RAB Siring

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Contoh RAB perhitungan siring dana ADD

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BOW KAYU (2)ANALISA HARGA SATUAN BOW 2010PEKERJAAN KAYUKODE ANALISAINDEKSATU R A I A NHARGA SATUAN (Rp)HARGAJUMLAH HARGA (Rp)BAHANUPAH( Rp )( Rp )A. PEKERJAAN PONDASI KAYUA.1.BOWSEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 2,00 MDICINCIN, DILANCIP DAN DITUMBUK0.0080.0200M3Balok ulin@4,500,000.0090,000.000.5100OHtukang kayu@70,000.0035,700.000.8750OHpekerja@55,000.0048,125.000.0510OHkepala tukang@75,000.003,825.000.0440OHmandor@75,000.003,300.00JUMLAH90,000.0090,950.00180,950.00A.1.1BOWSEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 80 CMDICINCIN, DILANCIP DAN DITUMBUK0.0080M3Balok ulin@4,500,000.0036,000.000.5100OHtukang kayu@70,000.0035,700.000.8750OHpekerja@55,000.0048,125.000.0510OHkepala tukang@75,000.003,825.000.0440OHmandor@75,000.003,300.00JUMLAH36,000.0090,950.00126,950.00A.2SEBUAH TONGKAT ULIN UK.12/12 CM TINGGI 8,00 M2 SAMBUNGAN DGN PIPA GALVANIS0.0800M3Balok ulin@4,500,000.00360,000.000.5100OHtukang kayu@70,000.0035,700.000.8750OHpekerja@55,000.0048,125.000.0510OHkepala tukang@75,000.003,825.000.0440OHmandor@75,000.003,300.00JUMLAH360,000.0090,950.00450,950.00A.3SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 4,00 M'0.0400M3Balok ulin@4,500,000.00180,000.000.5100OHtukang kayu@70,000.0035,700.000.8750OHpekerja@55,000.0048,125.000.0510OHkepala tukang@75,000.003,825.000.0440OHmandor@75,000.003,300.00JUMLAH180,000.0090,950.00270,950.00A. 41 M3 MENGERJAKAN PAPAN SIRING KAYU ULIN1.1000M3papan siring kayu ulin@4,500,000.004,950,000.003.0000kgpaku ulin@19,800.0059,400.0015.0000OHtukang kayu@70,000.001,050,000.004.0000OHpekerja@55,000.00220,000.001.5000OHkepala tukang@75,000.00112,500.000.2000OHmandor@75,000.0015,000.00JUMLAH5,009,400.001,397,500.006,406,900.00A. 51 M3 RANGKA BAWAH KAYU ULIN ( tiang + kalang, sunduk )1.1000M3balok ky ulin@4,500,000.004,950,000.0015.0000OHtukang kayu@70,000.001,050,000.005.0000OHpekerja@55,000.00275,000.001.5000OHkepala tukang@75,000.00112,500.000.2500OHmandor@75,000.0018,750.00JUMLAH4,950,000.001,456,250.006,406,250.00B. PEKERJAAN LANTAI KAYUB. 11 M3 MENGERJAKAN SLOOF DAN GELAGAR KY ULIN1.1000M3balok ky ulin@4,500,000.004,950,000.0010.0000Kgpaku ulin@19,800.00198,000.0015.0000OHtukang kayu@70,000.001,050,000.005.0000OHpekerja@55,000.00275,000.001.5000OHkepala tukang@75,000.00112,500.000.2500OHmandor@75,000.0018,750.00JUMLAH5,148,000.001,456,250.006,604,250.00B. 21 M2 LANTAI PAPAN KAYU ULIN DIKETAM0.0254M3papan kayu ulin@4,500,000.00114,300.000.2500Kgpaku ulin@19,800.004,950.000.8000OHtukang kayu@70,000.0056,000.000.2800OHpekerja@55,000.0015,400.000.0800OHkepala tukang@75,000.006,000.000.0140OHmandor@75,000.001,050.00JUMLAH119,250.0078,450.00197,700.00B. 31 M2 LANTAI PAPAN KAYU MERANTI DIKETAM0.0254M3papan kayu meranti klas 1@2,100,000.0053,340.000.2500Kgpaku biasa@16,650.004,162.500.8000OHtukang kayu@70,000.0056,000.000.2800OHpekerja@55,000.0015,400.000.0800OHkepala tukang@75,000.006,000.000.0140OHmandor@75,000.001,050.00JUMLAH57,502.5078,450.00135,952.50B. PEKERJAAN DINDING KAYUB. 41 M3 MENGERJAKAN RANGKA RUMAH KAYU ULIN (termasuk kusen)1.1000M3balok ky ulin@4,500,000.004,950,000.005.0000Kgpaku ulin@19,800.0099,000.0020.0000OHtukang kayu@70,000.001,400,000.0010.0000OHpekerja@55,000.00550,000.002.0000OHkepala tukang@75,000.00150,000.000.5000OHmandor@75,000.0037,500.00JUMLAH5,049,000.002,137,500.007,186,500.00B. 51 M3 MENGERJAKAN RANGKA RUMAH KAYU MERANTI (termasuk kusen)1.1000M3balok ky meranti@2,100,000.002,310,000.005.0000Kgpaku biasa@16,650.0083,250.0020.0000OHtukang kayu@70,000.001,400,000.0010.0000OHpekerja@55,000.00550,000.002.0000OHkepala tukang@75,000.00150,000.000.5000OHmandor@75,000.0037,500.00JUMLAH2,393,250.002,137,500.004,530,750.00B. 61 M2 DINDING PAPAN ULIN DIKETAM0.0240M3papan kayu ulin@3,600,000.0086,400.000.2000Kgpaku ulin@19,800.003,960.000.8000OHtukang kayu@70,000.0056,000.000.2800OHpekerja@55,000.0015,400.000.0800OHkepala tukang@75,000.006,000.000.0100OHmandor@75,000.00750.00JUMLAH90,360.0078,150.00168,510.00B. 71 M2 DINDING PAPAN MERANTI DIKETAM0.0240M3papan kayu meranti@1,786,000.0042,864.000.2000Kgpaku biasa@16,650.003,330.000.8000OHtukang kayu@70,000.0056,000.000.2800OHpekerja@55,000.0015,400.000.0800OHkepala tukang@75,000.006,000.000.0100OHmandor@75,000.00750.00JUMLAH46,194.0078,150.00124,344.007,623.49B. 81 M2 DINDING SUSUN SIRIH PAPAN MERANTI0.0250M3papan kayu meranti@1,786,000.0044,650.000.1500Kgpaku biasa@16,650.002,497.500.4000OHtukang kayu@70,000.0028,000.000.1400OHpekerja@55,000.007,700.000.0400OHkepala tukang@75,000.003,000.000.0070OHmandor@75,000.00525.00JUMLAH47,147.5039,225.0086,372.5053,679.67B. 91 M2 DINDING PAPAN MERANTI SUSUN SIRIH DIKETAM0.0250M3papan kayu meranti@1,786,000.0044,650.000.2000Kgpaku biasa@16,650.003,330.000.8000OHtukang kayu@70,000.0056,000.000.2800OHpekerja@55,000.0015,400.000.0800OHkepala tukang@75,000.006,000.000.0100OHmandor@75,000.00750.00JUMLAH47,980.0078,150.00126,130.00B. 101 M2 MENGERJAKAN DINDING PARTISI KAYUMERANTI DAN LAPISAN MULTIPLEK 9 MM0.0210M3papan kayu meranti@1,786,000.0037,506.000.7000LBRMultiplek 9 mm@129,000.0090,300.000.0400KGPaku biasa@16,650.00666.000.0400KGPaku plywood@23,500.00940.000.0150OHTukang kayu@70,000.001,050.000.8000OHPekerja@55,000.0044,000.000.0150OHkepala tukang@75,000.001,125.000.0400OHMandor@75,000.003,000.00JUMLAH129,412.0049,175.00178,587.00117,670.42

Penajam, Januari 2005

Dibuat Oleh : Konsultan PerencanaCV. ALFREDO JAYA KONSULTAN

Ir. A. FARHANI Direktur

SNI REVISI LANJUTAN-G. PEKERJAAN BETONG.6.6.11 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr218.0000kgsemen portland@1,270.00276,860.000.5200m3pasir beton@280,000.00145,600.000.8700m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00304,500.001.6500ohpekerja@55,000.0090,750.0063,500.00Semen0.2500ohtukang batu@70,000.0017,500.001,270.000.0250ohkepala tukang@75,000.001,875.000.0800ohmandor@75,000.006,000.00726,960.00116,125.00843,085.00G.6.6.21 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr197.0000kgsemen portland@1,270.00250,190.000.4700m3pasir beton@280,000.00131,600.000.9400m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00329,000.001.6500ohpekerja@55,000.0090,750.000.2500ohtukang batu@70,000.0017,500.000.0250ohkepala tukang@75,000.001,875.000.0800ohmandor@75,000.006,000.00710,790.00116,125.00826,915.00G.6.6.31 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr173.0000kgsemen portland@1,270.00219,710.000.5700m3pasir beton@280,000.00159,600.000.8700m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00304,500.001.6500ohpekerja@55,000.0090,750.000.2500ohtukang batu@70,000.0017,500.000.0250ohkepala tukang@75,000.001,875.000.0800ohmandor@75,000.006,000.00683,810.00116,125.00799,935.00G.6.6.41 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr10.0000kgsemen portland@1,270.0012,700.000.0260m3pasir beton@280,000.007,280.000.0440m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.0015,400.001.1500ohpekerja@55,000.0063,250.000.0200ohtukang batu@70,000.001,400.000.0020ohkepala tukang@75,000.00150.000.0060ohmandor@75,000.00450.0035,380.0065,250.00100,630.00G.6.6.5.1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Krayan336.0000kgsemen portland@1,270.00426,720.000.5400m3pasir beton@250,000.00135,000.000.8100m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00283,500.002.0000ohpekerja@55,000.00110,000.000.3500ohtukang batu@70,000.0024,500.000.0350ohkepala tukang@75,000.002,625.001.0000ohmandor@75,000.0075,000.00JUMLAH845,220.00212,125.001,057,345.00G.6.6.5..a1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Palu336.0000kgsemen portland@1,270.00426,720.000.5400m3pasir beton@415,000.00224,100.000.8100m3Batu Split ( ukuran 2-3 cm/1-2 )Ex.palu@415,000.00336,150.002.0000ohpekerja@55,000.00110,000.000.3500ohtukang batu@70,000.0024,500.000.0350ohkepala tukang@75,000.002,625.001.0000ohmandor@75,000.0075,000.00JUMLAH986,970.00212,125.001,199,095.00G.6.6.5.b1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Sepaku336.0000kgsemen portland@1,270.00426,720.000.5400m3pasir beton@330,000.00178,200.000.8100m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Sepaku@437,500.00354,375.002.0000ohpekerja@55,000.00110,000.000.3500ohtukang batu@70,000.0024,500.000.0350ohkepala tukang@75,000.002,625.001.0000ohmandor@75,000.0075,000.00JUMLAH959,295.00212,125.001,171,420.00G.6.6.61 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)280.0000kgsemen portland@1,270.00355,600.000.4500m3pasir beton@250,000.00112,500.000.9000m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00315,000.001.6500ohpekerja@55,000.0090,750.000.2500ohtukang batu@70,000.0017,500.000.0250ohkepala tukang@75,000.001,875.000.0800ohmandor@75,000.006,000.00JUMLAH783,100.00116,125.00899,225.00G.6.6.71 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr)352.0000kgsemen portland@1,270.00447,040.000.5600m3pasir beton@250,000.00140,000.000.7000m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00245,000.001.6500ohpekerja@55,000.0090,750.000.2500ohtukang batu@70,000.0017,500.000.0250ohkepala tukang@75,000.001,875.000.0800ohmandor@75,000.006,000.00JUMLAH832,040.00116,125.00948,165.00G.6.6.81 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr)357.0000kgsemen portland@1,270.00453,390.000.4200m3pasir beton@250,000.00105,000.000.5400m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00189,000.001.6500ohpekerja@55,000.0090,750.000.2500ohtukang batu@70,000.0017,500.000.0250ohkepala tukang@75,000.001,875.000.0800ohmandor@75,000.006,000.00JUMLAH747,390.00116,125.00863,515.00G.6.6.91 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr)386.0000kgsemen portland@1,270.00490,220.000.4700m3pasir beton@250,000.00117,500.000.7800m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00273,000.001.6500ohpekerja@55,000.0090,750.000.2500ohtukang batu@70,000.0017,500.000.0250ohkepala tukang@75,000.001,875.000.0800ohmandor@75,000.006,000.00JUMLAH880,720.00116,125.00996,845.00G.6.6.101 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr)479.0000kgsemen portland@1,270.00608,330.000.3700m3pasir beton@250,000.0092,500.000.7400m3Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan@350,000.00259,000.001.6500ohpekerja@55,000.0090,750.000.2500ohtukang