002181 m2 Plsteran camp. 1 Pc : 5 Psr, tebal 15 mmBahan-Semen portland4.320KgxRp.1,500.00Rp.6,480.00-Pasir pasangan0.022m3xRp.137,500.00Rp.3,025.00Jumlah ( I )Rp.9,505.00Tenaga-Pekerja0.200OHxRp.45,000.00Rp.9,000.00-Tukang Batu0.150OHxRp.60,000.00Rp.9,000.00-Kepala Tukang0.015OHxRp.65,000.00Rp.975.00-Mandor0.010OHxRp.50,000.00Rp.500.00Jumlah ( II )Rp.19,475.00Jumlah ( I + II )Rp.28,980.0019SNI 03-2837-2002191 m2 Plsteran Siar Adukan 1 Pc : 2 PsBahan-Semen portland4.320KgxRp.1,500.00Rp.6,480.00-Pasir pasangan0.016m3xRp.137,500.00Rp.2,200.00Jumlah ( I )Rp.8,680.00Tenaga-Pekerja0.150OHxRp.45,000.00Rp.6,750.00-Tukang Batu0.070OHxRp.60,000.00Rp.4,200.00-Kepala Tukang0.007OHxRp.65,000.00Rp.455.00-Mandor0.008OHxRp.50,000.00Rp.400.00Jumlah ( II )Rp.11,805.00Jumlah ( I + II )Rp.20,485.0020SNI 03-2837-2002201 m3 Pasangan Kusen Pintu dan Jendela KayuBahan-Kayu Kls II1.200m3xRp.1,925,000.00Rp.2,310,000.00Jumlah ( I )Rp.2,310,000.00Tenaga-Pekerja6.000OHxRp.45,000.00Rp.270,000.00-Tukang Kayu18.000OHxRp.60,000.00Rp.1,080,000.00-Kepala Tukang2.000OHxRp.65,000.00Rp.130,000.00-Mandor0.300OHxRp.50,000.00Rp.15,000.00Jumlah ( II )Rp.1,495,000.00Jumlah ( I + II )Rp.3,805,000.0021SNI 03-2837-2002211 m2 Pasangan Pintu Panel KayuBahan-Kayu Kls II0.040m3xRp.1,925,000.00Rp.77,000.00Jumlah ( I )Rp.77,000.00Tenaga-Pekerja1.000OHxRp.45,000.00Rp.45,000.00-Tukang Kayu2.500OHxRp.60,000.00Rp.150,000.00-Kepala Tukang0.250OHxRp.65,000.00Rp.16,250.00-Mandor0.050OHxRp.50,000.00Rp.2,500.00Jumlah ( II )Rp.213,750.00Jumlah ( I + II )Rp.290,750.00Halaman. 622SNI 03-2837-2002221 m2 Pasangan Jalusi KayuBahan-Kayu Kls II0.064m3xRp.1,925,000.00Rp.123,200.00Jumlah ( I )Rp.123,200.00Tenaga-Pekerja1.000OHxRp.45,000.00Rp.45,000.00-Tukang Kayu3.000OHxRp.60,000.00Rp.180,000.00-Kepala Tukang0.300OHxRp.65,000.00Rp.19,500.00-Mandor0.500OHxRp.50,000.00Rp.25,000.00Jumlah ( II )Rp.269,500.00Jumlah ( I + II )Rp.392,700.0023SNI 03-2837-2002231 m2 Pasangan Jalusi Mati Kusen KayuBahan-Kayu Kls II0.060m3xRp.1,925,000.00Rp.115,500.00-Paku Campur0.150KgxRp.16,500.00Rp.2,475.00Jumlah ( I )Rp.117,975.00Tenaga-Pekerja0.500OHxRp.45,000.00Rp.22,500.00-Tukang Kayu2.000OHxRp.60,000.00Rp.120,000.00-Kepala Tukang0.200OHxRp.65,000.00Rp.13,000.00-Mandor0.025OHxRp.50,000.00Rp.1,250.00Jumlah ( II )Rp.156,750.00Jumlah ( I + II )Rp.274,725.0024SNI 03-2837-2002241 m2 Pasangan Konstruksi Kuda-kuda KayuBahan-Kayu Kls II1.100m3xRp.1,925,000.00Rp.2,117,500.00-Besi Strip15.000BhxRp.3,850.00Rp.57,750.00-Paku Campur0.800KgxRp.16,500.00Rp.13,200.00Jumlah ( I )Rp.2,188,450.00Tenaga-Pekerja4.000OHxRp.45,000.00Rp.180,000.00-Tukang Kayu12.000OHxRp.60,000.00Rp.720,000.00-Kepala Tukang1.200OHxRp.65,000.00Rp.78,000.00-Mandor0.200OHxRp.50,000.00Rp.10,000.00Jumlah ( II )Rp.988,000.00Jumlah ( I + II )Rp.3,176,450.0025SNI 03-2837-2002251 m2 Pasangan Konstruksi Gording KayuBahan-Kayu Kls III1.100m3xRp.1,320,000.00Rp.1,452,000.00-Paku Campur0.400KgxRp.16,500.00Rp.6,600.00Jumlah ( I )Rp.1,458,600.00Tenaga-Pekerja2.000OHxRp.45,000.00Rp.90,000.00-Tukang Kayu6.000OHxRp.60,000.00Rp.360,000.00-Kepala Tukang1.100OHxRp.65,000.00Rp.71,500.00-Mandor0.120OHxRp.50,000.00Rp.6,000.00Jumlah ( II )Rp.527,500.00Jumlah ( I + II )Rp.1,986,100.0026SNI 03-2837-2002261 m2 Pasangan Rangka PlapondBahan-Kayu Kls III0.023m3xRp.1,320,000.00Rp.30,360.00-Paku Campur0.150KgxRp.16,500.00Rp.2,475.00Jumlah ( I )Rp.32,835.00Tenaga-Pekerja0.200OHxRp.45,000.00Rp.9,000.00-Tukang Kayu0.300OHxRp.60,000.00Rp.18,000.00-Kepala Tukang0.030OHxRp.65,000.00Rp.1,950.00-Mandor0.010OHxRp.50,000.00Rp.500.00Jumlah ( II )Rp.29,450.00Jumlah ( I + II )Rp.62,285.00Halaman. 727SNI 03-2837-2002271 m2 Pasangan Plapond TripleksBahan-Tripleks0.400LbrxRp.49,500.00Rp.19,800.00-Paku Sirab0.050KgxRp.27,500.00Rp.1,375.00Jumlah ( I )Rp.21,175.00Tenaga-Pekerja0.025OHxRp.45,000.00Rp.1,125.00-Tukang Batu0.075OHxRp.60,000.00Rp.4,500.00-Kepala Tukang0.008OHxRp.65,000.00Rp.487.50-Mandor0.001OHxRp.50,000.00Rp.65.00Jumlah ( II )Rp.6,177.50Jumlah ( I + II )Rp.27,352.5028SNI 03-2837-2002281 m' Pasangan Lisplank papanBahan-Kayu Kls II0.011m3xRp.1,925,000.00Rp.21,175.00-Paku Campur0.050KgxRp.16,500.00Rp.825.00Jumlah ( I )Rp.22,000.00Tenaga-Pekerja0.110OHxRp.45,000.00Rp.4,950.00-Tukang Kayu0.220OHxRp.60,000.00Rp.13,200.00-Kepala Tukang0.022OHxRp.65,000.00Rp.1,430.00-Mandor0.005OHxRp.50,000.00Rp.250.00Jumlah ( II )Rp.19,830.00Jumlah ( I + II )Rp.41,830.0029SNI 03-2837-2002291 m2 Pasangan Atap Seng GelombangBahan-Seng Gelombang0.700LbrxRp.6,270.00Rp.4,389.00-Paku Sumbat0.020KgxRp.33,000.00Rp.660.00Jumlah ( I )Rp.5,049.00Tenaga-Pekerja0.120OHxRp.45,000.00Rp.5,400.00-Tukang Kayu0.060OHxRp.60,000.00Rp.3,600.00-Kepala Tukang0.006OHxRp.65,000.00Rp.390.00-Mandor0.006OHxRp.50,000.00Rp.300.00Jumlah ( II )Rp.9,690.00Jumlah ( I + II )Rp.14,739.0030SNI 03-2837-2002301 m2 Pasangan Atap Nok SengBahan-Seng Plat0.300LbrxRp.13,200.00Rp.3,960.00-Paku Sumbat0.400KgxRp.33,000.00Rp.13,200.00Jumlah ( I )Rp.17,160.00Tenaga-Pekerja0.150OHxRp.45,000.00Rp.6,750.00-Tukang Kayu0.070OHxRp.60,000.00Rp.4,200.00-Kepala Tukang0.008OHxRp.65,000.00Rp.520.00-Mandor0.006OHxRp.50,000.00Rp.300.00Jumlah ( II )Rp.11,770.00Jumlah ( I + II )Rp.28,930.0031SNI 03-2837-2002311 Bh Pasangan Kunci Tanam BiasaBahan-Kunci Tanam Biasa1.000BhxRp.74,965.00Rp.74,965.00Jumlah ( I )Rp.74,965.00Tenaga-Pekerja0.010OHxRp.45,000.00Rp.450.00-Tukang Kayu0.500OHxRp.60,000.00Rp.30,000.00-Kepala Tukang0.010OHxRp.65,000.00Rp.650.00-Mandor0.005OHxRp.50,000.00Rp.250.00Jumlah ( II )Rp.31,350.00Jumlah ( I + II )Rp.106,315.00Halaman. 832SNI 03-2837-2002321 Bh Pasangan Engsel PintuBahan-Engsel Pintu1.000BhxRp.19,030.00Rp.19,030.00Jumlah ( I )Rp.19,030.00Tenaga-Pekerja0.015OHxRp.45,000.00Rp.675.00-Tukang Kayu0.150OHxRp.60,000.00Rp.9,000.00-Kepala Tukang0.015OHxRp.65,000.00Rp.975.00-Mandor0.00075OHxRp.50,000.00Rp.37.50Jumlah ( II )Rp.10,687.50Jumlah ( I + II )Rp.29,717.5033SNI 03-2837-2002331 m2 Mendempul Dan Menggosok KayuBahan-Dempul Jadi0.080KgxRp.30,250.00Rp.2,420.00-Minyak Cat0.020LtrxRp.16,500.00Rp.330.00Jumlah ( I )Rp.2,750.00Tenaga-Pekerja0.040OHxRp.45,000.00Rp.1,800.00-Tukang Kayu0.040OHxRp.60,000.00Rp.2,400.00-Kepala Tukang0.004OHxRp.65,000.00Rp.260.00-Mandor0.0025OHxRp.50,000.00Rp.125.00Jumlah ( II )Rp.4,585.00Jumlah ( I + II )Rp.7,335.0034SNI 03-2837-2002341 m2 Pengecatan Bidang Kayu BaruBahan-Cat Meny0.200LtrxRp.13,750.00Rp.2,750.00-Plamir0.150KgxRp.8,800.00Rp.1,320.00-Cat Dasar0.170KgxRp.49,500.00Rp.8,415.00-Cat Penutup 3 Kali0.350KgxRp.49,500.00Rp.17,325.00Jumlah ( I )Rp.29,810.00Tenaga-Pekerja0.070OHxRp.45,000.00Rp.3,150.00-Tukang cat0.105OHxRp.60,000.00Rp.6,300.00-Kepala Tukang0.004OHxRp.65,000.00Rp.260.00-Mandor0.0025OHxRp.50,000.00Rp.125.00Jumlah ( II )Rp.9,835.00Jumlah ( I + II )Rp.39,645.0035SNI 03-2837-2002351 m2 Pengecatan Tembok BaruBahan-Plamir0.100KgxRp.8,800.00Rp.880.00-Cat Dasar0.100KgxRp.7,150.00Rp.715.00-Cat Penutup 2 Kali0.260KgxRp.7,150.00Rp.1,859.00Jumlah ( I )Rp.3,454.00Tenaga-Pekerja0.020OHxRp.45,000.00Rp.900.00-Tukang Cat0.063OHxRp.60,000.00Rp.3,780.00-Kepala Tukang0.0063OHxRp.65,000.00Rp.409.50-Mandor0.0025OHxRp.50,000.00Rp.125.00Jumlah ( II )Rp.5,214.50Jumlah ( I + II )Rp.8,668.5036SNI 03-2837-2002361 m2 Pengecatan SengBahan-Dempul Jadi0.300KgxRp.30,250.00Rp.9,075.00Jumlah ( I )Rp.9,075.00Tenaga-Pekerja0.006OHxRp.45,000.00Rp.270.00-Tukang Cat0.060OHxRp.60,000.00Rp.3,600.00-Kepala Tukang0.012OHxRp.65,000.00Rp.780.00-Mandor0.006OHxRp.50,000.00Rp.300.00Jumlah ( II )Rp.4,950.00Jumlah ( I + II )Rp.14,025.00Halaman. 936SNI 03-2837-2002361 m Upah Pengetesan pipa dan DisenfeksiDia 110, 90 mmTenaga-Pekerja0.0250OHxRp.45,000.00Rp.1,125.00-Tukang Pipa0.0180OHxRp.60,000.00Rp.1,080.00-Kepala Tukang0.0018OHxRp.65,000.00Rp.117.00-Mandor0.0018OHxRp.50,000.00Rp.90.00-Alat Bantu0.0025BhxRp.71,500.00Rp.178.75-Disenfeksi Pipa1.0000MxRp.286.00Rp.286.00JumlahRp.2,876.7537SNI 03-2837-2002371 m Upah Pemasangan Pipa PVC Dia 110, 90 mmTenaga-Pekerja0.0810OHxRp.45,000.00Rp.3,645.00-Tukang Pipa0.1350OHxRp.60,000.00Rp.8,100.00-Kepala Tukang0.0135OHxRp.65,000.00Rp.877.50-Mandor0.0041OHxRp.50,000.00Rp.205.00JumlahRp.12,827.5038SNI 03-2837-2002381 m Upah Pemasangan Pipa PVC Dia 63 mmTenaga-Pekerja0.0540OHxRp.45,000.00Rp.2,430.00-Tukang Pipa0.0900OHxRp.60,000.00Rp.5,400.00-Kepala Tukang0.0090OHxRp.65,000.00Rp.585.00-Mandor0.0027OHxRp.50,000.00Rp.135.00JumlahRp.8,550.0039SNI 03-2837-2002391 m Upah Pemasangan Pipa PVC Dia 2 1/2 "Tenaga-Pekerja0.0360OHxRp.45,000.00Rp.1,620.00-Tukang Pipa0.0600OHxRp.60,000.00Rp.3,600.00-Kepala Tukang0.0060OHxRp.65,000.00Rp.390.00-Mandor0.0018OHxRp.50,000.00Rp.90.00JumlahRp.5,700.0040SNI 03-2837-2002401 Bh Upah Pemasangan Kran Dia 3/4 " dan 1/2 "Tenaga-Pekerja0.0100OHxRp.45,000.00Rp.450.00-Tukang Pipa0.1000OHxRp.60,000.00Rp.6,000.00-Kepala Tukang0.0100OHxRp.65,000.00Rp.650.00-Mandor0.0050OHxRp.50,000.00Rp.250.00JumlahRp.7,350.0041SNI 03-2837-200241BH Upah Pemasangan ACC Pipa Dia 90, 63 mmTenaga-Pekerja0.0120OHxRp.45,000.00Rp.540.00-Tukang Pipa0.0500OHxRp.60,000.00Rp.3,000.00-Mandor0.0120OHxRp.65,000.00Rp.780.00-Alat Bantu1.0000OHxRp.50,000.00Rp.50,000.00JumlahRp.54,320.0042SNI 03-2837-2002421 m Pemasangan Pipa GI Dia 63 mm( Crosing Jalan Aspal )-Pengeboran Pipa1.0000MxRp.143,000.00Rp.143,000.00Jumlah ( I )Rp.143,000.00Tenaga-Pekerja0.0540OHxRp.45,000.00Rp.2,430.00-Tukang Pipa0.0900OHxRp.60,000.00Rp.5,400.00-Kepala Tukang0.0090OHxRp.65,000.00Rp.585.00-Mandor0.0027OHxRp.50,000.00Rp.135.00Jumlah ( II )Rp.8,550.00Jumlah ( I + II )Rp.151,550.00Halaman. 1043SNI 03-2837-2002431 m Upah Pemas. Galian & Urugan Pipa PVCDia 90 mm dan Dia 63 mm-Galian Tanah0.2400OHxRp.20,000.00Rp.4,800.00-Urugan Tanah0.2000OHxRp.9,590.00Rp.1,918.00JumlahRp.6,718.0044SNI 03-2837-2002441 m Upah Pemas. Pipa GI Dia 110 mm-Pekerja0.1350OHxRp.45,000.00Rp.6,075.00-Tukang pipa0.2250OHxRp.60,000.00Rp.13,500.00-Kepala Tukang0.0225OHxRp.65,000.00Rp.1,462.50-Mandor0.0068OHxRp.50,000.00Rp.340.00Jumlah ( I )Rp.21,377.5045SNI 03-2837-2002451 m Upah Pemas. Pipa GI Dia 90 mm-Pekerja0.1080OHxRp.45,000.00Rp.4,860.00-Tukang pipa0.1800OHxRp.60,000.00Rp.10,800.00-Kepala Tukang0.0180OHxRp.65,000.00Rp.1,170.00-Mandor0.0054OHxRp.50,000.00Rp.270.00Jumlah ( I )Rp.17,100.0046SNI 03-2837-2002461 m Upah Pemas. Pipa GI Dia 63 mm Dan 1 1/2 "-Pekerja0.1080OHxRp.45,000.00Rp.4,860.00-Tukang pipa0.1800OHxRp.60,000.00Rp.10,800.00-Kepala Tukang0.0180OHxRp.65,000.00Rp.1,170.00-Mandor0.0054OHxRp.50,000.00Rp.270.00Jumlah ( I )Rp.17,100.0047SNI 03-2837-2002471M Upah Pemas. Pipa GI Dia 3/4 "-Pekerja0.0540OHxRp.45,000.00Rp.2,430.00-Tukang pipa0.0900OHxRp.60,000.00Rp.5,400.00-Kepala Tukang0.0090OHxRp.65,000.00Rp.585.00-Mandor0.0270OHxRp.50,000.00Rp.1,350.00Jumlah ( I )Rp.9,765.00

Kolaka, 13 Mei 2008




RAB AhiluluPEMERINTAH KABUPATEN KOLAKADINAS PEKERJAAN UMUMJl. Mekongga Indah By Pass No. Tlp ( 0405 ) 21065 Kolaka 93517CV. SURYA ABADI Engineering KonsultanJl. Cendrawasih No. 22 Tlp. (0405) 21647 KolakaRENCANA ANGGARAN BIAYAL O K AS I: DESA AHILULU KEC. ULUIWOIV O L U M E: 7.897 MPROYEK: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIHKAB. KOLAKA TAHUN 2008SUMBER DANA:NoUraian PekerjaanVolumeSatuanH. SatuanJumlah Harga( Rp )( Rp )123456I. PEKERJAAN PERSIAPAN1Pengukuran dan Pematokan1.00Ls750,000.00750,000.002Pembuatan Papan Proyek1.00Ls300,000.00300,000.003Dokumentasi, P3K dan Air Bersih1.00Ls1,288,000.001,288,000.001,880,000.00JUMLAH. I2,338,000.00II. PEK. PENGAD. DAN PEMAS. PIPA PVCDAN ACCESSORIES1Pipa PVC Dia 90 mm1,752.00m'72,177.50126,454,980.002Pipa PVC Dia 2,5 inci2,623.00m'47,050.00123,412,150.007,897.003Pipa PVC Dia 63 mm3,522.00m'41,132.00144,866,904.00JUMLAH. II394,734,034.00III. PEK. GALIAN DAN URUGAN KEMBALI1Pipa PVC Dia 90 mm1,752.00m'6,718.0011,769,936.002Pipa PVC Dia 2,5 inci2,623.00m'6,718.0017,621,314.00Pipa PVC Dia 63 mm3,522.00m'6,718.0023,660,796.00JUMLAH. III53,052,046.00IV. PEK. PENGADAAD ACCESSORIES1Gate Valve Dia 90 MM2.00Bh1,028,446.002,056,892.002Gate Valve Dia 63 MM1.00Bh801,300.50801,300.50200,000.003Plange All Socket PVC Dia 90 mm4.00Bh510,390.002,041,560.004Plange All Socket PVC Dia 63 mm2.00Bh456,690.00913,380.005Testek All Socket PVC dia 63 x 63 mm1.00Bh465,673.00465,673.006Ben All Socket PVC Dia 63 MM6.00Bh125,865.00755,190.007Cup PVC dia 63 mm2.00Bh24,312.0048,624.008Air Valve dia 1 Inci1.00Bh9,550.009,550.009Klamp Sadel GI dia 90 mm1.00Bh53,241.5053,241.5010Dobel Nipel GI dia 1 Inci1.00Bh23,085.0023,085.0011Reduser PVC dia 3 x 2,5 inci1.00Bh166,543.50166,543.5012Reduser PVC dia 2,5 x 2 inci1.00Bh86,242.0086,242.0013Stainer GI dia 90 mm1.00Bh86,670.0086,670.00JUMLAH. IV7,507,951.50V. PEK. PEMB. BAK BROUND CAPTERING1Pek. Pembuatan Bak Bround Captering1.00Bh12,726,139.4812,726,139.48JUMLAH. V12,726,139.48Lembar 2123456VI. PEK. PEMBUATAN HIDRAN UMUM1Pek. Pembuatan Hidran Umum10.00Bh418,789.874,187,898.65JUMLAH. V4,187,898.65VII. PEK. PENGADAAN & PEMASANGANPIPA GI dia 3/4 DAN ACCESSORIESHIDRAN UMUM1Pipa GI dia 3/4 Inci120.00m84,015.0010,081,800.0030.00300.002Klamp Sadel GI Dia 2 X 3/4 inci10.00Bh39,766.50397,665.002.5025.003Dobel Nipel GI Dia 3/4 inci30.00Bh23,085.00692,550.007.5075.004Testek GI Dia 3/4 x 3/4 inci10.00Bh12,666.00126,660.002.5025.005Kneih GI Dia 3/4 inci30.00Bh11,758.50352,755.007.5075.006Socket GI Dia 3/4 inci20.00Bh10,724.50214,490.005.0050.007Water Mon GI Dia 3/4 inci10.00Bh57,678.00576,780.002.5025.008Stop Kran GI Dia 3/4 inci10.00Bh79,527.50795,275.002.5025.009Atap Kran GI Dia 3/4 inci20.00Bh31,459.50629,190.005.0050.00JUMLAH. VI13,867,165.00VIII. PEK. PEMBUATAN BAK INTAKE1Pek. Pembuatan Bak Intake1.00Bh6,387,095.066,387,095.06JUMLAH. VII6,387,095.06R E K A P I T U L A S II.PEK. PERSIAPANRp.2,338,000.00II.PEK. PENGAD. DAN PEMAS. PIPA PVCDAN ACCESSORIESRp.394,734,034.00III.PEK. GALIAN DAN URUGAN KEMBALIRp.53,052,046.00IV.PEK. PENGADAAD ACCESSORIESRp.7,507,951.50V.PEK. PEMB. BAK BROUND CAPTERINGRp.12,726,139.48VI.PEK. PEMBUATAN HIDRAN UMUMRp.4,187,898.65VII.PEK. PENGADAAN & PEMASANGANPIPA GI dia 3/4 DAN ACCESSORIESHIDRAN UMUMRp.13,867,165.00VIII.PEK. PEMBUATAN BAK INTAKERp.6,387,095.06247,500,000.00J U M L A HRp.494,800,329.69495,000,000.00DIBULATKANRp.494,800,000.00200,000.00TERBILANG : ( Empat Ratus Sembilan Puluh Empat Juta Delapan Ratus Ribu Rupiah ).-Kolaka, 2008Mengetahui :DibuatOleh :000AGUNG BANA, ST0Staf Teknik0Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE. M.SiNip. 590 007 247

ScheduleTIME SCHEDULEPROYEK: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIHKAB. KOLAKA TAHUN 2008LOKASI: DESA AHILULU KEC. ULUIWOITAHUN ANGGARAN2008No.URAIAN PEKERJAANW A K T U P E L A K S A N A A NKETERANGANBOBOTBULAN IBULAN IIBULAN IIIBULAN IV( % )IIIIIIIVVVIVIIVIIIIXXXIXIIXIIIXIVXVXVIJangka Waktu Pelaksanaan 120 (seratus dua puluh)Hari KalenderIPEK. PERSIAPAN0.550.55IIPEK. PENGAD. & PEMAS PIPA PVC & ACC80.932.672.460.283.843.506.978.9911.6711.3411.269.465.493.00IIIPEK. GALIAN & URUGAN KEMBALI9.011.131.131.131.061.131.131.131.19IVPEK. PENGADAAN ACCESSORIES1.780.590.590.59VPEK. PEMB. BAK KONTROL CAPTERING5.150.250.292.671.94VIPEK. PEMB. BAK INTEK2.580.280.180.651.48100.00RENCANAMinggu ini1.683.803.591.344.974.638.1010.1911.6711.3411.8510.336.513.934.151.94Komulatif1.685.479.0610.4015.3719.9928.0938.2749.9461.2873.1483.4789.9993.9298.06100.00

010050RencanaKolaka, 13 Mei 2008




RAB Ahilulu 1RENCANA ANGGARAN BIAYAL O K AS I: DESA AHILULU KEC. ULUIWOIV O L U M E: 3.318 MPROYEK: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIHKAB. KOLAKA TAHUN 2008SUMBER DANA:NoUraian PekerjaanVolumeSatuanH. SatuanJumlah Harga( Rp )( Rp )123456I. PEKERJAAN PERSIAPAN1Pengukuran dan Pematokan1.00Ls400,000.00400,000.002Pembuatan Papan Proyek1.00Ls300,000.00300,000.003Dokumentasi, P3K dan Air Bersih1.00Ls657,000.00657,000.00926,000.00JUMLAH. I1,357,000.00II. PEK. PENGAD. DAN PEMAS. PIPA PVCDAN ACCESSORIES1Pipa PVC Dia 90 mm1,752.00m'72,177.50126,454,980.003,318.002Pipa PVC Dia 2,5 inci1,566.00m'47,050.0073,680,300.00292.00JUMLAH. II200,135,280.00416.67III. PEK. GALIAN DAN URUGAN KEMBALI417.001Pipa PVC Dia 90 mm1,752.00m'6,718.0011,769,936.002,502.002Pipa PVC Dia 2,5 inci1,566.00m'6,718.0010,520,388.00JUMLAH. III22,290,324.00587.00IV. PEK. PENGADAAD ACCESSORIES3,522.001Gate Valve Dia 90 MM2.00Bh1,028,446.002,056,892.003Plange All Socket PVC Dia 90 mm4.00Bh510,390.002,041,560.009Klamp Sadel GI dia 90 mm1.00Bh53,241.5053,241.5011Reduser PVC dia 3 x 2,5 inci1.00Bh166,543.50166,543.5013Stainer GI dia 90 mm1.00Bh86,670.0086,670.00JUMLAH. IV4,404,907.00V. PEK. PEMB. BAK BROUND CAPTERING1Pek. Pembuatan Bak Bround Captering1.00Bh12,726,139.4812,726,139.48JUMLAH. V12,726,139.48VI. PEK. PEMBUATAN BAK INTAKE1Pek. Pembuatan Bak Intake1.00Bh6,387,095.066,387,095.06JUMLAH. VI6,387,095.06R E K A P I T U L A S II.PEK. PERSIAPANRp.1,357,000.000.55II.PEK. PENGAD. DAN PEMAS. PIPA PVCDAN ACCESSORIESRp.200,135,280.0080.93III.PEK. GALIAN DAN URUGAN KEMBALIRp.22,290,324.009.01IV.PEK. PENGADAAD ACCESSORIESRp.4,404,907.001.78V.PEK. PEMB. BAK BROUND CAPTERINGRp.12,726,139.485.15VI.PEK. PEMBUATAN BAK INTAKERp.6,387,095.06123,750,000.002.58100.00J U M L A HRp.247,300,745.54247,500,000.00DIBULATKANRp.247,300,000.00200,000.00TERBILANG : ( Dua Ratus Empat Puluh Tujuh Juta Tiga Ratus Ribu Rupiah ).-247,300,000.00

Kolaka, 13 Mei 2008




RAB Ahilulu (2)PEMERINTAH KABUPATEN KOLAKADINAS PEKERJAAN UMUMJl. Mekongga Indah By Pass No. Tlp ( 0405 ) 21065 Kolaka 93517CV. SURYA ABADI Engineering KonsultanJl. Cendrawasih No. 22 Tlp. (0405) 21647 KolakaRENCANA ANGGARAN BIAYAL O K AS I: DESA AHILULU KEC. ULUIWOIV O L U M E: 4.579 MPROYEK: PEMBANGUNAN SARANA DAN PRASARANA AIR BERSIHKAB. KOLAKA TAHUN 2008SUMBER DANA:NoUraian PekerjaanVolumeSatuanH. SatuanJumlah Harga( Rp )( Rp )123456I. PEKERJAAN PERSIAPAN1Pengukuran dan Pematokan1.00Ls250,000.00250,000.002Pembuatan Papan Proyek1.00Ls300,000.00300,000.003Dokumentasi, P3K dan Air Bersih1.00Ls391,100.00391,100.00383,100.00JUMLAH. I941,100.00II. PEK. PENGAD. DAN PEMAS. PIPA PVC4,579.00DAN ACCESSORIES1Pipa PVC Dia 2,5 inci1,057.00m'47,050.0049,731,850.002Pipa PVC Dia 63 mm3,522.00m'41,132.00144,866,904.00JUMLAH. II194,598,754.00III. PEK. GALIAN DAN URUGAN KEMBALI1Pipa PVC Dia 2,5 inci1,057.00m'6,718.007,100,926.002Pipa PVC Dia 63 mm3,522.00m'6,718.0023,660,796.00JUMLAH. III30,761,722.00IV. PEK. PENGADAAD ACCESSORIES1Gate Valve Dia 63 MM1.00Bh801,300.50801,300.502Plange All Socket PVC Dia 63 mm2.00Bh456,690.00913,380.003Testek All Socket PVC dia 63 x 63 mm1.00Bh465,673.00465,673.004Ben All Socket PVC Dia 63 MM6.00Bh125,865.00755,190.005Cup PVC dia 63 mm2.00Bh24,312.0048,624.006Air Valve dia 1 Inci1.00Bh9,550.009,550.007Dobel Nipel GI dia 1 Inci1.00Bh23,085.0023,085.008Reduser PVC dia 2,5 x 2 inci1.00Bh86,242.0086,242.00JUMLAH. IV3,103,044.50Lembar 2123456VI. PEK. PEMBUATAN HIDRAN UMUM1Pek. Pembuatan Hidran Umum10.00Bh418,789.874,187,898.65JUMLAH. V4,187,898.65VII. PEK. PENGADAAN & PEMASANGANPIPA GI dia 3/4 DAN ACCESSORIESHIDRAN UMUM1Pipa GI dia 3/4 Inci120.00m84,015.0010,081,800.0030.00300.002Klamp Sadel GI Dia 2 X 3/4 inci10.00Bh39,766.50397,665.002.5025.003Dobel Nipel GI Dia 3/4 inci30.00Bh23,085.00692,550.007.5075.004Testek GI Dia 3/4 x 3/4 inci10.00Bh12,666.00126,660.002.5025.005Kneih GI Dia 3/4 inci30.00Bh11,758.50352,755.007.5075.006Socket GI Dia 3/4 inci20.00Bh10,724.50214,490.005.0050.007Water Mon GI Dia 3/4 inci10.00Bh57,678.00576,780.002.5025.008Stop Kran GI Dia 3/4 inci10.00Bh79,527.50795,275.002.5025.009Atap Kran GI Dia 3/4 inci20.00Bh31,459.50629,190.005.0050.00JUMLAH. VI13,867,165.00R E K A P I T U L A S II.PEK. PERSIAPANRp.941,100.00II.PEK. PENGAD. DAN PEMAS. PIPA PVCDAN ACCESSORIESRp.194,598,754.00III.PEK. GALIAN DAN URUGAN KEMBALIRp.30,761,722.00IV.PEK. PENGADAAD ACCESSORIESRp.3,103,044.50VI.PEK. PEMBUATAN HIDRAN UMUMRp.4,187,898.65VII.PEK. PENGADAAN & PEMASANGANPIPA GI dia 3/4 DAN ACCESSORIESHIDRAN UMUMRp.13,867,165.00J U M L A HRp.247,459,684.15247,500,000.00DIBULATKANRp.247,459,000.0041,000.00TERBILANG : ( Dua Ratus Empat Puluh Tujuh Juta Lima Ratus Ribu Rupiah ).-Kolaka, 2008Mengetahui :DibuatOleh :000AGUNG BANA, ST0Staf Teknik0Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE. M.SiNip. 590 007 247

PEMB. BAK INTAKERENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BAK INTAKEV O L U M E: 1 X 2 X 1 MLOKASI: DESA AHILULU KEC. ULUIWOIKAB. KOLAKANoUraian PekerjaanVolumeSatuanH.SatuanJml. Harga(Rp.)(Rp.)123456A. PEK. PONDASI SAYAPI. PEKERJAAN TANAH DLL.1Galian Tanah Pondasi0.56m320,000.0011,200.00m32Timb. Alur Pondasi0.28m39,590.002,685.20m3JUMLAH I13,885.20II. PEK. BATU, BETON DLL :1Pas. Batu Kosong0.36m3313,035.00112,692.60m32Pas. Pondasi Camp. 1 : 50.81m3581,350.00470,893.50m33Pek. PlesteranCamp. 1 : 22.40m334,592.5083,022.00m34Pek. Pintu Besi Plat1.00Lbr250,000.00250,000.00Lbr5Pek. Sloop Beton Bertulang0.096m35,281,825.00507,055.20m3JUMLAH II1,423,663.30B. PEK. KONSTRUKSI BAKI. PEKERJAAN TANAH DLL.1Galian Tanah Pondasi2.24m320,000.0044,800.00m32Timb. Pasir Bawah Lantai0.30m3145,550.0043,665.00m33Timb. Alur Pondasi1.12m39,590.0010,740.80m3JUMLAH I99,205.80II. PEK. BATU, BETON DLL :1Pas. Batu Kosong0.84m3313,035.00262,949.40m32Pas. Pondasi Camp. 1 : 53.36m3581,350.001,953,336.00m33Pas. Sloop Beton Bertulang Camp. 1 : 2 : 30.12m35,281,825.00633,819.00m34Pas. Kolom Beton Bertulang Camp. 1 : 2 : 30.072m34,860,535.00349,958.52m35Pas. Ringbalk Beton Bertulang Camp. 1 : 2 : 34.00m'113,642.50454,570.00m'6Pas. Plat Beton Bertulang Camp. 1 : 2 : 30.084m34,770,635.00400,733.34m37Pek. PlesteranCamp. 1 : 214.00m334,592.50484,295.00m38Pek. Pintu Besi Plat1.00Lbr250,000.00250,000.00LbrJUMLAH II4,789,661.26III. PEKERJAAN FINISHING1Pek. Cat Tembok7.00m28,668.5060,679.50JUMLAH III60,679.50R E K A P I T U L A S I :IPEK. PONDASI SAYAP========================> Rp.1,437,548.50IIPEK. KONSTRUKSI BAK========================> Rp.4,888,867.06IIIPEK. FINISHING========================> Rp.60,679.50JUMLAH' ======= Rp.6,387,095.06H. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BAK INTAKEV O L U M E: 1 X 2 X 1 MLOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456A. PEK. PONDASI SAYAPI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM30.5620,000.0011,200.002Timb. Alur PondasiM30.289,590.002,685.20JUMLAH I13,885.20II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.36313,035.00112,692.602Pas. Pondasi Camp. 1 : 5M30.81581,350.00470,893.503Pek. PlesteranCamp. 1 : 2M32.4034,592.5083,022.004Pek. Pintu Besi PlatLbr1.00250,000.00250,000.005Pek. Sloop Beton BertulangM30.0965,281,825.00507,055.20JUMLAH II1,423,663.30B. PEK. KONSTRUKSI BAKI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM32.2420,000.0044,800.002Timb. Pasir Bawah LantaiM30.30145,550.0043,665.003Timb. Alur PondasiM31.129,590.0010,740.80JUMLAH I99,205.80II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.84313,035.00262,949.402Pas. Pondasi Camp. 1 : 5M33.36581,350.001,953,336.003Pas. Sloop Beton Bertulang Camp. 1 : 2 : 3M30.125,281,825.00633,819.004Pas. Kolom Beton Bertulang Camp. 1 : 2 : 3M30.0724,860,535.00349,958.525Pas. Ringbalk Beton Bertulang Camp. 1 : 2 : 3M'4.00113,642.50454,570.006Pas. Plat Beton Bertulang Camp. 1 : 2 : 3M30.0844,770,635.00400,733.347Pek. PlesteranCamp. 1 : 2M314.0034,592.50484,295.008Pek. Pintu Besi PlatLbr1.00250,000.00250,000.00JUMLAH II4,789,661.26III. PEKERJAAN FINISHING1Pek. Cat TembokM27.008,668.5060,679.50JUMLAH III60,679.50R E K A P I T U L A S I :IPEK. PONDASI SAYAP========================> Rp.1,437,548.50IIPEK. KONSTRUKSI BAK========================> Rp.4,888,867.06IIIPEK. FINISHING========================> Rp.60,679.50JUMLAH======= Rp.6,387,095.06Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BAK INTAKEV O L U M E: 1 X 2 X 1 MLOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456A. PEK. PONDASI SAYAPI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM30.5620,000.0011,200.002Timb. Alur PondasiM30.289,590.002,685.20JUMLAH I13,885.20II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.36313,035.00112,692.602Pas. Pondasi Camp. 1 : 5M30.81581,350.00470,893.503Pek. PlesteranCamp. 1 : 2M32.4034,592.5083,022.004Pek. Pintu Besi PlatLbr1.00250,000.00250,000.005Pek. Sloop Beton BertulangM30.0965,281,825.00507,055.20JUMLAH II1,423,663.30B. PEK. KONSTRUKSI BAKI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM32.2420,000.0044,800.002Timb. Pasir Bawah LantaiM30.30145,550.0043,665.003Timb. Alur PondasiM31.129,590.0010,740.80JUMLAH I99,205.80II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.84313,035.00262,949.402Pas. Pondasi Camp. 1 : 5M33.36581,350.001,953,336.003Pas. Sloop Beton Bertulang Camp. 1 : 2 : 3M30.125,281,825.00633,819.004Pas. Kolom Beton Bertulang Camp. 1 : 2 : 3M30.0724,860,535.00349,958.525Pas. Ringbalk Beton Bertulang Camp. 1 : 2 : 3M'4.00113,642.50454,570.006Pas. Plat Beton Bertulang Camp. 1 : 2 : 3M30.0844,770,635.00400,733.347Pek. PlesteranCamp. 1 : 2M314.0034,592.50484,295.008Pek. Pintu Besi PlatLbr1.00250,000.00250,000.00JUMLAH II4,789,661.26III. PEKERJAAN FINISHING1Pek. Cat TembokM27.008,668.5060,679.50JUMLAH III60,679.50R E K A P I T U L A S I :IPEK. PONDASI SAYAP========================> Rp.1,437,548.50IIPEK. KONSTRUKSI BAK========================> Rp.4,888,867.06IIIPEK. FINISHING========================> Rp.60,679.50JUMLAH'======= Rp.6,387,095.06Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BAK INTAKEV O L U M E: 1 X 2 X 1 MLOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456A. PEK. PONDASI SAYAPI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM30.5620,000.0011,200.002Timb. Alur PondasiM30.289,590.002,685.20JUMLAH I13,885.20II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.36313,035.00112,692.602Pas. Pondasi Camp. 1 : 5M30.81581,350.00470,893.503Pek. PlesteranCamp. 1 : 2M32.4034,592.5083,022.004Pek. Pintu Besi PlatLbr1.00250,000.00250,000.005Pek. Sloop Beton BertulangM30.0965,281,825.00507,055.20JUMLAH II1,423,663.30B. PEK. KONSTRUKSI BAKI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM32.2420,000.0044,800.002Timb. Pasir Bawah LantaiM30.30145,550.0043,665.003Timb. Alur PondasiM31.129,590.0010,740.80JUMLAH I99,205.80II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.84313,035.00262,949.402Pas. Pondasi Camp. 1 : 5M33.36581,350.001,953,336.003Pas. Sloop Beton Bertulang Camp. 1 : 2 : 3M30.125,281,825.00633,819.004Pas. Kolom Beton Bertulang Camp. 1 : 2 : 3M30.0724,860,535.00349,958.525Pas. Ringbalk Beton Bertulang Camp. 1 : 2 : 3M'4.00113,642.50454,570.006Pas. Plat Beton Bertulang Camp. 1 : 2 : 3M30.0844,770,635.00400,733.347Pek. PlesteranCamp. 1 : 2M314.0034,592.50484,295.008Pek. Pintu Besi PlatLbr1.00250,000.00250,000.00JUMLAH II4,789,661.26III. PEKERJAAN FINISHING1Pek. Cat TembokM27.008,668.5060,679.50JUMLAH III60,679.50R E K A P I T U L A S I :IPEK. PONDASI SAYAP========================> Rp.1,437,548.50IIPEK. KONSTRUKSI BAK========================> Rp.4,888,867.06IIIPEK. FINISHING========================> Rp.60,679.50JUMLAH'======= Rp.6,387,095.06Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BAK INTAKEV O L U M E: 1 X 2 X 1 MLOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456A. PEK. PONDASI SAYAPI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM30.5620,000.0011,200.002Timb. Alur PondasiM30.289,590.002,685.20JUMLAH I13,885.20II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.36313,035.00112,692.602Pas. Pondasi Camp. 1 : 5M30.81581,350.00470,893.503Pek. PlesteranCamp. 1 : 2M32.4034,592.5083,022.004Pek. Pintu Besi PlatLbr1.00250,000.00250,000.005Pek. Sloop Beton BertulangM30.0965,281,825.00507,055.20JUMLAH II1,423,663.30B. PEK. KONSTRUKSI BAKI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM32.2420,000.0044,800.002Timb. Pasir Bawah LantaiM30.30145,550.0043,665.003Timb. Alur PondasiM31.129,590.0010,740.80JUMLAH I99,205.80II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.84313,035.00262,949.402Pas. Pondasi Camp. 1 : 5M33.36581,350.001,953,336.003Pas. Sloop Beton Bertulang Camp. 1 : 2 : 3M30.125,281,825.00633,819.004Pas. Kolom Beton Bertulang Camp. 1 : 2 : 3M30.0724,860,535.00349,958.525Pas. Ringbalk Beton Bertulang Camp. 1 : 2 : 3M'4.00113,642.50454,570.006Pas. Plat Beton Bertulang Camp. 1 : 2 : 3M30.0844,770,635.00400,733.347Pek. PlesteranCamp. 1 : 2M314.0034,592.50484,295.008Pek. Pintu Besi PlatLbr1.00250,000.00250,000.00JUMLAH II4,789,661.26III. PEKERJAAN FINISHING1Pek. Cat TembokM27.008,668.5060,679.50JUMLAH III60,679.50R E K A P I T U L A S I :IPEK. PONDASI SAYAP========================> Rp.1,437,548.50IIPEK. KONSTRUKSI BAK========================> Rp.4,888,867.06IIIPEK. FINISHING========================> Rp.60,679.50JUMLAH'======= Rp.6,387,095.06Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BAK INTAKEV O L U M E: 1 X 2 X 1 MLOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456A. PEK. PONDASI SAYAPI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM30.5620,000.0011,200.002Timb. Alur PondasiM30.289,590.002,685.20JUMLAH I13,885.20II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.36313,035.00112,692.602Pas. Pondasi Camp. 1 : 5M30.81581,350.00470,893.503Pek. PlesteranCamp. 1 : 2M32.4034,592.5083,022.004Pek. Pintu Besi PlatLbr1.00250,000.00250,000.005Pek. Sloop Beton BertulangM30.0965,281,825.00507,055.20JUMLAH II1,423,663.30B. PEK. KONSTRUKSI BAKI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM32.2420,000.0044,800.002Timb. Pasir Bawah LantaiM30.30145,550.0043,665.003Timb. Alur PondasiM31.129,590.0010,740.80JUMLAH I99,205.80II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.84313,035.00262,949.402Pas. Pondasi Camp. 1 : 5M33.36581,350.001,953,336.003Pas. Sloop Beton Bertulang Camp. 1 : 2 : 3M30.125,281,825.00633,819.004Pas. Kolom Beton Bertulang Camp. 1 : 2 : 3M30.0724,860,535.00349,958.525Pas. Ringbalk Beton Bertulang Camp. 1 : 2 : 3M'4.00113,642.50454,570.006Pas. Plat Beton Bertulang Camp. 1 : 2 : 3M30.0844,770,635.00400,733.347Pek. PlesteranCamp. 1 : 2M314.0034,592.50484,295.008Pek. Pintu Besi PlatLbr1.00250,000.00250,000.00JUMLAH II4,789,661.26III. PEKERJAAN FINISHING1Pek. Cat TembokM27.008,668.5060,679.50JUMLAH III60,679.50R E K A P I T U L A S I :IPEK. PONDASI SAYAP========================> Rp.1,437,548.50IIPEK. KONSTRUKSI BAK========================> Rp.4,888,867.06IIIPEK. FINISHING========================> Rp.60,679.50JUMLAH'======= Rp.6,387,095.06Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BAK INTAKEV O L U M E: 1 X 2 X 1 MLOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456A. PEK. PONDASI SAYAPI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM30.5620,000.0011,200.002Timb. Alur PondasiM30.289,590.002,685.20JUMLAH I13,885.20II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.36313,035.00112,692.602Pas. Pondasi Camp. 1 : 5M30.81581,350.00470,893.503Pek. PlesteranCamp. 1 : 2M32.4034,592.5083,022.004Pek. Pintu Besi PlatLbr1.00250,000.00250,000.005Pek. Sloop Beton BertulangM30.0965,281,825.00507,055.20JUMLAH II1,423,663.30B. PEK. KONSTRUKSI BAKI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM32.2420,000.0044,800.002Timb. Pasir Bawah LantaiM30.30145,550.0043,665.003Timb. Alur PondasiM31.129,590.0010,740.80JUMLAH I99,205.80II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.84313,035.00262,949.402Pas. Pondasi Camp. 1 : 5M33.36581,350.001,953,336.003Pas. Sloop Beton Bertulang Camp. 1 : 2 : 3M30.125,281,825.00633,819.004Pas. Kolom Beton Bertulang Camp. 1 : 2 : 3M30.0724,860,535.00349,958.525Pas. Ringbalk Beton Bertulang Camp. 1 : 2 : 3M'4.00113,642.50454,570.006Pas. Plat Beton Bertulang Camp. 1 : 2 : 3M30.0844,770,635.00400,733.347Pek. PlesteranCamp. 1 : 2M314.0034,592.50484,295.008Pek. Pintu Besi PlatLbr1.00250,000.00250,000.00JUMLAH II4,789,661.26III. PEKERJAAN FINISHING1Pek. Cat TembokM27.008,668.5060,679.50JUMLAH III60,679.50R E K A P I T U L A S I :IPEK. PONDASI SAYAP========================> Rp.1,437,548.50IIPEK. KONSTRUKSI BAK========================> Rp.4,888,867.06IIIPEK. FINISHING========================> Rp.60,679.50JUMLAH'======= Rp.6,387,095.06Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BAK INTAKEV O L U M E: 1 X 2 X 1 MLOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456A. PEK. PONDASI SAYAPI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM30.560.00.02Timb. Alur PondasiM30.28250.0070.00JUMLAH I70.00II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.361,462.50526.502Pas. Pondasi Camp. 1 : 5M30.81270.00218.703Pek. PlesteranCamp. 1 : 2M32.400.00.04Pek. Pintu Besi PlatLbr1.00250,000.00250,000.005Pek. Sloop Beton BertulangM30.0960.00.0JUMLAH II250,745.20B. PEK. KONSTRUKSI BAKI. PEKERJAAN TANAH DLL.1Galian Tanah PondasiM32.240.00.02Timb. Pasir Bawah LantaiM30.302,430.00729.003Timb. Alur PondasiM31.12250.00280.00JUMLAH I1,009.00II. PEK. BATU, BETON DLL :1Pas. Batu KosongM30.841,462.501,228.502Pas. Pondasi Camp. 1 : 5M33.36270.00907.203Pas. Sloop Beton Bertulang Camp. 1 : 2 : 3M30.120.00.04Pas. Kolom Beton Bertulang Camp. 1 : 2 : 3M30.0720.00.05Pas. Ringbalk Beton Bertulang Camp. 1 : 2 : 3M'4.000.00.06Pas. Plat Beton Bertulang Camp. 1 : 2 : 3M30.0840.00.07Pek. PlesteranCamp. 1 : 2M314.000.00.08Pek. Pintu Besi PlatLbr1.00250,000.00250,000.00JUMLAH II252,135.70III. PEKERJAAN FINISHING1Pek. Cat TembokM27.000.00.0JUMLAH III0.0R E K A P I T U L A S I :IPEK. PONDASI SAYAP========================> Rp.250,815.20IIPEK. KONSTRUKSI BAK========================> Rp.253,144.70IIIPEK. FINISHING========================> Rp.0.0JUMLAH======= Rp.503,959.90Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247

Kolaka, 13 Mei 2008




PEMB. BAK BROUNDRENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. BROUND CAPTERINGV O L U M E: 2 X 3 X 2 MLOKASI: DESA AHILULU KEC. ULUIWOINoUraian PekerjaanVolumeSatuanH.SatuanJml. Harga(Rp.)(Rp.)123456I. PEKERJAAN TANAH1Galian Tanah Pondasi9.00m320,000.00180,000.002Timb. Pasir Bawah Lantai0.47m3145,550.0068,408.503Timb. Alur Pondasi0.25m39,590.002,397.50JUMLAH I250,806.00II. PEK. BATU, BETON DLL :1Pek. Cor Dinding Tanpa Tulang 1 : 2 : 32.58m3608,215.001,569,194.70Pek. Pondasi Camp. 1 : 54.20m3581,350.002,441,670.002Plest. Tembok Camp 1 : 540.00m228,980.001,159,200.003Pas. Cor Lantai Rabat Beton0.42m3608,215.00255,450.304Pas. Penutup Plat 50 X 50 Cm1.00Unit350,000.00350,000.005Pek. Sloop Beton Bertulang 1 : 2 : 30.23m35,281,825.001,188,410.636Pek. Kolom Beton Bertulang 1 : 2 : 30.15m34,860,535.00704,777.587Pek. Ringbalk Beton Bertulang 1 : 2 : 314.00m'113,642.501,590,995.008Pek. Plat Beton Bertulang 1 : 2 : 30.53m34,770,635.002,518,895.289Pas. Skrin Bak Intake1.00Unit350,000.00350,000.00JUMLAH II12,128,593.48III. PEKERJAAN FINISHING1Pek. Cat Tembok Baru + Plamir40.00m28,668.50346,740.00JUMLAH III346,740.00R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.250,806.00II.PEK. BATU, BETON DLL========================> Rp.12,128,593.48III.PEK. FINISHING========================> Rp.346,740.00JUMLAH'======= Rp.12,726,139.48

Kolaka, 13 Mei 2008




PEMB. HU RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. HIDRAN UMUM (HU)LOKASI: DESA AHILULU KEC. ULUIWOIKAB. KOLAKANoUraian PekerjaanVolumeSatuanH.SatuanJml. Harga(Rp.)(Rp.)123456I. PEKERJAAN PERSIAPAN1Galian Tanah Pondasi0.19m320,000.003,800.002Timb. Pasir Bawah Lantai0.71m3145,550.00103,340.503Timb. Alur Pondasi0.09m39,590.00863.10JUMLAH I108,003.60II. PEK. BATU, BETON DLL :1Pek. Cor Beton0.242m3608,215.00147,188.032Pek. Lantai Cor Beton0.189m3608,215.00114,952.640.5JUMLAH II262,140.670.3III. PEKERJAAN PLESTERAN1.21Pek. Plesteran Tembok1.200m228,980.0034,776.00JUMLAH III34,776.00IV. PEKERJAAN FINISHING1Pengecetan tembok1.600m28,668.5013,869.60JUMLAH III13,869.60R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.108,003.60II.PEK. BATU, BETON DLL========================> Rp.262,140.67III.PEK. PLESTERAN========================> Rp.34,776.00IV.PEK. FINISHING========================> Rp.13,869.60JUMLAH======= Rp.418,789.87Kolaka, 2008Mengetahui :Dibuat Oleh :00.00AGUNG BANA, ST0Staf Teknik0Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. HIDRAN UMUM (HU)LOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. HargaPPP(Rp.)(Rp.)123456I. PEKERJAAN PERSIAPAN1Galian Tanah PondasiM30.1920,000.000.02Timb. Pasir Bawah LantaiM30.71145,550.000.03Timb. Alur PondasiM30.099,590.000.0JUMLAH I0.0II. PEK. BATU, BETON DLL :1Pek. Cor BetonM30.242608,215.00147,188.032Pek. Lantai Cor BetonM30.189608,215.00114,952.64JUMLAH II262,140.67III. PEKERJAAN PLESTERAN1Pek. Plesteran TembokM21.20028,980.0034,776.00JUMLAH III34,776.00IV. PEKERJAAN FINISHING10M21.6008,668.5013,869.60JUMLAH III13,869.60R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.0.0II.PEK. BATU, BETON DLL========================> Rp.262,140.67III.PEK. PLESTERAN========================> Rp.34,776.00IV.PEK. FINISHING========================> Rp.13,869.60JUMLAH======= Rp.0.0Kolaka, Januari 2007Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. HIDRAN UMUM (HU)LOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456I. PEKERJAAN PERSIAPAN1Galian Tanah PondasiM30.1920,000.000.02Timb. Pasir Bawah LantaiM30.71145,550.000.03Timb. Alur PondasiM30.099,590.000.0JUMLAH I0.0II. PEK. BATU, BETON DLL :1Pek. Cor BetonM30.242608,215.00147,188.032Pek. Lantai Cor BetonM30.189608,215.00114,952.64JUMLAH II262,140.67III. PEKERJAAN PLESTERAN1Pek. Plesteran TembokM21.20028,980.0034,776.00JUMLAH III34,776.00IV. PEKERJAAN FINISHING10M21.6008,668.5013,869.60JUMLAH III13,869.60R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.0.0II.PEK. BATU, BETON DLL========================> Rp.262,140.67III.PEK. PLESTERAN========================> Rp.34,776.00III.PEK. FINISHING========================> Rp.13,869.60JUMLAH======= Rp.0.0Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. HIDRAN UMUM (HU)LOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456I. PEKERJAAN PERSIAPAN1Galian Tanah PondasiM30.1920,000.000.02Timb. Pasir Bawah LantaiM30.71145,550.000.03Timb. Alur PondasiM30.099,590.000.0JUMLAH I0.0II. PEK. BATU, BETON DLL :1Pek. Cor BetonM30.242608,215.00147,188.032Pek. Lantai Cor BetonM30.189608,215.00114,952.64JUMLAH II262,140.67III. PEKERJAAN PLESTERAN1Pek. Plesteran TembokM21.20028,980.0034,776.00JUMLAH III34,776.00IV. PEKERJAAN FINISHING10M21.6008,668.5013,869.60JUMLAH III13,869.60R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.0.0II.PEK. BATU, BETON DLL========================> Rp.262,140.67III.PEK. PLESTERAN========================> Rp.34,776.00III.PEK. FINISHING========================> Rp.13,869.60JUMLAH======= Rp.0.0Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. HIDRAN UMUM (HU)LOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456I. PEKERJAAN PERSIAPAN1Galian Tanah PondasiM30.1920,000.000.02Timb. Pasir Bawah LantaiM30.71145,550.000.03Timb. Alur PondasiM30.099,590.000.0JUMLAH I0.0II. PEK. BATU, BETON DLL :1Pek. Cor BetonM30.242608,215.00147,188.032Pek. Lantai Cor BetonM30.189608,215.00114,952.64JUMLAH II262,140.67III. PEKERJAAN PLESTERAN1Pek. Plesteran TembokM21.20028,980.0034,776.00JUMLAH III34,776.00IV. PEKERJAAN FINISHING10M21.6008,668.5013,869.60JUMLAH III13,869.60R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.0.0II.PEK. BATU, BETON DLL========================> Rp.262,140.67III.PEK. PLESTERAN========================> Rp.34,776.00III.PEK. FINISHING========================> Rp.13,869.60JUMLAH======= Rp.0.0Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. HIDRAN UMUM (HU)LOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456I. PEKERJAAN PERSIAPAN1Galian Tanah PondasiM30.1920,000.000.02Timb. Pasir Bawah LantaiM30.71145,550.000.03Timb. Alur PondasiM30.099,590.000.0JUMLAH I0.0II. PEK. BATU, BETON DLL :1Pek. Cor BetonM30.242608,215.00147,188.032Pek. Lantai Cor BetonM30.189608,215.00114,952.64JUMLAH II262,140.67III. PEKERJAAN PLESTERAN1Pek. Plesteran TembokM21.20028,980.0034,776.00JUMLAH III34,776.00IV. PEKERJAAN FINISHING10M21.6008,668.5013,869.60JUMLAH III13,869.60R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.0.0II.PEK. BATU, BETON DLL========================> Rp.262,140.67III.PEK. PLESTERAN========================> Rp.34,776.00III.PEK. FINISHING========================> Rp.13,869.60JUMLAH======= Rp.0.0Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. HIDRAN UMUM (HU)LOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456I. PEKERJAAN PERSIAPAN1Galian Tanah PondasiM30.1920,000.000.02Timb. Pasir Bawah LantaiM30.71145,550.000.03Timb. Alur PondasiM30.099,590.000.0JUMLAH I0.0II. PEK. BATU, BETON DLL :1Pek. Cor BetonM30.242608,215.00147,188.032Pek. Lantai Cor BetonM30.189608,215.00114,952.64JUMLAH II262,140.67III. PEKERJAAN PLESTERAN1Pek. Plesteran TembokM21.20028,980.0034,776.00JUMLAH III34,776.00IV. PEKERJAAN FINISHING10M21.6008,668.5013,869.60JUMLAH III13,869.60R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.0.0II.PEK. BATU, BETON DLL========================> Rp.262,140.67III.PEK. PLESTERAN========================> Rp.34,776.00III.PEK. FINISHING========================> Rp.13,869.60JUMLAH======= Rp.0.0Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247RENCANA ANGGARAN BIAYA (RAB )PEKERJAAN: PEMB. HIDRAN UMUM (HU)LOKASI0KAB. KOLAKANoUraian PekerjaanSatuanVolumeH.SatuanJml. Harga(Rp.)(Rp.)123456I. PEKERJAAN PERSIAPAN1Galian Tanah PondasiM30.1920,000.000.02Timb. Pasir Bawah LantaiM30.71145,550.000.03Timb. Alur PondasiM30.099,590.000.0JUMLAH I0.0II. PEK. BATU, BETON DLL :1Pek. Cor BetonM30.242608,215.00147,188.032Pek. Lantai Cor BetonM30.189608,215.00114,952.64JUMLAH II262,140.67III. PEKERJAAN PLESTERAN1Pek. Plesteran TembokM21.20028,980.0034,776.00JUMLAH III34,776.00IV. PEKERJAAN FINISHING10M21.6008,668.5013,869.60JUMLAH III13,869.60R E K A P I T U L A S I :I.PEK. TANAH DLL========================> Rp.0.0II.PEK. BATU, BETON DLL========================> Rp.262,140.67III.PEK. PLESTERAN========================> Rp.34,776.00III.PEK. FINISHING========================> Rp.13,869.60JUMLAH======= Rp.0.0Kolaka, Januari 2006Mengetahui :Dibuat Oleh :Kabid Cipta Karya Dinas PU.Kasi Perizinan dan PenyehatanKabupaten KolakaDinas PU Kab. KolakaM. NATSIR TAHIR, STIr. A B B A S, MMNip. 010 095 802NIP. 590 008 871Menyetujui :Kepala Dinas Pekerjaan UmumKabupaten KolakaH. ARMAN WAHAB, SE, M.SiNIP 590 007 247

MBD0000B3A8.unknown

MBD002B86C8.unknown

MBD0014EC82.unknown

monthly certificate.xls

Documents

Transcript of monthly certificate.xls