Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

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daftar ANALISA BAHAN DAN ANALISA UPAHdaftar analisa upah dan bahan 2011 untuk gedung

Text of Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

analisaANALISA HARGA SATUAN S.N.INO.U R A I A NKOEFSATHARGA SAT matrialHARGA SAT upahJUMLAH matrialJUMLAH upahTOTAL hargaABCDEFG = ( C X E )H = (C X F )I = ( G + H )IPEKERJAAN PERSIAPANANALISA 0011 m' Pagar Sementara dari Kayu tinggi 2 m0.0038,691.5638,691.56BahanDolken Kayu 8 - 10/400 cm1.250btg0.00.0Semen Portland2.500Kg0.00.0Pasir Beton0.005m30.00.0Koral Beton0.009m30.00.0Kaso 5 / 7 ( albasiah )0.072m30.00.0Paku Biasa 2" - 5"0.060Kg0.00.0Residu0.400Lt0.00.0TenagaTukang Kayu0.200OhRp65,734.00Rp13,146.80Perkerja0.400OhRp55,798.00Rp22,319.20Kepala Tukang0.020OhRp75,671.00Rp1,513.42Mandor0.020OhRp85,607.00Rp1,712.14ANALISA 0021 m' Pagar Sementara dari Seng Gelombang tinggi 2 m0.0038,691.5638,691.56BahanDolken Kayu 8 - 10/400 cm1.250btg0.00.00Semen Portland2.500Kg0.00.00Pasir Beton1.200m30.00.00Koral Beton0.009m30.00.00Kaso 5 / 7 ( albasiah )0.072m30.00.00Paku Biasa 2" - 5"0.060Kg0.00.00Meni Besi0.450Lt0.00.00TenagaTukang Kayu0.200OhRp65,734.00Rp13,146.80Perkerja0.400OhRp55,798.00Rp22,319.20Kepala Tukang0.020OhRp75,671.00Rp1,513.42Mandor0.020OhRp85,607.00Rp1,712.14ANALISA 0031 m' Pagar Sementara dari Kawat Duri tinggi 1.8 m0.0033,111.7633,111.76BahanDolken Kayu 8 - 10/400 cm1.000btg0.00.00Semen Portland2.000Kg0.00.00Kawat Duri25.000Kg0.00.00Pasir Beton0.005m30.00.00Koral Beton0.009m30.00.00Paku Biasa 2" - 5"0.060Kg0.00.00TenagaTukang Kayu0.200OhRp65,734.0013,147Perkerja0.300OhRp55,798.0016,739Kepala Tukang0.020OhRp75,671.001,513Mandor0.020OhRp85,607.001,712ANALISA 0041 m' Pek. Pengukuran kembali (site) & Pemasangan Bowplank0.0013,337.9513,337.95BahanKayu Kaso 5 / 7 (borneo)0.012m30.00.00Paku Biasa 2" - 5"0.020Kg0.00.00Kayu Papan 3 / 20 borneo0.007m30.00.00TenagaTukang Kayu0.100OhRp65,734.006,573Perkerja0.100OhRp55,798.005,580Kepala Tukang0.010OhRp75,671.00757Mandor0.005OhRp85,607.00428ANALISA 0051 m Pek. Kantor Direksi Keet , dengan lantai plesteran0.000.000.00BahanDolken Kayu 8 - 10/400 cm1.250btg0.00.00Kayu Balok Borneo0.180m30.00.00Paku0.850Kg0.00.00Besi Strip1.100Kg0.00.00Semen Portland35.000Kg0.00.00Pasir Pasang0.150m30.00.00Pasir Beton0.100m30.00.00Koral Beton0.150m30.00.00Bata merah kelas I30.000bh0.00.00Seng Plat0.250lbr0.00.00Jendela Nako2.000bh0.00.00Kaca Polos0.080m20.00.00Kunci Tanam0.150bh0.00.00Plywood 4 mm0.060lbr0.00.00TenagaTukang Kayu2.000Oh0.00.0Tukang Batu1.000Oh0.00.0Perkerja2.000Oh0.00.0Kepala Tukang0.300Oh0.00.0Mandor0.050Oh0.00.0ANALISA 0061 m Pembuatan Gudang Semen dan Alat - alat0.000.000.00BahanDolken Kayu 8 - 10/400 cm1.700btg0.00.00Kayu Balok Borneo0.210m30.00.00Paku0.300Kg0.00.00Semen Portland10.500Kg0.00.00Pasir Beton0.030m30.00.00Koral Beton0.050m30.00.00Seng Gelombang BJLS 321.500lbr0.00.00TenagaTukang Kayu2.000Oh0.00.0Perkerja1.000Oh0.00.0Kepala Tukang0.200Oh0.00.0Mandor0.050Oh0.00.0ANALISA 0071 m Pembuatan Rumah Jaga / Konstruksi Kayu0.000.000.00BahanDolken Kayu 8 - 10/400 cm3.000btg0.00.00Kayu Balok Borneo0.276m30.00.00Paku0.700Kg0.00.00Seng Gelombang BJLS 321.500lbr0.00.00TenagaTukang Kayu1.500Oh0.00.0Perkerja1.000Oh0.00.0Kepala Tukang0.150Oh0.00.0Mandor0.050Oh0.00.0ANALISA 008Membersihkan Lapangan dan Perataan0.005,500.005,500.00TenagaPerkerja0.100Oh27,500.002,750Mandor0.050Oh55,000.002,750ANALISA 0091 m Pembuatan Bedeng Buruh547,485.00116,050.00663,535.00BahanDolken Kayu 8 - 10/400 cm1.250btg8,800.0011,000.00Kayu Balok Borneo0.186m31,815,000.00337,590.00Paku0.300Kg34,100.0010,230.00Semen Portland18.000Kg1,100.0019,800.00Pasir Beton0.030m3215,000.006,450.00Koral Beton0.050m3275,000.0013,750.00Seng Gelombang BJLS 321.500lbr60,500.0090,750.00Plywood 4 mm1.350lbr42,900.0057,915.00TenagaTukang Kayu2.000Oh38,500.0077,000Perkerja1.000Oh27,500.0027,500Kepala Tukang0.200Oh44,000.008,800Mandor0.050Oh55,000.002,750ANALISA 0101 m Pembuatan Bak Adukan ( 40 x 50 x 20 ) cm2,331,670.0079,750.002,411,420.00BahanKayu Terentang0.186m31,540,000.00286,440.00Paku0.300Kg34,100.0010,230.00Kayu Kaso 5 / 7 (borneo)1.000btg2,035,000.002,035,000.00TenagaTukang Kayu2.000Oh38,500.0077,000Mandor0.050Oh55,000.002,750ANALISA 0111 m Pembuatan Stegger dari Bambu, ( 40 x 50 x 20 ) cm17,600.00116,050.00133,650.00BahanBambu 6 - 8 / 600 cm1.000btg13,200.0013,200.00Tali Ijuk0.250Kg17,600.004,400.00TenagaTukang Kayu2.000Oh38,500.0077,000Perkerja1.000Oh27,500.0027,500Kepala Tukang0.200Oh44,000.008,800Mandor0.050Oh55,000.002,750ANALISA 0121 m Pembuatan Jalan Sementara55,280.0030,250.0085,530.00BahanBatu Belah 5 / 200.150m3209,000.0031,350.00Batu Belah 5 / 70.090m3242,000.0021,780.00Pasir Pasang0.010m3215,000.002,150.00TenagaPerkerja1.000Oh27,500.0027,500Mandor0.050Oh55,000.002,750ANALISA 0131 m Bongkaran Beton Bertulang0.00201,657.50201,657.50TenagaPerkerja6.667Oh27,500.00183,343Mandor0.333Oh55,000.0018,315ANALISA 0141 m Bongkaran Dinding Tembok Bata Merah0.00185,157.50185,157.50TenagaPerkerja6.667Oh27,500.00183,343Mandor0.033Oh55,000.001,815IIPEKERJAAN TANAHANALISA 0151 m3 Pek. Galian Tanah Biasa Max Kedalaman 1 m'0.0013,200.0013,200.00TenagaPerkerja0.400Oh27,500.0011,000Tukang GaliOh33,000.000.0Kepala TukangOh44,000.000.0Mandor0.040Oh55,000.002,200ANALISA 0161 m3 Pek. Galian Tanah Biasa Max Kedalaman 2 m'0.0017,297.5017,297.50TenagaPerkerja0.525Oh27,500.0014,438Tukang GaliOh33,000.000.0Kepala TukangOh44,000.000.0Mandor0.052Oh55,000.002,860ANALISA 0171 m3 Pek. Galian Tanah Biasa Max Kedalaman 3 m'0.000.000.00TenagaPerkerja0.735Oh27,500.0020,213Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.073Oh55,000.004,015ANALISA 0181 m3 Pek. Galian Tanah Keras Max Kedalaman 1 m'0.000.000.00TenagaPerkerja0.625Oh27,500.0017,188Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.062Oh55,000.003,410ANALISA 0191 m3 Pek. Galian Tanah Cadas Max Kedalaman 1 m'0.000.000.00TenagaPerkerja1.250Oh27,500.0034,375Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.125Oh55,000.006,875ANALISA 0201 m3 Pek. Galian Tanah Lumpur Max Kedalaman 1 m'0.000.000.00TenagaPerkerja0.823Oh27,500.0022,633Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.083Oh55,000.004,565ANALISA 0211 m Pek. Stripping 1 m0.000.000.00TenagaPerkerja0.050Oh27,500.001,375Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.005Oh55,000.00275ANALISA 0221 m Pembuangan Tanah sejauh 150 m0.000.000.00TenagaPerkerja0.192Oh27,500.005,280Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.050Oh55,000.002,750ANALISA 0231 m3 Urugan Tanah Kembali0.000.000.00TenagaPerkerja0.192Oh27,500.005,280Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.019Oh55,000.001,045ANALISA 0241 m3 Pemadatan tanah0.000.000.00TenagaPerkerja0.500Oh27,500.0013,750Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.050Oh55,000.002,750ANALISA 0251 m3 Pek. Urugan Pasir105,600.000.000.00BahanPasir Urug1.200m388,000.00105,600.00TenagaPerkerja0.300Oh27,500.008,250Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.010Oh55,000.00550ANALISA 0261 m3 Pemasangan Lapisan ijuk19,800.000.000.00BahanIjuk1.200m316,500.0019,800.00TenagaPerkerja0.150Oh27,500.004,125Tukang Gali-Oh33,000.000.0Kepala Tukang-Oh44,000.000.0Mandor0.015Oh55,000.00825IIIPEKERJAAN PONDASIANALISA 0271 m' Pembuatan Tiang Pancang ( 35 x 35 ) cm, Beton Bertulang1,231,009.5044,275.001,275,284.50BahanPasir Urug Darat0.016m335,750.00572.00Pasir Beton0.080m3215,000.0017,200.00Koral Beton0.125m3275,000.0034,375.00Semen Portland49.000Kg1,100.0053,900.00Besi Beton34.500Kg16,000.00552,000.00Kawat Beton0.700Kg21,450.0015,015.00Kayu Kaso 5 / 7 (borneo)0.270m32,035,000.00549,450.00Paku0.120Kg34,100.004,092.00Minyak Bekisting0.090lt4,950.00445.50Plamuur Tembok0.200Kg19,800.003,960.00TenagaPerkerja0.800Oh27,500.0022,000Tukang Batu0.500Oh35,750.0017,875Kepala Tukang0.050Oh44,000.002,200Mandor0.040Oh55,000.002,200ANALISA 0281 m3 Pasangan Batu kali 1 Pc : 3Ps710,460.0069,465.00779,925.00BahanBatu Belah 15 / 201.100m3192,500.00211,750.00Semen Portland392.000Kg1,100.00431,200.00Pasir Pasang0.314m3215,000.0067,510.00TenagaPerkerja1.500Oh27,500.0041,250Tukang Batu0.600Oh35,750.0021,450Kepala Tukang0.060Oh44,000.002,640Mandor0.075Oh55,000.004,125ANALISA 0291 m3 Pasangan Batu kali 1 Pc : 5Ps478,310.0069,465.00547,775.00BahanBatu Belah 15 / 201.100m3192,500.00211,750.00Semen Portland136.000Kg1,100.00149,600.00Pasir Pasang0.544m3215,000.00116,960.00TenagaPerkerja1.500Oh27,500.0041,250Tukang Batu0.600Oh35,750.0021,450Kepala Tukang0.060Oh44,000.002,640Mandor0.075Oh55,000.004,125IVPEKERJAAN DINDINGANALISA 0301 m2 Pasangan Bata Merah 1Pc : 3Ps 1 Bata140,510.0027,555.00168,065.00BahanBata merah kelas I140.000bh605.0084,700.00Semen Portland32.950Kg1,100.0036,245.00Pasir Pasang0.091m3215,000.0019,565.00TenagaPerkerja0.650Oh27,500.0017,875Tukang Batu0.200Oh35,750.007,150Kepala Tukang0.020Oh44,000.00880Mandor0.030Oh55,000.001,650ANALISA 0311 m2 Pasangan Bata Merah 1Pc : 5Ps 1 Bata131,050.0027,555.00158,605.00BahanBata merah kelas I140.000bh605.0084,700.00Semen Portland22.200Kg1,100.0024,420.00Pasir Pasang0.102m3215,000.0021,930.00TenagaPerkerja0.650Oh27,500.0017,875Tukang Batu0.200Oh35,750.007,150Kepala Tukang0.020Oh44,000.00880Mandor0.030Oh55,000.001,650ANALISA 0321 m2 Pasangan Bata Merah 1Pc : 3Ps 1/2 Bata66,757.0013,640.0080,397.00BahanBata merah kelas I70.000bh605.0042,350.00Semen Portland14.370Kg1,100.0015,807.00Pasir Pasang0.040m3215,000.008,600.00TenagaPerkerja0.320Oh27,500.008,800Tukang Batu0.100Oh35,750.003,575Kepala Tukang0.010Oh44,000.00440Mandor0.015Oh55,000.00825ANALISA 0331 m2 Pasangan Bata Merah 1Pc : 5Ps 1/2 Bata62,673.0013,640.0076,313.00BahanBata merah kelas I70.000bh605.0042,350.00Semen Portland9.680Kg1,100.0010,648.00Pasir Pasang0.045m3215,000.009,675.00TenagaPerkerja0.320Oh27,500.008,800Tukang Batu0.100Oh35,750.003,575Kepala Tukang0.010Oh44,000.00440Mandor0.015Oh55,000.00825VPEKERJAAN PELESTERANANALISA 0321 m2 Plesteran Dinding 1Pc : 3Ps11,213.0012,072.5023,285.50BahanSemen Portland6.480Kg1,100.007,128.00Pasir Pasang0.019m3215,000.004,085.00TenagaPerkerja0.200Oh27,500.005,500Tukang Batu0.150Oh35,750.005,363Kepala Tukang0.015Oh44,000.00660Ma