rab slipway

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Jenis Pekerjaan : Mobilisasi dan Demobilisasi Satuan Pekerjaan : Ls No. Koef. Sat. Uraian Pekerjaan Harga Jumlah (Rp) (Rp) A 1.000 Ls 50,000,000 50,000,000.00 Total 50,000,000.00 PPN 10% 5,000,000.00 Total + PPN 10% 55,000,000.00 Jenis Pekerjaan : Papan Nama Proyek Satuan Pekerjaan : Ls No. Koef. Sat. Uraian Pekerjaan Harga Jumlah (Rp) (Rp) A 1.000 Ls Papan Nama Proyek 1,000,000 1,000,000.00 Total 1,000,000.00 PPN 10% 100,000.00 Total + PPN 10% 1,100,000.00 Jenis Pekerjaan : Administrasi dan Dokumentasi Satuan Pekerjaan : Ls No. Koef. Sat. Uraian Pekerjaan Harga Jumlah (Rp) (Rp) A 1.000 Ls Administrasi dan Dokumentasi 50,000,000 50,000,000.00 Total 50,000,000.00 PPN 10% 5,000,000.00 Total + PPN 10% 55,000,000.00 Jenis Pekerjaan : Fasilitas Air dan Listrik Satuan Pekerjaan : Ls No. Koef. Sat. Uraian Pekerjaan Harga Jumlah (Rp) (Rp) A 1.000 Ls Fasilitas Air dan Listrik 30,000,000 30,000,000.00 Total 30,000,000.00 PPN 10% 3,000,000.00 Total + PPN 10% 33,000,000.00 Jenis Pekerjaan : Pagar Sementara Kayu (Tinggi 2 m) Satuan Pekerjaan : m No. Koef. Sat. Uraian Pekerjaan Harga Jumlah (Rp) (Rp) Mobilisasi dan Demobilisasi Alat dan Bahan

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Analisa Harga SatuanJenis Pekerjaan: Mobilisasi dan DemobilisasiSatuan Pekerjaan: LsNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000LsMobilisasi dan Demobilisasi Alat dan Bahan50,000,00050,000,000.00Total50,000,000.00PPN 10%5,000,000.00Total + PPN 10%55,000,000.00Jenis Pekerjaan: Papan Nama ProyekSatuan Pekerjaan: LsNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000LsPapan Nama Proyek1,000,0001,000,000.00Total1,000,000.00PPN 10%100,000.00Total + PPN 10%1,100,000.00Jenis Pekerjaan: Administrasi dan DokumentasiSatuan Pekerjaan: LsNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000LsAdministrasi dan Dokumentasi50,000,00050,000,000.00Total50,000,000.00PPN 10%5,000,000.00Total + PPN 10%55,000,000.00Jenis Pekerjaan: Fasilitas Air dan ListrikSatuan Pekerjaan: LsNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000LsFasilitas Air dan Listrik30,000,00030,000,000.00Total30,000,000.00PPN 10%3,000,000.00Total + PPN 10%33,000,000.00Jenis Pekerjaan: Pagar Sementara Kayu (Tinggi 2 m)Satuan Pekerjaan: mNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.400OHPekerja70,81528,325.980.020OHMandor113,9882,279.770.020OHKepala Tukang Kayu99,5971,991.940.200OHTukang Kayu85,19317,038.51BBahan5.500KgSemen PC2,20012,100.000.009m3Agregat Kasar142,2001,279.800.005m3Pasir Beton131,525657.630.060KgPaku20,3871,223.201.250BtgKayu Dolken Diameter 8 cm24,61030,762.500.072m3Usuk 5/7 (Meranti)2,691,500193,788.000.400LtrResidu/Ter6,9552,782.00Total292,229.33PPN 10%29,222.93Total + PPN 10%321,452.26Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pembersihan LahanSatuan Pekerjaan: Ls/HariNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga1.000OHOperator Alat Berat104,490104,490.002.000OHMandor113,988227,976.785.000OHMandor113,988569,941.951.000OHPembantu Operator47,24547,245.00BAlat5.000jamDump Truck 3.5 Ton150,500752,500.005.000jamBackhoe364,5001,822,500.001.200LtrOli35,20742,248.40200.000LtrSolar10,2702,054,000.00Total5,620,902.13PPN 10%562,090.21Total + PPN 10%6,182,992.34Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: PengukuranSatuan Pekerjaan: Ls/HariNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.167OHPekerja70,81511,804.850.100OHKepala Tukang Kayu99,5979,959.690.167OHMandor113,98819,001.861.000OHPembantu Surveyor104,490104,490.001.000OHSurveyor161,735161,735.000.167OHTukang Kayu85,19314,201.60BAlat5.000jamTheodolite84,942424,710.005.000jamWaterpass17,93989,695.000.042KgPaku20,387850.130.050m3Kayu Kaso Kelas II3,761,500188,075.000.032m3Kayu Kelas III1,568,00049,705.60Total1,074,228.73PPN 10%107,422.87Total + PPN 10%1,181,651.60Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Direksi KeetSatuan Pekerjaan: m2No.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga2.000OHPekerja70,815141,629.920.300OHKepala Tukang Kayu99,59729,879.071.000OHTukang Batu85,19385,192.552.000OHTukang Kayu85,193170,385.10BAlat dan Bahan1.250BtgKayu Dolken Diameter 8-10/400 cm24,61030,762.500.180m3Kayu Meranti Balok2,745,000494,100.000.850KgPaku Biasa20,38717,328.701.100KgBesi Strip12,39613,636.0435.000KgSemen2,20077,000.000.150m3Pasir Pasang219,28332,892.420.100m3Pasir Beton131,52513,152.500.150m3Agregat Kasar142,20021,330.0030.000BuahBatu Bata Merah51815,540.000.250LbrSeng Plat 3"53,50013,375.002.000BuahJendela Nako133,750267,500.000.080m2Kaca Polos61,5254,922.000.150BuahKunci Tanam101,65015,247.500.060LbrPlywood 4mm115,9356,956.07Total1,450,829.37PPN 10%145,082.94Total + PPN 10%1,595,912.31Sumber : Analisa Harga Pelindo 1Jenis Pekerjaan: Barak PekerjaSatuan Pekerjaan: m2No.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.050OHMandor113,9885,699.421.000OHPekerja70,81570,814.960.200OHKepala Tukang Kayu99,59719,919.382.000OHTukang Kayu85,193170,385.10BBahan1.250BtgKayu Dolken Diameter 8-10/400 cm24,61030,762.500.186m3Kayu Kelas III1,568,000291,648.000.300KgPaku Biasa20,3876,116.0115.000KgSemen2,20033,000.000.030m3Pasir Beton131,5253,945.750.050m3Agregat Kasar142,2007,110.001.500LbrSeng Gelombang 2"77,361116,041.504.350LbrPlywood 4mm115,935504,315.08Total1,254,058.28PPN 10%125,405.83Total + PPN 10%1,379,464.10Sumber : Analisa Harga Pelindo 1Jenis Pekerjaan: Gudang MaterialSatuan Pekerjaan: m2No.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.050OHMandor113,9885,699.421.000OHPekerja70,81570,814.960.200OHKepala Tukang Kayu99,59719,919.382.000OHTukang Kayu85,193170,385.10BBahan1.700BtgKayu Dolken Diameter 8-10/400 cm24,61041,837.000.210m3Kayu Kelas III1,568,000329,280.000.300KgPaku Biasa20,3876,116.0110.500KgSemen2,20023,100.000.030m3Pasir Beton131,5253,945.750.050m3Agregat Kasar142,2007,110.001.500LbrSeng Gelombang 2"77,361116,041.50Total794,249.12PPN 10%79,424.91Total + PPN 10%873,674.03Sumber : Analisa Harga Pelindo 1Jenis Pekerjaan: Pekerjaan Timbunan dan Pemadatan SirtuSatuan Pekerjaan: m3No.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.005OHPekerja70,815354.070.001OHMandor113,988113.99BAlat dan Bahan0.020jamBulldozer235,3364,706.720.003jamTandem Roller686,5672,059.701.200m3Sirtu56,43467,720.50Total74,954.98PPN 10%7,495.50Total + PPN 10%82,450.48Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pekerjaan Pemancangan Tiang PancangSatuan Pekerjaan: mNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.075OHPekerja70,8155,311.120.050OHOperator Pancang104,4905,224.500.050OHPembantu Operator47,2452,362.250.013OHMandor113,9881,424.850.025OHAhli Ukur76,6361,915.89BAlat dan Bahan1.000BuahTiang Pancang Diameter 300 mm362,360362,360.000.013HariCrane Kapasitas 35 Ton3,592,35644,904.450.013HariHammer2,018,60025,232.500.013UnitWaterpass296,4483,705.600.013UnitAlat Bantu Pancang1,000,00012,500.003,751,000Total464,941.17535,857PPN 10%46,494.12Total + PPN 10%511,435.29Sumber : Analisa Harga Pelindo 1Jenis Pekerjaan: Pekerjaan Pemotongan Tiang PancangSatuan Pekerjaan: BuahNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga7133m3kapasitas pompa1.21m3/menit0.400OHPekerja70,81528,325.9870.826446281menit/m30.400OHTukang Besi85,19334,077.020.040OHMandor113,9884,559.54BAlat dan Bahan71330.500jamWelding Set286,604143,302.003401019m3/hari5895.041322314menit1.000LsAlat Bantu Pemotongan30,60230,602.00043m3/jam98.2506887052jam0.300TbgAcetelin155,15046,545.000.7m3/menit4.0937786961hari0.500TbgOksigen642,000321,000.001.4menit/m3Total608,411.54harga20,000,000PPN 10%60,841.15sewa/jam119047.619047619Total + PPN 10%669,252.690.5785123967Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pekerjaan Urugan StrukturSatuan Pekerjaan: LsNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000LsPekerjaan Urugan Struktur15,000,00015,000,000.00Total15,000,000.00PPN 10%1,500,000.00Total + PPN 10%16,500,000.00bensin5.3ltr selama 2.3 jamJenis Pekerjaan: Pekerjaan Bekisting Balok5.3ltr225.976584022m3/2.3 jamSatuan Pekerjaan: m22.3043478261ltr98.2506887052m3/jam0.0234693878No.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.660OHPekerja70,81546,737.870.033OHMandor113,9883,761.620.033OHKepala Tukang Kayu99,5973,286.700.330OHTukang Kayu85,19328,113.54BAlat dan Bahan6800.0750.040m3Kayu Kelas III1,568,00062,720.004800.050.400KgPaku20,3878,154.684800.050.200LtrMinyak Bekisting2,675535.001800.01250.018m3Kayu Balok Kelas II4,222,50076,005.002800.0250.350LbrPlywood t=9 mm133,75046,812.508002.000BtgDolken Kayu Diameter 8 cm24,61049,220.001800.0125Total325,346.911800.0125PPN 10%32,534.691800.0125Total + PPN 10%357,881.601800.0125Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pekerjaan Bekisting Pelat LantaiSatuan Pekerjaan: m2No.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.660OHPekerja70,81546,737.870.033OHMandor113,9883,761.620.033OHKepala Tukang Kayu99,5973,286.700.330OHTukang Kayu85,19328,113.54BAlat dan Bahan0.040m3Kayu Kelas III1,568,00062,720.000.400KgPaku20,3878,154.680.200LtrMinyak Bekisting2,675535.000.015m3Kayu Balok Kelas II4,222,50063,337.500.350LbrPlywood t=9 mm133,75046,812.506.000BtgDolken Kayu Diameter 8 cm24,610147,660.00Total411,119.41PPN 10%41,111.94Total + PPN 10%452,231.35Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pekerjaan Bekisting DindingSatuan Pekerjaan: m2No.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.660OHPekerja70,81546,737.870.033OHMandor113,9883,761.620.033OHKepala Tukang Kayu99,5973,286.700.330OHTukang Kayu85,19328,113.54BAlat dan Bahan0.040m3Kayu Kelas III1,568,00062,720.000.400KgPaku20,3878,154.680.200LtrMinyak Bekisting2,675535.000.020m3Kayu Balok Kelas II4,222,50084,450.000.350LbrPlywood t=9 mm133,75046,812.503.000BtgDolken Kayu Diameter 8 cm24,61073,830.00Total358,401.91PPN 10%35,840.19Total + PPN 10%394,242.10Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pekerjaan Penulangan Tulangan UlirSatuan Pekerjaan: KgNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.0005OHPekerja70,81535.410.0003OHMandor113,98834.200.0005OHKepala Tukang Besi99,59749.800.0050OHTukang Besi85,193425.96BAlat dan Bahan1.050KgTulangan Ulir12,50013,125.000.015KgKawat Bendrat20,072301.07Total13,971.44PPN 10%1,397.14Total + PPN 10%15,368.58Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pekerjaan Pengecoran K-400Satuan Pekerjaan: m3No.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga0.200OHPekerja70,81514,162.990.200OHTukang Batu85,19317,038.510.020OHKepala Tukang Batu99,5971,991.940.060OHMandor113,9886,839.30BAlat dan Bahan1.000m3Beton Readymix K-400707,850707,850.000.500jamConcrete Vibrator137,12568,562.50Total816,445.24PPN 10%81,644.52Total + PPN 10%898,089.77Sumber : Analisa Harga Satuan Kemen PUJenis Pekerjaan: Pekerjaan Pemasangan Rel Tipe 42Satuan Pekerjaan: mNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000mMenyetel dan Pemasangan Rel Tipe 42135,000135,000.001.000mRel Tipe 42350,000350,000.00Total485,000.00PPN 10%48,500.00Total + PPN 10%533,500.00Jenis Pekerjaan: Perawatan BetonSatuan Pekerjaan: LsNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)A1.000LsPerawatan Beton15,000,00015,000,000.00Total15,000,000.00PPN 10%1,500,000.00Total + PPN 10%16,500,000.00Jenis Pekerjaan: Pembongkaran BekistingSatuan Pekerjaan: Ls/HariNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga6.000OHPekerja70,815424,889.762.000OHMandor113,988227,976.78Total652,866.54PPN 10%65,286.65Total + PPN 10%718,153.19Jenis Pekerjaan: Pembersihan LokasiSatuan Pekerjaan: Ls/HariNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga6.000OHPekerja70,815424,889.762.000OHMandor113,988227,976.78Total652,866.54PPN 10%65,286.65Total + PPN 10%718,153.19Sumber : PM Perhubungan No 75 Tahun 2013Jenis Pekerjaan: Pekerjaan Galian UruganSatuan Pekerjaan: Ls/HariNo.Koef.Sat.Uraian PekerjaanHargaJumlah(Rp)(Rp)ATenaga5.000OHPekerja70,815354,074.802.000OHOperator Alat Berat104,490208,980.001.000OHMandor113,988113,988.39BAlat0.0010.000jamBackhoe364,5003,645,000.0030.000jamDumpt Truck 5 Ton190,6255,718,750.00Total10,040,793.19PPN 10%1,004,079.32Total + PPN 10%11,044,872.51volume5415.088m3hari14hariproduksi per hari386.792m3/hariproduksi per hari386.792m3/hariproduksi backhoe30m3/jam/unitproduksi dumpt truck7m3/jam/unitkebutuhan backhoe12.8930666667jam/hari/unitkebutuhan dumpt truck55.256jam/hari/unit

Harga Satuan DasarNO.URAIANSATUANHARGA (Rp)IUPAH1PekerjaOH70,814.962MandorOH113,988.393Kepala Tukang KayuOH99,596.894Kepala Tukang BatuOH99,596.895Kepala Tukang BesiOH99,596.896Tukang KayuOH85,192.557Tukang BatuOH85,192.558Tukang BesiOH85,192.559Ahli UkurOH76,635.7610OperatorOH85,192.5511SurveyorOH161,735.0012Pembantu SurveyorOH104,490.0013Operator Alat BeratOH104,490.0014Operator PancangOH143,246.4715Pembantu OperatorOH47,245.00Sumber : PM Perhubungan No 75 Tahun 2013NO.URAIANSATUANHARGA (Rp)IIBAHAN1Batu Bata MerahBuah518.002Agregat Kasarm3142,200.003Pasir Betonm3131,525.004Pasir Pasangm3219,282.815Sirtum356,433.756Beton Readymix K-400m3707,850.007Semen PCKg2,200.008Besi StripKg12,396.409Tulangan UlirKg12,500.0010Kawat BendratKg20,071.5111Tiang Pancang Diameter 300 mmm362,360.0012Kayu Dolken Diameter 8/400 cmBtg24,610.0013Kayu Balok Kelas IIm34,222,500.0014Kayu Kaso Kelas IIm33,761,500.0015Kayu Kelas IIIm31,568,000.0016Kayu Meranti Balokm32,745,000.0017Usuk 5/7 (Meranti)m32,691,500.0018Plywood 4mmLbr115,934.5019Plywood t=9 mmLbr133,750.0020Paku BiasaKg20,386.7121Seng Gelombang 2"Lbr77,361.0022Seng Plat 3"Lbr53,500.0023Kaca Polosm261,525.0024Kunci TanamBuah101,650.0025EngselBuah26,750.0026Jendela NakoBuah133,750.0027Residu/TerLtr6,955.0028SolarLtr10,270.0029OliLtr35,207.0030BensinLtr6,500.0031Minyak BekistingLtr2,675.0032OksigenTbg642,000.0033AcetinTbg155,150.0034Alat Bantu PancangUnit1,000,000.0035Alat Bantu PemotonganLs30,602.00Sumber : PM Perhubungan No 75 Tahun 2013NO.URAIANSATUANHARGA (Rp)IIIALAT1Bulldozerjam235,336.002Dump Truck 3.5 Tonjam150,500.003Dumpt Truck 5 Tonjam190,625.004Theodolitejam84,942.005Waterpassjam17,939.006WaterpassUnit296,448.007Water Tankerjam191,276.008Motor Graderjam247,656.009Backhoejam364,500.0010Pompa Air Engine 3" HondaBuah525,857.1411Crane Kapasitas 35 TonHari3,592,356.0012HammerHari2,018,600.0013Welding Setjam286,604.0014Concrete Vibratorjam137,125.0015Tandem Rollerjam686,567.00Sumber : PM Perhubungan No 75 Tahun 2013

Rekap VolumeNo.Uraian PekerjaanSatuanVolumeIPEKERJAAN PERSIAPAN1Papan ProyekLs1.002Pagar Sementaram201.503Direksi Keetm224.004Barak Pekerjam260.005Gudangm220.006Administrasi dan DokumentasiLs1,007Fasilitas Air dan ListrikLs1,008Mobilisasi dan DemobilisasiLs1,00IIPekerjaan Urugan1Pekerjaan Urugan Sirtum320417.22PengukuranLs/Hari7.00IIIPEKERJAAN PONDASI1Pemancangan Tiang Pancang D 300 mmm1431.002Pemotongan Tiang Panjang D 300 mmBuah159,00IVPEKERJAAN STRUKTUR SLIPWAY1Pekerjaan Galian StrukturLs1.002Pekerjaan PenulanganKg133602.093Pekerjaan BekistingPekerjaan Bekisting Pelatm2486.40Pekerjaan Bekisting Dinding Slipwaym22240.74Pekerjaan Bekisting Balokm21999.204Pekerjaan Betonm3902.23VPEKERJAAN FINISHING1Perawatan BetonLs1,002Pembongkaran BekistingLs/Hari7.003Pembersihan Lokasi PekerjaanLs/Hari7.004Pekerjaan Galian UruganLs/Hari14.00

RABNo.Uraian PekerjaanSatuanVolumeBiaya (Rp)Harga SatuanTotal Harga(Rp)(Rp)IPEKERJAAN PERSIAPAN1Papan ProyekLs1.001,100,000.001,100,000.002Pagar Sementaram201.50321,452.2664,772,630.373Direksi Keetm224.001,595,912.3138,301,895.424Barak Pekerjam260.001,379,464.1082,767,846.225Gudangm220.00873,674.0317,473,480.656Administrasi dan DokumentasiLs1,0055,000,000.0055,000,000.007Fasilitas Air dan ListrikLs1,0033,000,000.0033,000,000.008Mobilisasi dan DemobilisasiLs1,0055,000,000.0055,000,000.00Jumlah347,415,852.66IIPEKERJAAN URUGAN1Pekerjaan Urugan Sirtum320417.2082,450.481,683,407,993.522PengukuranLs/Hari7.001,181,651.608,271,561.23Jumlah1,691,679,554.76IIIPEKERJAAN PONDASI1Pemancangan Tiang Pancang D 300 mmm1431.00511,435.29731,863,897.072Pemotongan Tiang Panjang D 300 mmBuah159,00669,252.69106,411,178.28Jumlah838,275,075.35IVPEKERJAAN STRUKTUR SLIPWAY1Pekerjaan Galian StrukturLs1.0016,500,000.0016,500,000.002Pekerjaan PenulanganKg133602.0915,368.582,053,274,554.903Pekerjaan BekistingPekerjaan Bekisting Pelatm2486.40452,231.35219,965,330.911,818,834,711.64Pekerjaan Bekisting Dinding Slipwaym22240.74394,242.10883,392,476.66Pekerjaan Bekisting Balokm21999.20357,881.60715,476,904.064Pekerjaan Beton K-400m3902.23898,089.77810,286,764.07Jumlah4,698,896,030.61VPEKERJAAN FINISHING1Perawatan BetonLs1,0016,500,000.0016,500,000.002Pembongkaran BekistingLs/Hari7.00718,153.195,027,072.363Pembersihan Lokasi PekerjaanLs/Hari7.00718,153.195,027,072.364Pekerjaan Galian UruganLs/Hari14.0011,044,872.51154,628,215.13Jumlah181,182,359.84Jumlah Total7,757,448,873.22Dibulatkan7,757,450,000.00Terbilang : Tujuh Milyar Tujuh Ratus Lima Puluh Tujuh Juta Empat Ratus Lima Puluh Ribu Rupiah

Rekap RABNo.Uraian PekerjaanJumlah Harga(Rp)IPEKERJAAN PERSIAPAN347,415,852.66392,211,111.41IIPEKERJAAN URUGAN1,691,679,554.761,994,379,043.59IIIPEKERJAAN PONDASI838,275,075.35863,836,710.35IVPEKERJAAN STRUKTUR SLIPWAY4,698,896,030.615,548,084,431.44VPEKERJAAN FINISHING181,182,359.84302,373,114.45TOTAL7,757,448,873.22DIBULATKAN7,757,450,000.00Terbilang : Tujuh Milyar Tujuh Ratus Lima Puluh Tujuh JutaEmpat Ratus Lima Puluh Ribu RupiahTerbilang : Tujuh Milyar Tujuh Ratus Lima Puluh Tujuh Juta Empat Ratus Lima Puluh Ribu Rupiah

bobotNo.Uraian PekerjaanHarga TotalBobot(Rp)(%)IPEKERJAAN PERSIAPAN1Papan Proyek1,100,000.000.010.852Pagar Sementara64,772,630.370.830.003Direksi Keet38,301,895.420.494Barak Pekerja82,767,846.221.075Gudang17,473,480.650.236Administrasi dan Dokumentasi55,000,000.000.717Fasilitas Air dan Listrik33,000,000.000.438Mobilisasi dan Demobilisasi55,000,000.000.71IIPEKERJAAN URUGAN1Pekerjaan Urugan Sirtu1,683,407,993.5221.702Pengukuran8,271,561.230.111.79IIIPEKERJAAN PONDASI1Pemancangan Tiang Pancang D 300 mm731,863,897.079.434.722Pemotongan Tiang Panjang D 300 mm106,411,178.281.370.69IVPEKERJAAN STRUKTUR SLIPWAY1Pekerjaan Galian Struktur16,500,000.000.210.112Pekerjaan Penulangan2,053,274,554.9026.4713.233Pekerjaan Bekisting1,818,834,711.6423.4511.724Pekerjaan Beton810,286,764.0710.455.22VPEKERJAAN FINISHING1Perawatan Beton16,500,000.000.212Pembongkaran Bekisting5,027,072.360.063Pembersihan Lokasi Pekerjaan5,027,072.360.064Pekerjaan Galian Urugan154,628,215.131.99Jumlah7,757,448,873.22100.00

kurva SNOJENIS PEKERJAANURAIAN PEKERJAANKODEBOBOTDURASIMinggu ke-(%)(minggu)12345678910111213141516171819202122232425262728293031323334351PEKERJAAN PERSIAPANPembuatan Papan Proyek dan Pagar SementaraA10.8510.85Pembuatan Kantor Direksi, Barak Pekerja dan Gudang MaterialA21.7920.8929689680.892968968Administrasi dan DokumentasiA30.71350.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.0202570278Fasilitas Air dan ListrikA40.43350.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.01215421670.0121542167Mobilisasi dan DemobilisasiA50.71350.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702780.02025702782PEKERJAAN URUGANPekerjaan Urugan SirtuB121.70102.17005361052.17005361052.17005361052.17005361052.17005361052.17005361052.17005361052.17005361052.17005361052.1700536105Pengukuran LahanB20.1120.0533136690.0533136693PEKERJAAN TIANG PANCANGPemancangan Tiang Pancang Slipway 1C14.7222.35858433952.3585843395Pemotongan Tiang pancang Slipway 1C20.6910.6858645156Pemancangan Tiang Pancang Slipway 2C34.7222.35858433952.3585843395Pemotongan Tiang pancang Slipway 2C40.6910.68586451564PEKERJAAN STRUKTUR SLIPWAYPekerjaan Galian Struktur Slipway 1D10.1110.1063493957Penulangan Slipway 1D213.2326.61710630796.6171063079Pemasangan Bekisting Slipway 1D311.7252.34462996972.34462996972.34462996972.34462996972.3446299697Pengecoran Slipway 1 (Mutu Beton K-400)D45.2222.61131841572.6113184157Pekerjaan Galian Struktur Slipway 1D50.1110.1063493957Penulangan Slipway 2D613.2326.61710630796.6171063079Pemasangan Bekisting Slipway 2D711.7252.34462996972.34462996972.34462996972.34462996972.3446299697Pengecoran Slipway 2 (Mutu Beton K-400)D85.2222.61131841572.61131841575PEKERJAAN FINISHINGPerawatan BetonE10.2130.07089959710.07089959710.0708995971Pembongkaran BekistingE20.0610.0648031645Pembersihan LahanE30.0610.0648031645Pekerjaan Galian UruganE41.9920.99664346910.9966434691jumlah100.00350.900.94563724010.94563724012.22272188262.22272188262.22272188262.22272188262.22272188262.22272188262.22272188262.22272188262.22272188262.22272188260.10598194120.10598194124.76983695124.76983695121.42439730340.265367063613.28688088813.2868808884.74192821154.74192821154.74192821154.74192821154.74192821155.27530510375.27530510370.12356786930.12356786930.12356786930.11747143670.11747143671.04931174131.0493117413Jumlah Kumulatif0.9018215371.84745877712.79309601735.01581789997.23853978259.461261665111.683983547713.906705430416.12942731318.352149195620.574871078222.797592960825.020314843525.126296784625.232278725830.00211567734.771952628236.196349931536.461716995149.748597883263.035478771267.777406982872.519335194377.261263405882.003191617386.745119828892.020424932597.295730036197.419297905497.542865774797.666433644197.783905080897.901376517598.95068825871000.47529332770.36721187770.36721187771.39082871671.39082871671.39082871671.39082871671.39082871671.39082871671.39082871671.39082871671.39082871671.39082871672.07990328820.54283848080.54283848082.36094074442.36094074442.36094074442.36094074440.45416257390.45416257394.9218470884.9218470884.9218470884.9218470884.9218470883.69720778493.69720778493.69720778493.69720778493.69720778493.69720778497.55948346617.55948346615.23484103860.06608518570.06608518570.06608518570.13515978350.13515978350.13515978350.6088508920.6088508920.6088508920.89387483580.89387483580.47529332770.84250520541.20971708312.60054579973.99137451645.3822032336.77303194978.16386066639.55468938310.945518099712.336346816313.72717553315.118004249617.197907537917.740746018718.283584499520.644525243823.005465988225.366406732627.72734747728.181510050928.635672624833.557519712838.479366800743.401213888748.323060976753.244908064656.942115849560.639323634464.336531419368.033739204171.73094698975.428154773982.9876382490.547121706195.781962744895.848047930595.914133116395.98021830296.115378085696.250537869196.385697652696.994548544697.603399436598.212250328599.1061251642100

kurva S

jumlah pekerjaNO.URAIAN PEKERJAANVolSatuanDurasiJumlahTotal(Minggu)Pekerja(Orang)IPEKERJAAN PERSIAPAN1Papan Proyek1.00Ls13222Pagar Sementara201.50m11918.4228571429330.400OHPekerja11.51428571430.020OHMandor0.57571428570.020OHKepala Tukang Kayu0.57571428570.200OHTukang Kayu5.75714285713Direksi Keet24.00m2119.08571428572.000OHPekerja3.42857142860.300OHKepala Tukang Kayu0.51428571431.000OHTukang Batu1.71428571432.000OHTukang Kayu3.42857142864Barak Pekerja60.00m21613.92857142860.050OHMandor0.21428571431.000OHPekerja4.28571428570.200OHKepala Tukang Kayu0.85714285712.000OHTukang Kayu8.57142857145Gudang20.00m264.64285714290.050OHMandor0.07142857141.000OHPekerja1.42857142860.200OHKepala Tukang Kayu0.28571428572.000OHTukang Kayu2.85714285716Administrasi dan Dokumentasi1.00Ls3527Fasilitas Air dan Listrik1.00Ls3528Mobilisasi dan Demobilisasi1.00Ls352IIPEKERJAAN URUGAN1Pekerjaan Urugan Sirtu20417.20m31031.75004571430.005OHPekerja1.45837142860.001OHMandor0.29167428572Pengukuran1.00Ls/Hari160.371442857100.167OHPekerja0.02381428570.100OHKepala Tukang Kayu0.01428571430.167OHMandor0.02381428571.000OHPembantu Surveyor0.14285714291.000OHSurveyor0.14285714290.167OHTukang Kayu0.0238142857IIIPEKERJAAN PONDASI1Pemancangan Tiang Pancang D 300 mm1431.00m22621.7205357143130.075OHPekerja7.6660714286250.050OHOperator Pancang5.11071428570.050OHPembantu Operator5.11071428570.013OHMandor1.27767857140.025OHAhli Ukur2.55535714292Pemotongan Tiang Pancang D 300 mm159,00Buah12219.08110.400OHPekerja9.08571428570.400OHTukang Besi9.08571428570.040OHMandor0.9085714286IVPEKERJAAN STRUKTUR SLIPWAY1Pekerjaan Galian Urugan1.00Ls114078.000OHPekerja4.000OHTukang Batu2.000OHMandor2Pekerjaan Penulangan133602.09Kg26160.120938433130.51040.0005OHPekerja4.771503050.0003OHMandor2.862901830.0005OHKepala Tukang Besi4.771503050.0050OHTukang Besi47.71503053Pekerjaan Bekisting Balok1999.20m56160.3187274.50.660OHPekerja37.699276610.033OHMandor1.884960.033OHKepala Tukang Kayu1.88496610.330OHTukang Kayu18.84964Pekerjaan Bekisting Pelat486.40m51714.67538285710.660OHPekerja9.17211428570.033OHMandor0.45860571430.033OHKepala Tukang Kayu0.45860571430.330OHTukang Kayu4.58605714295Pekerjaan Bekisting Dinding2240.74m57167.606206171471710.660OHPekerja42.25387885710.033OHMandor2.11269394290.033OHKepala Tukang Kayu2.11269394290.330OHTukang Kayu21.12693942866Pekerjaan Beton902.23m29492.1567177143471.150OHPekerja74.11204571430.200OHTukang Batu12.88905142860.020OHKepala Tukang Batu1.2889051429940.060OHMandor3.8667154286VPEKERJAAN FINISHING1Perawatan Beton1.00Ls3152Pembongkaran Bekisting7.00Ls/Hari11506.000OHPekerja2.000OHMandor3Pembersihan Lokasi Pekerjaan1.00Ls/Hari11506.000OHPekerja2.000OHMandor4Pekerjaan Galian Urugan1.00Ls/Hari21305.000OHPekerja2.000OHOperator Alat Berat1.000OHMandor

manpowerNOJENISURAIANKODEJUMLAHDURASIMinggu ke-PEKERJAANPEKERJAANPEKERJA(minggu)12345678910111213141516171819202122232425262728293031323334351PEKERJAAN PERSIAPANPembuatan Papan Proyek dan Pagar SementaraA122122Pembuatan Kantor Direksi, Barak Pekerja dan Gudang MaterialA23323333Administrasi dan DokumentasiA323522222222222222222222222222222222222Fasilitas Air dan ListrikA423522222222222222222222222222222222222Mobilisasi dan DemobilisasiA5235222222222222222222222222222222222222PEKERJAAN URUGANPekerjaan UruganB13103333333333Pengukuran LahanB262663PEKERJAAN TIANG PANCANGPemancangan Tiang Pancang Slipway 1C11321313Pemotongan Tiang pancang Slipway 1C211111Pemancangan Tiang Pancang Slipway 2C31321313Pemotongan Tiang pancang Slipway 2C4111114PEKERJAAN STRUKTUR SLIPWAYPekerjaan Galian Struktur Slipway 1D1717Penulangan Slipway 1D23123131Pemasangan Bekisting Slipway 1D37657676767676Pengecoran Slipway 1D44724747Pekerjaan Galian Struktur Slipway 2D5717Penulangan Slipway 2D63123131Pemasangan Bekisting Slipway 2D77657676767676Pengecoran Slipway 2D847247475PEKERJAAN FINISHINGPerawatan BetonE1153151515Pembongkaran BekistingE215115Pembersihan LahanE315115Pekerjaan Galian UruganE41321313jumlah2839399999999999121232322820686815815815815815810010021212121211919Jumlah Kumulatif2867106115124133142151160169178187196208220252284312332400468626784942110012581358145814791500152115421563158216010

manpower