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RABR E N C A N A A N G G A R A N B I A Y A( R A B )

PEKERJAAN: PEMBANGUNAN LANJUTAN ASRAMA PUTRI DAYAH MUQ DARUL IKHSANLOKASI: KEC. TRIENGGADENG- KAB. PIDIE JAYATAHUN ANGGARAN: 2 0 1 4MATA KULIAH: ESTIMASI RENCANA ANGGARAN BIAYANoNama PekerjaanVolumeSatuanAnalisaHarga SatuanJumlah harga1. LANTAI IAPEKERJAAN PERSIAPAN1Pembersihan Lapangan1100m2SNI-2835-2002-68Rp11,000.00Rp12,100,000.002Pemasangan Bowplank136.00m'SNI-2835-2002-6.4Rp41,660.00Rp5,665,760.003Direksi Keet1.00LsTaksirRp5,000,000.00Rp5,000,000.004Gudang dan barak kerja1.00LsTaksirRp5,000,000.00Rp5,000,000.00BPEKERJAAN TANAH DAN PONDASI1Galian Tanah Pondasi Tapak Tipe I (180 x 180) a.Galian Tanah Pondasi Tapak 181.116m3SNI-2835-2008-6.3Rp57,330.00Rp10,383,380.28b.Urugan Kembali135.837m3SNI-2835-2008-6.9Rp18,140.00Rp2,464,083.18c.Alas Pasir Bawah Pondasi Tapak4.21m3SNI-2835-2008-6.11Rp171,800.00Rp723,621.60d.Lantai Kerja (Beton Cor)8.424m3SNI-7394-2008-6.4Rp31,200.00Rp262,828.802Galian Tanah Pondasi Tapak Tipe II (140 x 140) a.Galian Tanah Pondasi Tapak 143.276m3SNI-2835-2008-6.3Rp57,330.00Rp8,214,013.08b.Urugan Kembali107.457m3SNI-2835-2008-6.9Rp18,140.00Rp1,949,269.98c.Alas Pasir Bawah Pondasi Tapak3.332m3SNI-2835-2008-6.11Rp171,800.00d.Lantai Kerja (Beton Cor)6.664m3SNI-7394-2008-6.4Rp31,200.00Rp207,916.803Galian Tanah Pondasi Menerus a.Galian Tanah Pondasi Menerus Tipe I (60) cmGalian tanah pondasi menerus9.996m3SNI-2835-2008-6.3Rp57,330.00Rp573,070.68Urugan Kembali2.499m3SNI-2835-2008-6.9Rp18,140.00Alas Pasir Bawah Pondasi Menerus1.482m3SNI-2835-2008-6.11Rp171,800.00Rp254,607.60 Pas. Batu Kosong Pondasi Menerus/ Aanstamping2.96m3SNI-2836-2008-6.9Rp18,140.00Rp53,766.96Pas. Pondasi Batu Gunung147.00m3SNI-2836-2008-6.3Rp57,330.00- Timbunan Tanah di bawah lantai124.08m3SNI-2835-2008-6.9Rp18,140.00Rp2,250,811.20- Pasir urug dibawah lantai13.200m3SNI-2835-2008-6.11Rp171,800.00- Spesi dibawah lantai7.92m3SNI-2835-2008-6.11Rp171,800.00Rp1,360,656.00b.Galian Tanah Pondasi Menerus Tipe II (80) cmGalian tanah pondasi menerus2.304m3SNI-2835-2008-6.3Rp57,330.00Rp132,088.32Urugan Kembali0.576m3SNI-2835-2008-6.9Rp18,140.00Alas Pasir Bawah Pondasi Menerus0.36m3SNI-2835-2008-6.11Rp57,330.00Rp20,638.80 Pas. Batu Kosong Pondasi Menerus/ Aanstamping0.72m3SNI-2836-2008-6.9Rp18,140.00Rp13,060.80Pas. Pondasi Batu Gunung- Timbunan Tanah di bawah lantai8.9m3SNI-2835-2008-6.9Rp18,140.00Rp161,446.00- Pasir urug dibawah lantai1.000m3SNI-2835-2008-6.11Rp57,330.00- Spesi dibawah lantai0.7m3SNI-2835-2008-6.11Rp57,330.00Rp40,131.00c.Galian Tanah Pondasi Menerus Tipe III (90) cmGalian tanah pondasi menerus87.314m3SNI-2835-2008-6.3Rp57,330.00Rp5,005,711.62Urugan Kembali21.830m3SNI-2835-2008-6.9Rp18,140.00Alas Pasir Bawah Pondasi Menerus12.6m3SNI-2835-2008-6.11Rp57,330.00Rp722,358.00 Pas. Batu Kosong Pondasi Menerus/ Aanstamping25.20m3SNI-2836-2008-6.9Rp18,140.00Rp457,128.00Pas. Pondasi Batu Gunung- Timbunan Tanah di bawah lantai534.6m3SNI-2835-2008-6.11Rp57,330.00Rp30,648,618.00- Pasir urug dibawah lantai54.000m3SNI-2835-2008-6.11Rp18,140.00Rp979,560.00- Spesi dibawah lantai32.4m3SNI-2835-2008-6.11Rp18,140.00Rp587,736.00C.PEKERJAAN BETON BERTULANGBeton Bertulang T. 5 cm0.012m3SNI-7394-2008-6.5Rp754,390.00Rp9,052.68Beton Bertulang T. 45 cm0.162m3SNI-7394-2008-6.7Rp798,850.00Rp129,413.701Pondasi Tapak Tipe I (160 x 160)24.9236m3SNI-7394-2008-A.2aRp3,559,510.00Rp88,715,803.442Pondasi Tapak Tipe II (120 x 120)21.3588m3SNI-7394-2008-A.2Rp3,709,830.00Rp79,237,517.003Sloof - Sloof 30/4041.616m3SNI-7394-2008-A.15Rp369,040.00Rp15,357,968.64- Sloof 20/252.150m3SNI-7394-2008-A.17Rp369,040.00Rp793,436.00Sloof Gantung Tipe I (30/40)- Galian Tanah 3.08m3SNI-2835-2008-6.3Rp57,330.00Rp176,576.40- Urugan kembali0.77m3SNI-2835-2008-6.9Rp18,140.00Rp13,967.80- Alas pasir0.8m3SNI-2835-2008-6.11Rp57,330.00Rp45,864.00- Aanstamping /batu kosong1.6m3SNI-2836-2008-6.9Rp18,140.00Rp29,024.00Sloof Gantung Tipe II (20/25)- Galian Tanah 0.8m3SNI-2835-2008-6.3Rp57,330.00Rp45,864.00- Urugan kembali0.672m3SNI-2835-2008-6.9Rp18,140.00Rp12,190.08- Alas pasir0.86m3SNI-2835-2008-6.11Rp57,330.00Rp49,303.80- Aanstamping /batu kosong1.72m3SNI-2836-2008-6.9Rp18,140.00Rp31,200.804Kolom- Kolom ukuran 30/4027.06m3SNI-7394-2008-A.5Rp6,126,475.00Rp165,782,413.50- Kolom Praktis ukuran 13/131.186m3SNI-7394-2008-A.7Rp7,799,380.00Rp9,250,064.68D.PEKERJAAN LANTAI1Pasang Lantai Keramik 40 x 40 ( Tekstur)232m2SNI-7395-2008-6.34sRp193,637.50Rp44,923,900.002Pasang Lantai Keramik 40 x 40360m2SNI-7395-2008-6.34Rp188,337.50Rp67,801,500.003Pasang Lantai Keramik 20 x 20 cm (Tekstur)61.6m2SNI-7395-2008-6.36sRp157,420.00Rp9,697,072.004Pasang Lantai Keramik 20 x 20 cm 120m2SNI-7395-2008-6.36Rp155,300.00Rp18,636,000.00E.PEKERJAAN TANGGA1Pondasi Tanggaa.Galian Pondasi Tangga0.29m3SNI-2835-2008-6.1Rp31,200.00Rp8,985.60b.Urugan kembali 1/40.07m3SNI-2835-2008-6.9Rp18,140.00Rp1,306.08c.Tapak Pondasi Tangga0.05m3SNI-2836-2008-6.10Rp741,700.00Rp35,601.60d.Plat Tangga I0.418m3SNI-7394-2008-A.18Rp5,767,130.00Rp2,410,660.34e.Plat Tangga II0.84m3SNI-7394-2008-A.18Rp2,078,300.00Rp1,735,380.50f.Panjang reiling tangga II7.00m'SNI-7394-2008-A.17Rp4,451,630.00Rp31,161,410.00g.Panjang reiling tangga I7.00m'SNI-7394-2008-A.17Rp4,451,630.00Rp31,161,410.002Bordesa.Plat bordes I0.62m3SNI-7394-2008-A.18Rp5,767,130.00Rp3,564,086.34b.Balok Bordes 20/300.53m3SNI-7394-2008-A.16Rp7,384,645.00Rp3,876,938.63c.Keramik di bordes5.81m3SNI-7395-2008-6.35Rp170,400.00Rp989,172.003Tanggaa.Luas anak tangga0.864m3SNI-7395-2008-6.39aRp64,737.50Rp55,933.20b.keramik tangga14.40m2SNI-7395-2008-6.34Rp188,337.50Rp2,712,060.00Pekerjaan Tangga Depan- Galian Tanah2.06m3SNI-2835-2008-6.1Rp31,200.00Rp64,396.80- Alas pasir0.34m3SNI-2835-2008-6.11Rp57,330.00Rp19,721.52- Aanstamping0.69m3SNI-2836-2008-6.9Rp18,140.00Rp12,480.32- Pas. Trasram 1:213.76m2SNI-6897-2008-6.7Rp104,040.00Rp1,431,590.40- Plasteran Transram Bawah tangga teras27.52m3SNI-2837-2008-6.2Rp51,680.00Rp1,422,233.60- Timbunan tanah bawah tangga2.34m3SNI-2835-2008-6.9Rp18,140.00Rp42,429.46F.PEKERJAAN DINDING1Pasangan bata 1:2 Transram - Dinding transram tinggi 40 cm69.68m2SNI-6897-2008-6.7Rp104,040.00Rp7,249,507.20- Dinding transram tinggi 225 cm168.86m2SNI-6897-2008-6.7Rp104,040.00Rp17,567,778.242Pasangan bata 1:4- Dinding pasangan 1/2 bata 1:4 tinggi 330 cm565.92m2SNI-6897-2008-6.9Rp96,565.00Rp54,648,064.80- Dinding pasangan 1/2 bata 1:4 tinggi 145 cm120.51m2SNI-6897-2008-6.9Rp96,565.00Rp11,637,241.28G.PEKERJAAN PLASTERAN1Plasteran dinding 1:4 477.027m2SNI-2837-2008-6.4Rp47,220.002Plasteran dinding Transram 1:31372.86m2SNI-2837-2008-6.3Rp59,810.00Rp82,110,995.84H. PEKERJAAN KUSEN1Kusen Pintu dan daun (P1)a.Kusen Pintu (P1)0.05m3SNI-3434-2008-6.2Rp6,978,500.00Rp331,478.75b.Daun Pintu Kaca (P1)3.40m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,628,600.00c.Jalusi Pintu (P1)0.68m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp277,236.00d.Kaca Jalusi (P1)0.68m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp325,720.002Kusen Pintu dan daun (P2)a.Kusen Pintu (P2)0.65m3SNI-3434-2008-6.2Rp6,978,500.00Rp4,549,982.00b.Daun Pintu Kaca (P2)24.11m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp11,547,732.00c.Jalusi Pintu (P2)4.59m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,872,158.40d.Kaca Jalusi (P2)2.76m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,319,645.00e.Pintu Aluminium (P3)9.00unitSNI-7393-2008-6.11Rp80,260.00Rp722,340.003Kusen Jendela Dan daun (J1)a.Kusen Jendela (J1)1.63m3SNI-DT-0011-2007-6.1Rp80,260.00Rp130,823.80b.Daun Jendela (J1)34.48m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp16,514,004.00c.Kaca Jendela (J1)19.09m2SNI-DT-91-0011-2007-6.5Rp407,700.00Rp7,783,400.70d.Jalusi Jendela (J1)10.71m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp4,366,467.00e.Kaca Jalusi (J1)4.77m3SNI-DT-91-0011-2007-6.5Rp479,000.00Rp2,284,830.004Ventilasia.Kusen Ventilasi (V1)0.26m3SNI-DT-91-0011-2007-6.6Rp391,200.00Rp101,712.00b.Daun Ventilasi (V1)3.52m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,435,104.00c.Kaca Ventilasi (V1)1.92m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp919,680.00I.PEKERJAAN PLAFOND1Rangka Plafond682m2SNI-3434-2008-6.20Rp68,731.00Rp46,874,542.002Pasangan Profil568m'SNI-3434-2008-6.20Rp68,731.00Rp39,039,208.00J.PEKERJAAN PENGECATAN1Pengecatan Lisplank2.79m3SNI-03-Cat-6.14.HRp21,285.00Rp59,385.152Pengecatan Plafond 682.00m3PT. T-38-2008-C-B8Rp36,185.00Rp24,678,170.003Pengecatan Dinding 1849.94m3SNI-03-Cat-6.14.HRp21,285.00Rp39,375,887.764Pengecatan Kusen Pintu (P1) dan (P2)15.58m3SNI-03-Cat-6.14.HRp21,285.00Rp331,620.305Pengecatan Daun Pintu48.45m3PT. T-38-2008-C-B8Rp36,185.00Rp1,753,163.256Pengecatan Jalusi Pintu (P1) dan (P2)11.36m3PT. T-38-2008-C-B8Rp36,185.00Rp411,061.607Pengecatan Kusen Jendela (J1)37.23m3PT. T-38-2008-C-B8Rp36,185.00Rp1,347,167.558Pengecatan Daun Jendela (J1)38.66m3PT. T-38-2008-C-B8Rp36,185.00Rp1,398,839.739Pengecatan Jalusi Jendela (J2)24.14m3PT. T-38-2008-C-B8Rp36,185.00Rp873,505.9010Pengecatan Kusen Ventilasi (V1)8.32m3PT. T-38-2008-C-B8Rp36,185.00Rp301,059.2011Pengecatan Daun Ventilasi (V1)6.64m3PT. T-38-2008-C-B8Rp36,185.00Rp240,268.40K.PEKERJAAN PENGGANTUNG1Pintu dan jalusia.Engsel50UnitSNI-03-K&K-2002-6.4Rp47,220.00Rp2,361,000.00b.Kunci Pintu15UnitSNI-03-K&K-2002-6.3Rp59,810.00Rp897,150.00c.Grandel jalusi Pintu15UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp378,120.002Jendela jalusinyaa.Engsel Jendela102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00b.Engsel Jalusi102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00c.Grandel Jendela51UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp1,285,608.00d.Grandel Jalusi51UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00e.Tarikan jendela51UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00f.Hak Angin Jendela 102UnitSNI-03-K&K-2002-6.6Rp1,050.00Rp107,100.003Ventilasia.Engsel32UnitSNI-03-K&K-2002-6.5Rp68,731.00Rp2,199,392.00b.Grandel Ventilasi16UnitSNI-03-K&K-2002-6.7Rp350.00Rp5,600.00L.MEKANIKAL & ELEKTRIKAL1Intalasi Listrika.Box Panel 60 x 50 cm 1.00BhTaksirRp150,000.00Rp150,000.00b.- Lampu Philiph 45 Watt46.00BhTaksirRp75,000.00Rp3,450,000.00c.- Lampu Philiph 18 Watt8.00BhTaksirRp30,000.00Rp240,000.00d.Saklar Tunggal25.00BhTaksirRp7,500.00Rp187,500.00e.Saklar Double 1.00BhTaksirRp6,000.00Rp6,000.00f.Saklar Triple1.00BhTaksirRp5,000.00Rp5,000.00g- Stop Kontak20.00BhTaksirRp8,000.00Rp160,000.00M.SANITASIa.Bak mandi8.00BhTaksirRp75,000.00Rp600,000.00b.Kloset Jongkok8.00BhTaksirRp250,000.00Rp2,000,000.00c.Kran 12.00BhTaksirRp400,000.00Rp4,800,000.00d.Septitank1.00UnitTaksirRp4,500,000.00Rp4,500,000.00e.Instalasi air bersih1.00UnitTaksirRp2,500,000.00Rp2,500,000.00f.Instalasi air kotor1.00UnitTaksirRp8,000,000.00Rp8,000,000.001. LANTAI IIA.PEKERJAAN BETON 1Koloma.Kolom Praktis ( 30/40 )22.62m3SNI-7394-2008-A.5Rp6,126,475.00Rp138,580,864.50b.Kolom Praktis ( 13/13 )1.34m3SNI-7394-2008-A.7Rp7,799,380.00Rp10,443,369.822Balok Lantaia.Balok Lantai 20/3019.64m3SNI-7394-2008-A.21Rp4,713,370.00Rp92,589,440.28b.Balok Lantai 20/251.75m3SNI-7394-2008-A.17Rp3,725,221.70Rp6,519,137.98c.Balok Lantai 18/250.59m3SNI-7394-2008-A.12Rp7,083,230.00Rp4,207,438.62d.Balok Lantai 18/302.38m3SNI-7394-2008-A.15Rp5,710,665.00Rp13,568,540.04e.Balok Lantai 13/135.73m3SNI-7394-2008-A.21Rp169,243,950.00Rp969,767,833.50f.Balok Lantai 13/200.26m3SNI-7394-2008-A.14aRp6,249,170.00Rp1,624,784.203Plat Lantai 70.80m3SNI-7394-2008-A.18Rp5,767,130.00Rp408,312,804.004Plat Arsitektur3.32m3SNI-7394-2008-A.19Rp6,999,890.00Rp23,208,835.285Ring Balok a.Ring Balok 18/2513.46m3SNI-7394-2008-A.32Rp5,378,135.00Rp72,362,806.43b.Ring Balok 15/201.08m3SNI-7394-2008-A.30Rp6,841,073.90Rp7,388,359.81B.PEKERJAAN LANTAI1Pasang Lantai Keramik 40 x 40 ( Tekstur)154m2SNI-7395-2008-6.34sRp193,637.50Rp29,820,175.002Pasang Lantai Keramik 40 x 40360m2SNI-7395-2008-6.34Rp188,337.50Rp67,801,500.003Pasang Lantai Keramik 20 x 20 cm (Tekstur)51.6m2SNI-7395-2008-6.36sRp157,420.00Rp8,122,872.004Pasang Dinding Keramik 20 x 40 cm120m2SNI-7395-2008-6.36Rp155,300.00Rp18,636,000.00C.PEKERJAAN KUSEN1Kusen Pintu dan daun (P1)a.Kusen Pintu (P1)0.05m3SNI-3434-2008-6.2Rp6,978,500.00Rp331,478.75b.Daun Pintu Kaca (P1)3.40m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,628,600.00c.Jalusi Pintu (P1)0.68m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp277,236.00d.Kaca Jalusi (P1)0.68m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp325,720.002Kusen Pintu dan daun (P2)a.Kusen Pintu (P2)0.65m3SNI-3434-2008-6.2Rp6,978,500.00Rp4,549,982.00b.Daun Pintu Kaca (P2)24.11m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp11,547,732.00c.Jalusi Pintu (P2)4.59m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,872,158.40d.Kaca Jalusi (P2)2.76m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,319,645.00e.Pintu Aluminium (P3)8.00unitSNI-7393-2008-6.11Rp80,260.00Rp642,080.003Kusen Jendela Dan daun (J1)a.Kusen Jendela (J1)1.63m3SNI-DT-0011-2007-6.1Rp80,260.00Rp130,823.80b.Daun Jendela (J1)34.48m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp16,514,004.00c.Kaca Jendela (J1)19.09m2SNI-DT-91-0011-2007-6.5Rp407,700.00Rp7,783,400.70d.Jalusi Jendela (J1)10.71m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp4,366,467.00e.Kaca Jalusi (J1)4.77m3SNI-DT-91-0011-2007-6.5Rp479,000.00Rp2,284,830.004Ventilasia.Kusen Ventilasi (V1)0.26m3SNI-DT-91-0011-2007-6.6Rp391,200.00Rp101,712.00b.Daun Ventilasi (V1)3.52m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,435,104.00c.Kaca Ventilasi (V1)1.92m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp919,680.00D.PEKERJAAN DINDING1Pasangan bata 1:2 Transram 153.46m2SNI-6897-2008-6.9Rp96,565.00Rp14,818,478.642Pasangan Bata 1:4685.04m2SNI-6897-2008-6.9Rp96,565.00Rp66,150,501.343Pasangan dinding bata kuda kuda samping42.46m2SNI-3434-2002-6.28Rp6,444,400.00Rp273,603,446.40E.PEKERJAAN PLASTERANa.Plasteran Dinding Transram 1:2306.91m2SNI-2837-2008-6.4Rp47,220.00Rp14,492,384.64b.Plasteran Dinding 1:41285.15m2SNI-2837-2008-6.3Rp59,810.00Rp76,864,941.12F.PEKERJAAN PLAFOND1Rangka Plafond594.00m2SNI-3434-2008-6.20Rp68,731.00Rp40,826,214.002Profil Kayu549.00m'SNI-3434-2008-6.20Rp68,731.00Rp37,733,319.00G.PEKERJAAN ATAP1Pekerjaan Top Gevel0.60m3TaksirRp6,500.00Rp3,926.002Pekerjaan Luas Rangka Kuda kuda Baja Ringana.Kuda kuda utama656.04m2SNI-3434-2002-6.28Rp6,444,400.00Rp4,227,784,176.00b.Lisplank Kuda kuda utama (2/28) cm125.32m'SNI-3434-2008-6.21Rp71,200.00Rp8,922,784.00H. PEKERJAAN PENGECATAN1Pengecatan Plafond 594.00m2SNI-03-Cat-6.14.HRp21,285.00Rp12,643,290.002Pengecatan Dinding 1592.06m2PT. T-38-2008-C-B8Rp36,185.00Rp57,608,835.843Pengecatan Kusen Pintu (P1) dan (P2)15.58m2SNI-03-Cat-6.14.HRp21,285.00Rp331,620.304Pengecatan Daun Pintu48.45m2SNI-03-Cat-6.14.HRp21,285.00Rp1,031,258.255Pengecatan Jalusi Pintu (P1) dan (P2)11.36m2PT. T-38-2008-C-B8Rp36,185.00Rp411,061.606Pengecatan Kusen Jendela (J1)37.23m2PT. T-38-2008-C-B8Rp36,185.00Rp1,347,167.557Pengecatan Daun Jendela (J1)38.66m2PT. T-38-2008-C-B8Rp36,185.00Rp1,398,839.738Pengecatan Jalusi Jendela (J2)24.14m2PT. T-38-2008-C-B8Rp36,185.00Rp873,505.909Pengecatan Kusen Ventilasi (V1)8.32m2PT. T-38-2008-C-B8Rp36,185.00Rp301,059.2010Pengecatan Daun Ventilasi (V1)6.64m2PT. T-38-2008-C-B8Rp36,185.00Rp240,268.40I.PEKERJAAN PENGGANTUNG1Pintu dan jalusia.Engsel48UnitSNI-03-K&K-2002-6.4Rp47,220.00Rp2,266,560.00b.Kunci Pintu15UnitSNI-03-K&K-2002-6.3Rp59,810.00Rp897,150.00c.Grandel jalusi 23UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp579,784.002Jendela jalusinyaa.Engsel Jendela102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00b.Engsel Jalusi102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00c.Grandel Jendela51UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp1,285,608.00d.Grandel Jalusi51UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00e.Tarikan jendela51UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00f.Hak Angin Jendela 102UnitSNI-03-K&K-2002-6.6Rp1,050.00Rp107,100.003Ventilasia.Engsel32UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp576,000.00b.Grandel Ventilasi16UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp288,000.00J.PEKERJAAN MEKANIKAL DAN ELEKTRIKAL1Intalasi Listrik2Box Panel 60 x 50 cm 1.00BhTaksirRp150,000.00Rp150,000.003Saklar Double 24.00BhTaksirRp6,000.00Rp144,000.004Lampu Philips 18 Watt3.00BhTaksirRp30,000.00Rp90,000.005- Lampu Philiph 45 Watt46.00BhTaksirRp75,000.00Rp3,450,000.006Saklar Tunggal8.00BhTaksirRp7,500.00Rp60,000.007- Stop Kontak20.00BhTaksirRp8,000.00Rp160,000.00J.PEKERJAAN SANITASIa.Bak mandi8.00BhTaksirRp75,000.00Rp600,000.00b.Kloset Jongkok8.00BhTaksirRp250,000.00Rp2,000,000.00c.Kran 8.00BhTaksirRp400,000.00Rp3,200,000.00Banda Aceh , 08 Januari 2015Dihitung Oleh

JeffrianNPM. 1103120024

Harga BahanDAFTAR HARGA UPAH DAN BAHAN

NO.URAIANSATUANHARGA SATUAN

1234ASATUAN UPAH KERJA

1Kepala TukangHariRp.90,000.002TukangHariRp.85,000.003MandorHariRp.80,000.004PekerjaHariRp.70,000.00

BSATUAN HARGA BAHAN MATERIAL

1Batu Gunungm3Rp.130,000.002Batu BataBhRp.600.003Kerikil Betonm3Rp.135,000.004Besi Beton polosKgRp.13,000.005Besi Beton UlirKgRp.20,000.006Kawat BetonKgRp.19,000.007Pasir beton m3Rp.135,000.008Pasir Pasangan m3Rp.130,000.009Pasir Urugm3Rp.125,000.0010Tanah Timbunm3Rp.65,000.0011Kayu Klas.Im3Rp.4,500,000.0012Kayu Klas.IIm3Rp.4,000,000.0013Kayu Klas. IIIm3Rp.3,500,000.0014Kayu Rangka Plafondm3Rp.3,250,000.0015Papan Kayu Merantim3Rp.3,200,000.0016Kayu/Papan Bekiskingm3Rp.2,900,000.0017Kayu untuk stutwerkm3Rp.2,850,000.0018Balok Kayu Kelas IIm3Rp.3,900,000.0019Papan Kayu Kelas Im3Rp.4,600,000.0020Kayu List plafondM'Rp.18,000.0021Paku KayuKgRp.18,000.0022Paku TripleksKgRp.20,000.0023Semen PortlandZakRp.50,000.0024Semen PortlandKgRp.1,250.0025Semen Putih KgRp.2,500.0026Plywood Tebal 9 mmLembarRp.120,000.0027Plywood Tebal 4 mmLembarRp.70,000.0028Minyak CatkgRp.32,000.0029Minyak BekistingkgRp.2,000.0030Dolken Kayu 8 - 10 cm Pjg 4 mBtgRp.50,000.0031Keramik Sisik Buaya 20 x 20 Cm (utk Kamar mandi)m2Rp.45,000.0032Keramik 20 x 20 Cm (Dinding Kamar Mandi)m2Rp.47,000.0033Keramik 40 x 40 cm (Tekstur)m2Rp.60,000.0034Keramik 40 x 40 cmm2Rp.55,000.0035Keramik 20 x 25 cmm2Rp.60,000.0036Keramik 30 x 30 cmm2Rp.65,000.0037Keramik 60 x 60 cmm2Rp.80,000.0038Lem KayuKgRp.20,000.0039Profil AluminiumM'Rp.40,000.0040Skrup FixerbhRp.750.0041SealandTubeRp.7,500.0042Plat Rangka GypsumM'Rp.50,000.0043Paku SkrupKgRp.25,000.0044Besi Strip Tebal 5 mmKgRp.8,000.0045Seng Genteng MetalLembarRp.65,000.0046Paku SengKgRp.22,000.0047Rabung Seng genteng MetalM'Rp.45,000.0048Kunci TanamBhRp.125,000.0049Engsel PintuBhRp.8,500.0050Engsel JendelaBhRp.7,500.0051Kunci TahanBhRp.75,000.0052Hak AnginBhRp.6,000.0053Tarikan JendelaBhRp.6,500.0054Grendel JendelaBhRp.5,000.0055Cat MenieKgRp.25,000.0056DempulKgRp.30,000.0057Cat Kayu DasarkgRp.30,000.0058Cat Kayu PenutupKgRp.45,000.0059Cat Kayu MengkilatKgRp.53,000.0060Cat TembokKgRp.30,000.0061Dempul Cat / PlamurKgRp.18,500.0062Cat Tembok DasarkgRp.30,000.0063PlamirKgRp.25,000.0064Stop Kontak GandaBhRp.8,000.0065Stop Kontak TunggalBhRp.6,000.0066Saklar GandaBhRp.7,500.0067Saklar TunggalBhRp.5,000.0068Box ZakeringBhRp.150,000.0069Lampu Hemat Energi 18 WattBhRp.30,000.0070Lampu Hemat Energi 45 WattBhRp.75,000.0071Closet JongkokBhRp.250,000.0072Closet DudukBhRp.800,000.0073Kaca Tebal 5 mmm2Rp.60,000.0074Tepung GypsumKgRp.15,000.0075Kran AirBhRp.9,000.0076List Gypsum profilmRp.9,500.0077Kayu Plafond 5/5mRp.21,000.0078Rangka Kuda-Kuda Baja Ringan m2Rp.250,000.0079Gypsum Board Tebal 9 mmLembarRp.65,000.0080Besi Hollo 40 x 40 panjang 14 meterunitRp.300,000.00

Analisa

DAFTAR ANALISA HARGA SATUAN

SNI-2835-2002-681 M2 Pembersihan Lapangan0.050OHMandor @Rp.80,000.00Rp4,000.000.100OHPekerja @Rp.70,000.00Rp7,000.00JumlahRp11,000.00

SNI-2835-2002-6.41 M' Pemasangan Bowplank0.007M3Papan Bowplank @Rp.3,500,000.00Rp24,500.000.020KgPaku @Rp.18,000.00Rp360.000.010OHKepala Tukang @Rp.90,000.00Rp900.000.100OHTukang @Rp.85,000.00Rp8,500.000.005OHMandor @Rp.80,000.00Rp400.000.100OHPekerja @Rp.70,000.00Rp7,000.00JumlahRp41,660.00

SNI-2835-2008-6.11 M3 Galian Tanah Biasa Sedalam 1 m0.040OHMandor @Rp.80,000.00Rp3,200.000.400OHPekerja @Rp.70,000.00Rp28,000.00JumlahRp31,200.00

SNI-2835-2008-6.31 M3 Galian Tanah Biasa Sedalam 2 - 3m0.074OHMandor @Rp.80,000.00Rp5,880.000.735OHPekerja @Rp.70,000.00Rp51,450.00JumlahRp57,330.00

SNI-2835-2008-6.91 M3 Urugan Tanah Kembali0.008OHMandor @Rp.80,000.00Rp640.000.250OHPekerja @Rp.70,000.00Rp17,500.00JumlahRp18,140.00

SNI-2835-2008-6.101 M3 Meratakan dan Memadatkan Tanah (per 20 cm)0.008OHMandor @Rp.80,000.00Rp640.000.250OHPekerja @Rp.70,000.00Rp17,500.00JumlahRp18,140.00

SNI-2835-2008-6.111 M3 Urugan Pasir 1.200M3Pasir Urug @Rp.125,000.00Rp150,000.000.010OHMandor @Rp.80,000.00Rp800.000.300OHPekerja @Rp.70,000.00Rp21,000.00JumlahRp171,800.00

SNI-2835-2008-6.11a1 M3 Urugan Tanah1.200M3Tanah Urug @Rp.65,000.00Rp78,000.000.010OHMandor @Rp.80,000.00Rp800.000.300OHPekerja @Rp.70,000.00Rp21,000.00JumlahRp99,800.00

SNI-2836-2008-6.31 M3 Pondasi Batu Kali/Gunung 1 : 51.200M3Batu Kali/Batu Gunung @Rp.130,000.00Rp156,000.00136.000KgSemen @Rp.1,250.00Rp170,000.000.544M3Pasir Pasangan @Rp.130,000.00Rp70,720.000.075OHKepala Tukang @Rp.90,000.00Rp6,750.000.750OHTukang @Rp.85,000.00Rp63,750.000.075OHMandor @Rp.80,000.00Rp6,000.001.500OHPekerja @Rp.70,000.00Rp105,000.00JumlahRp578,220.00

SNI-2836-2008-6.91 M3 Pondasi Batu Kosong1.200M3Batu Kali/Batu Gunung @Rp.130,000.00Rp156,000.000.432M3Pasir Urug @Rp.125,000.00Rp54,000.000.039OHKepala Tukang @Rp.90,000.00Rp3,510.000.390OHTukang @Rp.85,000.00Rp33,150.000.039OHMandor @Rp.80,000.00Rp3,120.000.780OHPekerja @Rp.70,000.00Rp54,600.00JumlahRp304,380.00

SNI-2836-2008-6.101 M3 Pondasi Siklop Tapak, 60% Betom Cor 1:2:3 40% Batu Gunung/Belah0.480M3Batu Kali/Batu Gunung @Rp.130,000.00Rp62,400.00194.000KgSemen @Rp.1,250.00Rp242,500.000.312M3Pasir Beton @Rp.135,000.00Rp42,120.000.468M3Kerikil @Rp.135,000.00Rp63,180.000.085OHKepala Tukang @Rp.90,000.00Rp7,650.000.850OHTukang @Rp.85,000.00Rp72,250.000.170OHMandor @Rp.80,000.00Rp13,600.003.400OHPekerja @Rp.70,000.00Rp238,000.00JumlahRp741,700.00

SNI-6897-2008-6.71 M2 Pasangan Bata Merah Tebal 1/2 Bata Adukan 1 Pc : 2 Ps75BuahBatu Bata @Rp.600.00Rp45,000.0018.000KgSemen Portland @Rp.1,250.00Rp22,500.000.038M3Pasir Pasangan @Rp.130,000.00Rp4,940.000.010OHKepala Tukang @Rp.90,000.00Rp900.000.100OHTukang @Rp.85,000.00Rp8,500.000.015OHMandor @Rp.80,000.00Rp1,200.000.300OHPekerja @Rp.70,000.00Rp21,000.00JumlahRp104,040.00

SNI-6897-2008-6.91 M2 Pasangan Bata Merah Tebal 1/2 Bata Adukan 1 Pc : 4 Ps75BuahBatu Bata @Rp.600.00Rp45,000.0011.5000KgSemen Portland @Rp.1,250.00Rp14,375.000.043M3Pasir Pasangan @Rp.130,000.00Rp5,590.000.010OHKepala Tukang @Rp.90,000.00Rp900.000.100OHTukang @Rp.85,000.00Rp8,500.000.015OHMandor @Rp.80,000.00Rp1,200.000.300OHPekerja @Rp.70,000.00Rp21,000.00JumlahRp96,565.00

SNI-2837-2008-6.21 M2 Plesteran 1 Pc : 2 Ps : tebal 15 mm10.224KgSemen Portland @Rp.1,250.00Rp12,780.000.020M3Pasir Pasangan @Rp.130,000.00Rp2,600.000.015OHKepala Tukang @Rp.90,000.00Rp1,350.000.150OHTukang @Rp.85,000.00Rp12,750.000.015OHMandor @Rp.80,000.00Rp1,200.000.300OHPekerja @Rp.70,000.00Rp21,000.00JumlahRp51,680.00



SNI-7394-2008-6.41 M3 Lantai kerja Beton Cor Mutu f'c= 7,4 Mpa (100)230.000KgSemen Portland @Rp.1,250.00Rp287,500.000.638M3Pasir Beton @Rp.135,000.00Rp86,130.000.761M3Kerikil @Rp.135,000.00Rp102,735.000.020OHKepala Tukang @Rp.90,000.00Rp1,800.000.200OHTukang @Rp.85,000.00Rp17,000.000.060OHMandor @Rp.80,000.00Rp4,800.001.200OHPekerja @Rp.70,000.00Rp84,000.00JumlahRp583,965.00

SNI-7394-2008-6.4a1 M2 Lantai Cor Beton Tumbuk Tebal 7 Cm0.070KaliSNI-7394-2008-6.4 @Rp.583,965.00Rp40,877.55JumlahRp40,877.55

SNI-7394-2008-6.51 M3 Beton Cor Mutu f'c= 14,5 Mpa (K 175)326.000KgSemen Portland @Rp.1,250.00Rp407,500.000.543M3Pasir Beton @Rp.135,000.00Rp73,305.000.762M3Kerikil @Rp.135,000.00Rp102,870.000.280OHKepala Tukang @Rp.90,000.00Rp25,200.000.275OHTukang @Rp.85,000.00Rp23,375.000.083OHMandor @Rp.80,000.00Rp6,640.001.650OHPekerja @Rp.70,000.00Rp115,500.00JumlahRp754,390.00

SNI-7394-2008-6.71 M3 Beton Cor Mutu f'c= 19,3 Mpa (K 225)317.000KgSemen Portland @Rp.1,250.00Rp396,250.000.499M3Pasir Beton @Rp.135,000.00Rp67,365.000.776M3Kerikil @Rp.135,000.00Rp104,760.000.280OHKepala Tukang @Rp.90,000.00Rp25,200.000.275OHTukang @Rp.85,000.00Rp23,375.000.830OHMandor @Rp.80,000.00Rp66,400.001.650OHPekerja @Rp.70,000.00Rp115,500.00JumlahRp798,850.00

SNI-7394-2008-6.171 Kg Pembesian Dengan Besi Polos1.050KgBesi Beton Polos @Rp.13,000.00Rp13,650.000.015KgKawat Beton @Rp.19,000.00Rp285.000.0007OHKepala Tukang @Rp.90,000.00Rp63.000.007OHTukang @Rp.85,000.00Rp595.000.0004OHMandor @Rp.80,000.00Rp32.000.007OHPekerja @Rp.70,000.00Rp490.00JumlahRp15,115.00

SNI-7394-2008-6.17a1 Kg Pembesian Dengan Besi Ulir1.050KgBesi Beton Ulir @Rp.20,000.00Rp21,000.000.015KgKawat Beton @Rp.19,000.00Rp285.000.0007OHKepala Tukang @Rp.90,000.00Rp63.000.007OHTukang @Rp.85,000.00Rp595.000.0004OHMandor @Rp.80,000.00Rp32.000.007OHPekerja @Rp.70,000.00Rp490.00JumlahRp22,465.00

SNI-7394-2008-6.201 M2 Bekisting Untuk Pondasi0.040M3Kayu/Papan Bekisting @Rp.2,900,000.00Rp116,000.000.300KgPaku Kayu @Rp.18,000.00Rp5,400.000.100LtrMinyak Bekisting @Rp.2,000.00Rp200.000.026OHKepala Tukang @Rp.90,000.00Rp2,340.000.260OHTukang @Rp.85,000.00Rp22,100.000.026OHMandor @Rp.80,000.00Rp2,080.000.520OHPekerja @Rp.70,000.00Rp36,400.00JumlahRp184,520.00Bekisting Dianggap 2 x Pemakaian = 0.5 x Jumlah =Rp92,260.00JumlahRp92,260.00

SNI-7394-2008-6.211 M2 Bekisting Untuk Sloof0.045M3Kayu/Papan Bekisting @Rp.2,900,000.00Rp130,500.000.300KgPaku Kayu @Rp.18,000.00Rp5,400.000.100LtrMinyak Bekisting @Rp.2,000.00Rp200.000.026OHKepala Tukang @Rp.90,000.00Rp2,340.000.260OHTukang @Rp.85,000.00Rp22,100.000.026OHMandor @Rp.80,000.00Rp2,080.000.520OHPekerja @Rp.70,000.00Rp36,400.00JumlahRp199,020.00Bekisting Dianggap 2 x Pemakaian = 0.5 x Jumlah =Rp99,510.00JumlahRp99,510.00

SNI-7394-2008-6.221 M2 Bekisting Untuk Kolom0.040M3Kayu/Papan Bekisting @Rp.2,900,000.00Rp116,000.000.400KgPaku Kayu @Rp.18,000.00Rp7,200.000.200LtrMinyak Bekisting @Rp.2,000.00Rp400.000.015M3Balok Kayu Kelas II @Rp.3,900,000.00Rp58,500.000.350LbrPlywood Tebal 9 mm @Rp.120,000.00Rp42,000.002.000BtgDolken Kayu 8 -10 cm Pjg 4 m @Rp.50,000.00Rp100,000.000.033OHKepala Tukang @Rp.90,000.00Rp2,970.000.330OHTukang @Rp.85,000.00Rp28,050.000.033OHMandor @Rp.80,000.00Rp2,640.000.660OHPekerja @Rp.70,000.00Rp46,200.00JumlahRp403,960.00Bekisting Dianggap 2 x Pemakaian = 0.5 x Jumlah =Rp201,980.00JumlahRp201,980.00

SNI-7394-2008-6.231 M2 Bekisting Untuk Balok0.040M3Kayu/Papan Bekisting @Rp.2,900,000.00Rp116,000.000.400KgPaku Kayu @Rp.18,000.00Rp7,200.000.200LtrMinyak Bekisting @Rp.2,000.00Rp400.000.018M3Balok Kayu Kelas II @Rp.3,900,000.00Rp70,200.000.350LbrPlywood Tebal 9 mm @Rp.120,000.00Rp42,000.002.000BtgDolken Kayu 8 -10 cm Pjg 4 m @Rp.50,000.00Rp100,000.000.033OHKepala Tukang @Rp.90,000.00Rp2,970.000.330OHTukang @Rp.85,000.00Rp28,050.000.033OHMandor @Rp.80,000.00Rp2,640.000.660OHPekerja @Rp.70,000.00Rp46,200.00JumlahRp415,660.00Bekisting Dianggap 2 x Pemakaian = 0.5 x Jumlah =Rp207,830.00JumlahRp207,830.00

SNI-7394-2008-6.241 M2 Bekisting Untuk Lantai0.040M3Kayu/Papan Bekisting @Rp.2,900,000.00Rp116,000.000.400KgPaku Kayu @Rp.18,000.00Rp7,200.000.200LtrMinyak Bekisting @Rp.2,000.00Rp400.000.150M3Balok Kayu Kelas II @Rp.3,900,000.00Rp585,000.000.350LbrPlywood Tebal 9 mm @Rp.120,000.00Rp42,000.002.000BtgDolken Kayu 8 -10 cm Pjg 4 m @Rp.50,000.00Rp100,000.000.033OHKepala Tukang @Rp.90,000.00Rp2,970.000.330OHTukang @Rp.85,000.00Rp28,050.000.033OHMandor @Rp.80,000.00Rp2,640.000.660OHPekerja @Rp.70,000.00Rp46,200.00JumlahRp930,460.00Bekisting Dianggap 2 x Pemakaian = 0.5 x Jumlah =Rp465,230.00JumlahRp465,230.00

SNI-7394-2008-6.261 M2 Bekisting Untuk Tangga0.030M3Kayu/Papan Bekisting @Rp.2,900,000.00Rp87,000.000.400KgPaku Kayu @Rp.18,000.00Rp7,200.000.150LtrMinyak Bekisting @Rp.2,000.00Rp300.000.015M3Balok Kayu Kelas II @Rp.3,900,000.00Rp58,500.000.350LbrPlywood Tebal 9 mm @Rp.120,000.00Rp42,000.002.000BtgDolken Kayu 8 -10 cm Pjg 4 m @Rp.50,000.00Rp100,000.000.033OHKepala Tukang @Rp.90,000.00Rp2,970.000.330OHTukang @Rp.85,000.00Rp28,050.000.033OHMandor @Rp.80,000.00Rp2,640.000.660OHPekerja @Rp.70,000.00Rp46,200.00JumlahRp374,860.00Bekisting Dianggap 2 x Pemakaian = 0.5 x Jumlah =Rp187,430.00JumlahRp187,430.00

Aln Membongkar Dan Menyiram Beton0.532OHPekerja @Rp.70,000.00Rp37,240.00JumlahRp37,240.00

SNI-7394-2008-A.2Pondasi Tapak 120x120 cm, Pembesian 120 Kg/M3, Cetakan 4 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0026.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp392,990.0094.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp2,111,710.004.000M2Bekisting Pondasi (SNI-7394-2008-6.20) @Rp.92,260.00Rp369,040.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp3,709,830.00

SNI-7394-2008-A.2aPondasi Tapak 160x160 cm, Pembesian 160 Kg/M3, Cetakan 4 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0022.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp332,530.0090.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp2,021,850.004.000M2Bekisting Pondasi (SNI-7394-2008-6.20) @Rp.92,260.00Rp369,040.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp3,559,510.00

SNI-7394-2008-A.3Kolom 25/25 cm, Pebesian 159 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0041.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp619,715.00118.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp2,650,870.0010.000M2Bekisting Kolom (SNI-7394-2008-6.22) @Rp.201,980.00Rp2,019,800.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp6,126,475.00

SNI-7394-2008-A.3aKolom 35/50cm, Pebesian 145 Kg/M3, Cetakan 6.67 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0040.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp604,600.00105.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp2,358,825.006.670M2Bekisting Kolom (SNI-7394-2008-6.22) @Rp.201,980.00Rp1,347,206.601.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp5,146,721.60

SNI-7394-2008-A.5Kolom 30/40 cm, Pebesian 159 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0041.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp619,715.00118.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp2,650,870.0010.000M2Bekisting Kolom (SNI-7394-2008-6.22) @Rp.201,980.00Rp2,019,800.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp6,126,475.00

SNI-7394-2008-A.5Kolom 20/30 cm, Pebesian 157 Kg/M3, Cetakan 16.67 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00157.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp2,373,055.0016.670M2Bekisting Kolom (SNI-7394-2008-6.22) @Rp.201,980.00Rp3,367,006.601.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp6,576,151.60

SNI-7394-2008-A.6Kolom 20/20 cm, Pebesian 200 Kg/M3, Cetakan 20 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0080.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp1,209,200.00120.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp2,695,800.0020.000M2Bekisting Kolom (SNI-7394-2008-6.22) @Rp.201,980.00Rp4,039,600.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp8,780,690.00

SNI-7394-2008-A.7Kolom 13/13 cm, Pebesian 330 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.175 (SNI-7394-2008-6.5) @Rp.754,390.00Rp754,390.00330.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp4,987,950.0010.000M2Bekisting Kolom (SNI-7394-2008-6.22) @Rp.201,980.00Rp2,019,800.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp7,799,380.00

SNI-7394-2008-A.8Kolom 15/15 cm, Pebesian 210 Kg/M3, Cetakan 13.33 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00210.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp3,174,150.0013.330M2Bekisting Kolom (SNI-7394-2008-6.22) @Rp.22,465.00Rp299,458.451.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp4,309,698.45

SNI-7394-2008-A.17Sloof 20/25 cm, Pebesian 120 Kg/M3, Cetakan 6.67 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0064.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp967,360.0056.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp1,258,040.006.670M2Bekisting Sloof (SNI-7394-2008-6.21) @Rp.99,510.00Rp663,731.701.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp3,725,221.70

SNI-7394-2008-A.15Sloof 30/40 cm, Pebesian 128 Kg/M3, Cetakan 6.67 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0064.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp967,360.0064.000KgBesi Ulir ( SNI-7394-2008-6.17a ) @Rp.22,465.00Rp1,437,760.006.670M2Bekisting Sloof (SNI-7394-2008-6.21) @Rp.99,510.00Rp663,731.701.000LsMembongkar Dan Meniram Beton @Rp.37,240.0037240JumlahRp3,904,941.70SNI-7394-2008-A.18Sloof 18/25 cm, Pebesian 279 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00118.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp1,783,570.00161.000KgBesi Ulir ( SNI-7394-2008-6.17a ) @Rp.22,465.003,616,865.00015.000M2Bekisting Sloof (SNI-7394-2008-6.21) @Rp.58,500.00Rp877,500.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp7,114,025.00SNI-7394-2008-A.12Balok Lantai 18/25 cm, Pebesian 210 Kg/M3, Cetakan 15 M21.000M3Beton Cor K.175 (SNI-7394-2008-6.5) @Rp.754,390.00Rp754,390.00210.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp3,174,150.0015.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp3,117,450.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp7,083,230.00SNI-7394-2008-A.21Balok Lantai 13/13 cm, Pebesian 210 Kg/M3, Cetakan 15 M21.000M3Beton Cor K.175 (SNI-7394-2008-6.5) @Rp.25,200.00Rp25,200.00210.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.754,390.00Rp158,421,900.0015.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.585,000.00Rp8,775,000.001.000LsMembongkar Dan Meniram Beton @Rp.2,021,850.00Rp2,021,850.00JumlahRp169,243,950.00

SNI-7394-2008-A.13Balok Lantai 30/40 cm, Pebesian 145 Kg/M3, Cetakan 6.67 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0064.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp967,360.0081.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp1,819,665.006.670M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp1,386,226.101.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp5,009,341.10

SNI-7394-2008-A.21Balok Lantai 20/30 cm, Pebesian 101 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0067.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp1,012,705.0035.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp786,275.0010.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp2,078,300.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp4,713,370.00

SNI-7394-2008-A.14aBalok Lantai 13/20 cm, Pebesian 172 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0072.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp1,088,280.00100.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00Rp2,246,500.0010.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp2,078,300.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp6,249,170.00

SNI-7394-2008-A.15Balok Lantai 18/30 cm, Pebesian 185 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00185.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp2,796,275.0010.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp2,078,300.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp5,710,665.00

SNI-7394-2008-A.16Balok Bordes 13/30 cm, Pebesian 227 Kg/M3, Cetakan 15 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00227.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp3,431,105.0015.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp3,117,450.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp7,384,645.00

SNI-7394-2008-A.17Tangga Beton 13/30 cm, Pebesian 140 Kg/M3, Cetakan 8 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00140.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp2,116,100.008.000M2Bekisting Tangga (SNI-7394-2008-6.26) @Rp.187,430.00Rp1,499,440.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp4,451,630.00

SNI-7394-2008-A.18Plat Lantai t = 12, Pebesian 80 Kg/M3, Cetakan 8 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0080.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp1,209,200.008.000M2Bekisting Plat Lantai (SNI-7394-2008-6.24) @Rp.465,230.00Rp3,721,840.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp5,767,130.00

SNI-7394-2008-A.19Dack Tebal 10 cm, Pebesian 100 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00100.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp1,511,500.0010.000M2Bekisting Plat Lantai (SNI-7394-2008-6.24) @Rp.465,230.00Rp4,652,300.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp6,999,890.00

SNI-7394-2008-A.20Ring Balk 25/45, Pebesian 138 Kg/M3, Cetakan 8 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00138.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp2,085,870.008.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp1,662,640.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp4,584,600.00

SNI-7394-2008-A.30Ring Balk 15/20, Pebesian 214 Kg/M3, Cetakan 13.33 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00214.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp3,234,610.000.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.000.013.330M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp2,770,373.901.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp6,841,073.90SNI-7394-2008-A.32Ring Balk 18/25, Pebesian 163 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.00163.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp2,463,745.000.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.00010.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp2,078,300.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp5,378,135.00SNI-7394-2008-A.24Balok Top Gevel 13/13, Pembesian 243 Kg/M3, Cetakan 10 M21.000M3Beton Cor K.225 (SNI-7394-2008-6.7) @Rp.798,850.00Rp798,850.0097.000KgBesi Polos (SNI-7394-2008-6.17) @Rp.15,115.00Rp1,466,155.00146.000KgBesi Ulir (SNI-7394-2008-6.17a) @Rp.22,465.003,279,890.00010.000M2Bekisting Balok (SNI-7394-2008-6.23) @Rp.207,830.00Rp2,078,300.001.000LsMembongkar Dan Meniram Beton @Rp.37,240.00Rp37,240.00JumlahRp7,660,435.00SNI-7393-2008-6.111 M Kusen Pintu/Jendela dari Alumunum1.100MProfil Alumunium @Rp.40,000.00Rp44,000.002.000BhSkrup Fixer @Rp.750.00Rp1,500.000.060TubeSealand @Rp.7,500.00Rp450.000.0043OHKepala Tukang @Rp.90,000.00Rp387.000.043OHTukang @Rp.85,000.00Rp3,655.000.0021OHMandor @Rp.80,000.00Rp168.000.430OHPekerja @Rp.70,000.00Rp30,100.00JumlahRp80,260.00

SNI-DT-0011-2007-6.11 M3 Kayu untuk Kusen Pintu dan Jendela,Kayu Kelas I1.200M3Kayu Kelas I @Rp.4,500,000.00Rp5,400,000.001.250KgPaku Kayu @Rp.18,000.00Rp22,500.001.000KgLem Kayu @Rp.20,000.00Rp20,000.002.000OHKepala Tukang @Rp.90,000.00Rp180,000.0020.000OHTukang @Rp.85,000.00Rp1,700,000.000.300OHMandor @Rp.80,000.00Rp24,000.006.000OHPekerja @Rp.70,000.00Rp420,000.00JumlahRp7,766,500.00

SNI-3434-2008-6.21 M3 Kayu untuk Kusen Pintu dan Jendela,Kayu Kelas II1.200M3Kayu Kelas II @Rp.4,000,000.00Rp4,800,000.001.250KgPaku Kayu @Rp.18,000.00Rp22,500.001.000KgLem Kayu @Rp.20,000.00Rp20,000.001.800OHKepala Tukang @Rp.90,000.00Rp162,000.0018.000OHTukang @Rp.85,000.00Rp1,530,000.000.300OHMandor @Rp.80,000.00Rp24,000.006.000OHPekerja @Rp.70,000.00Rp420,000.00JumlahRp6,978,500.00

SNI-DT-91-0011-2007-6.101 M2 Memasang Jelisi Kusen, Kayu Klas I0.040M3Kayu Kelas I @Rp.4,500,000.00Rp180,000.000.150KgPaku Kayu @Rp.18,000.00Rp2,700.000.200OHKepala Tukang @Rp.90,000.00Rp18,000.002.000OHTukang @Rp.85,000.00Rp170,000.000.025OHMandor @Rp.80,000.00Rp2,000.000.500OHPekerja @Rp.70,000.00Rp35,000.00JumlahRp407,700.00SNI-DT-91-0011-2007-6.51 M2 Membuat dan Memasang Kusen Pintu dan Jendela Kaca,Kayu Kelas I0.040KgPapan Kayu @Rp.4,000,000.00Rp160,000.000.500OHLem Kayu @Rp.20,000.00Rp10,000.001.000OHPekerja @Rp.70,000.00Rp70,000.002.500OHTukang @Rp.85,000.00Rp212,500.000.250OHKepala Tukang @Rp.90,000.00Rp22,500.000.050OHMandor @Rp.80,000.00Rp4,000.00JumlahRp479,000.00

SNI-DT-91-0011-2007-6.61 M2 Membuat dan Memasang Kusen Pintu dan Jendela Kaca,Kayu Kelas I0.020M3Papan Kayu Kelas I @Rp.4,500,000.00Rp90,000.003.000KgPaku Kayu @Rp.18,000.00Rp54,000.000.200OHKepala Tukang @Rp.90,000.00Rp18,000.002.000OHTukang @Rp.85,000.00Rp170,000.000.040OHMandor @Rp.80,000.00Rp3,200.000.800OHPekerja @Rp.70,000.00Rp56,000.00JumlahRp391,200.00

SNI-DT-91-0011-2007-6.151 M3 Gordeng, Kayu Kelas II1.100M3Balok Kayu Kelas II @Rp.3,900,000.00Rp4,290,000.003.000KgPaku Kayu @Rp.18,000.00Rp54,000.000.720OHKepala Tukang @Rp.90,000.00Rp64,800.007.200OHTukang @Rp.85,000.00Rp612,000.000.120OHMandor @Rp.80,000.00Rp9,600.002.400OHPekerja @Rp.70,000.00Rp168,000.00JumlahRp5,198,400.00

SNI-3434-2008-6.201 M2 Rangka Langit-langit (60 x 60) cm, Plat Rangka Gypsum1.100MPlat Rangka Gypsum @Rp.50,000.00Rp55,000.000.250KgPaku Skrup @Rp.25,000.00Rp6,250.000.030OHKepala Tukang @Rp.90,000.00Rp2,700.000.300OHTukang @Rp.85,000.00Rp25,500.000.010OHMandor @Rp.80,000.00Rp800.000.200OHPekerja @Rp.70,000.00Rp14,000.00JumlahRp104,250.00

SNI-3434-2002-6.281 M3 Rangka Konstruksi Perkayuan Kuda-kuda Kayu Klas I1.100M3Kuda-kuda kayu Klas I @Rp.4,500,000.00Rp4,950,000.000.800KgPaku Kayu @Rp.18,000.00Rp14,400.004.000OHKepala Tukang @Rp.90,000.00Rp360,000.0012.000OHTukang @Rp.85,000.00Rp1,020,000.000.200OHMandor @Rp.80,000.00Rp16,000.001.200OHPekerja @Rp.70,000.00Rp84,000.00JumlahRp6,444,400.00

SNI-3434-2008-6.211 M Papan Lisplank, Kayu Kelas II0.0108M3Papan Lisplank, Kayu Kelas II @Rp.4,000,000.00Rp43,200.000.100KgPaku Kayu @Rp.18,000.00Rp1,800.000.020OHKepala Tukang @Rp.90,000.00Rp1,800.000.200OHTukang @Rp.85,000.00Rp17,000.000.005OHMandor @Rp.80,000.00Rp400.000.100OHPekerja @Rp.70,000.00Rp7,000.00JumlahRp71,200.00

SNI-7395-2008-6.34s1 M2 Lantai Keramik 40 x 40 cm (Tekstur)1.060M2Keramik Lantai 40 x 40 cm (Tekstur) @Rp.60,000.00Rp63,600.008.190KgSemen Porland @Rp.1,250.00Rp10,237.500.045M3Pasir Pasangan @Rp.130,000.00Rp5,850.001.620KgSemen Putih ( Warna ) @Rp.2,500.00Rp4,050.000.035OHKepala Tukang @Rp.90,000.00Rp3,150.000.350OHTukang @Rp.85,000.00Rp29,750.000.350OHMandor @Rp.80,000.00Rp28,000.000.700OHPekerja @Rp.70,000.00Rp49,000.00JumlahRp193,637.50SNI-7395-2008-6.341 M2 Lantai Keramik 40 x 40 cm1.060M2Keramik Lantai 40 x 40 cm @Rp.55,000.00Rp58,300.008.190KgSemen Porland @Rp.1,250.00Rp10,237.500.045M3Pasir Pasangan @Rp.130,000.00Rp5,850.001.620KgSemen Putih ( Warna ) @Rp.2,500.00Rp4,050.000.035OHKepala Tukang @Rp.90,000.00Rp3,150.000.350OHTukang @Rp.85,000.00Rp29,750.000.350OHMandor @Rp.80,000.00Rp28,000.000.700OHPekerja @Rp.70,000.00Rp49,000.00JumlahRp188,337.50

SNI-7395-2008-6.351 M2 Lantai Keramik 30 x 30 cm1.060M2Keramik Lantai 30 x 30 cm @Rp.60,000.00Rp63,600.0010.000KgSemen Porland @Rp.1,250.00Rp12,500.000.045M3Pasir Pasangan @Rp.130,000.00Rp5,850.001.500KgSemen Putih ( Warna ) @Rp.2,500.00Rp3,750.000.035OHKepala Tukang @Rp.90,000.00Rp3,150.000.350OHTukang @Rp.85,000.00Rp29,750.000.035OHMandor @Rp.80,000.00Rp2,800.000.700OHPekerja @Rp.70,000.00Rp49,000.00JumlahRp170,400.00

SNI-7395-2008-6.36s1 M2 Lantai Keramik 20 x 20 cm (Tekstur)1.060M2Keramik Lantai 20 x 20 cm (Tekstur) @Rp.47,000.00Rp49,820.0010.400KgSemen Porland @Rp.1,250.00Rp13,000.000.045M3Pasir Pasangan @Rp.130,000.00Rp5,850.001.620KgSemen Putih ( Warna ) @Rp.2,500.00Rp4,050.000.035OHKepala Tukang @Rp.90,000.00Rp3,150.000.350OHTukang @Rp.85,000.00Rp29,750.000.035OHMandor @Rp.80,000.00Rp2,800.000.700OHPekerja @Rp.70,000.00Rp49,000.00JumlahRp157,420.00SNI-7395-2008-6.361 M2 Lantai Keramik 20 x 20 cm 1.060M2Keramik Lantai 20 x 20 cm @Rp.45,000.00Rp47,700.0010.400KgSemen Porland @Rp.1,250.00Rp13,000.000.045M3Pasir Pasangan @Rp.130,000.00Rp5,850.001.620KgSemen Putih ( Warna ) @Rp.2,500.00Rp4,050.000.035OHKepala Tukang @Rp.90,000.00Rp3,150.000.350OHTukang @Rp.85,000.00Rp29,750.000.035OHMandor @Rp.80,000.00Rp2,800.000.700OHPekerja @Rp.70,000.00Rp49,000.00JumlahRp155,300.00

SNI-7395-2008-6.39a1 M2 Lantai Keramik 10 x 10 cm 1.060M2Keramik Bak 10 x 10 cm @Rp.45,000.00Rp47,700.001.140KgSemen Porland @Rp.1,250.00Rp1,425.000.003M3Pasir Pasangan @Rp.130,000.00Rp390.000.025KgSemen Putih ( Warna ) @Rp.2,500.00Rp62.500.009OHKepala Tukang @Rp.90,000.00Rp810.000.090OHTukang @Rp.85,000.00Rp7,650.000.005OHMandor @Rp.80,000.00Rp400.000.090OHPekerja @Rp.70,000.00Rp6,300.00JumlahRp64,737.50

SNI-7395-2008-6.541 M2 Dinding Keramik 20 x 25 cm 1.060M2Keramik Dinding 20 x 25 cm @Rp.55,000.00Rp58,300.009.300KgSemen Porland @Rp.1,250.00Rp11,625.000.018M3Pasir Pasangan @Rp.130,000.00Rp2,340.001.940KgSemen Putih ( Warna ) @Rp.2,500.00Rp4,850.000.045OHKepala Tukang @Rp.90,000.00Rp4,050.000.450OHTukang @Rp.85,000.00Rp38,250.000.450OHMandor @Rp.80,000.00Rp36,000.000.600OHPekerja @Rp.70,000.00Rp42,000.00JumlahRp197,415.00

SNI-2839-2008-6.51 M2 Langit-langit Plywood tebal 4 mm0.375LbrPlywood Tebal 4 mm @Rp.70,000.00Rp26,250.000.030KgPaku Tripleks @Rp.20,000.00Rp600.000.010OHKepala Tukang @Rp.90,000.00Rp900.000.100OHTukang @Rp.85,000.00Rp8,500.000.005OHMandor @Rp.80,000.00Rp400.000.100OHPekerja @Rp.70,000.00Rp7,000.00JumlahRp43,650.00

SNI-2839-2008-6.71 M2 Langit-langit Gypsum Board tebal 9 mm0.364LbrGypsum Board tebal 9 mm @Rp.65,000.00Rp23,660.000.110KgPaku Skrup @Rp.25,000.00Rp2,750.000.005OHKepala Tukang @Rp.90,000.00Rp450.000.050OHTukang @Rp.85,000.00Rp4,250.000.005OHMandor @Rp.80,000.00Rp400.000.100OHPekerja @Rp.70,000.00Rp7,000.00JumlahRp38,510.00

SNI-2839-2008-6.81 M List Gypsum Profil1.050MList Gypsum Profil @Rp.9,500.00Rp9,975.000.150KgTepung Gypsum @Rp.15,000.00Rp2,250.000.006OHKepala Tukang @Rp.90,000.00Rp540.000.060OHTukang @Rp.85,000.00Rp5,100.000.003OHMandor @Rp.80,000.00Rp240.000.060OHPekerja @Rp.70,000.00Rp4,200.00JumlahRp22,305.00

SNI-2839-2008-6.101 M List Langit-langit Kayu Profil1.050MList Kayu Profil @Rp.18,000.00Rp18,900.000.010KgPaku Kayu @Rp.18,000.00Rp180.000.005OHKepala Tukang @Rp.90,000.00Rp450.000.050OHTukang @Rp.85,000.00Rp4,250.000.003OHMandor @Rp.80,000.00Rp240.000.050OHPekerja @Rp.70,000.00Rp3,500.00JumlahRp27,520.00

SNI-03-3436-6.32.H1 M2 Atap Seng Genteng Metal1.100M2Seng Genteng Metal @Rp.65,000.00Rp71,500.000.010KgPaku Seng Metal @Rp.22,000.00Rp220.000.010OHKepala Tukang @Rp.90,000.00Rp900.000.100OHTukang @Rp.85,000.00Rp8,500.000.010OHMandor @Rp.80,000.00Rp800.000.200OHPekerja @Rp.70,000.00Rp14,000.00JumlahRp95,920.00

SNI-03-3436-6.36.H1 M2 Rabung Seng Genteng Metal1.100MRabung Seng Genteng Metal @Rp.45,000.00Rp49,500.000.050KgPaku Seng Metal @Rp.22,000.00Rp1,100.000.015OHKepala Tukang @Rp.90,000.00Rp1,350.000.150OHTukang @Rp.85,000.00Rp12,750.000.013OHMandor @Rp.80,000.00Rp1,040.000.250OHPekerja @Rp.70,000.00Rp17,500.00JumlahRp83,240.00

SNI-03-Cat-6.8.H1 M2 Mengecat Bidang Kayu Baru 1 Lapis Dempul, 1 Lapis Cat Dasar 2 Lapis Cat Penutup0.200KgCat Manie @Rp.25,000.00Rp5,000.000.150KgDempul @Rp.30,000.00Rp4,500.000.170KgCat Kayu Dasar @Rp.30,000.00Rp5,100.000.200KgCat Kayu Penutup 2x @Rp.53,000.00Rp10,600.000.006OHKepala Tukang @Rp.90,000.00Rp540.000.009OHTukang @Rp.85,000.00Rp765.000.003OHMandor @Rp.80,000.00Rp240.000.070OHPekerja @Rp.70,000.00Rp4,900.00JumlahRp31,645.00

PT. T-38-2008-C-B81 M2 Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar 2 lapis cat penutup0.2000KgMinyak cat @Rp.32,000.00Rp6,400.000.1500KgDempul Kayu @Rp.30,000.00Rp4,500.000.1700KgCat Dasar @Rp.30,000.00Rp5,100.000.2600KgCat Kayu Mengkilat @Rp.53,000.00Rp13,780.000.0090OHTukang @Rp.85,000.00Rp765.000.0025OHMandor @Rp.80,000.00Rp200.000.0060OHKepala Tukang @Rp.90,000.00Rp540.000.0700OHPekerja @Rp.70,000.00Rp4,900.00JumlahRp36,185.00SNI-03-Cat-6.14.H1 M2 Mengecat Tembok Baru 1 Lapis Plamir, 1 Lapis Cat Dasar 2 Lapis Cat Penutup0.100KgPlamir @Rp.25,000.00Rp2,500.000.100KgCat Tembok Dasar @Rp.30,000.00Rp3,000.000.260KgCat Tembok Penutup 2x @Rp.30,000.00Rp7,800.000.006OHKepala Tukang @Rp.90,000.00Rp540.000.009OHTukang @Rp.85,000.00Rp765.000.063OHMandor @Rp.80,000.00Rp5,040.000.003OHKepala Tukang @Rp.80,000.00Rp240.000.020OHPekerja @Rp.70,000.00Rp1,400.00JumlahRp21,285.00

SNI-3434-2008-6.201 M2 Rangka Langit-Langit1.011M3Kayu Plafond 5/5 @Rp.21,000.00Rp21,231.000.250KgPaku Kayu @Rp.18,000.00Rp4,500.000.030KgKepala Tukang @Rp.90,000.00Rp2,700.000.300OHTukang @Rp.85,000.00Rp25,500.000.010OHMandor @Rp.80,000.00Rp800.000.200OHPekerja @Rp.70,000.00Rp14,000.00JumlahRp68,731.00

SNI-03-K&K-2002-6.31 Unit Kunci Tanam1.000UnitKunci Tanam @Rp.125,000.00Rp125,000.000.005KgKepala Tukang @Rp.90,000.00Rp450.000.500OHTukang @Rp.85,000.00Rp42,500.000.013OHMandor @Rp.80,000.00Rp1,040.000.005OHPekerja @Rp.70,000.00Rp350.00JumlahRp169,340.00

SNI-03-K&K-2002-6.41 Unit Engsel Pintu1.000UnitEngsel Pintu @Rp.8,500.00Rp8,500.000.015KgKepala Tukang @Rp.90,000.00Rp1,350.000.150OHTukang @Rp.85,000.00Rp12,750.000.008OHMandor @Rp.80,000.00Rp640.000.015OHPekerja @Rp.70,000.00Rp1,050.00JumlahRp24,290.00

SNI-03-K&K-2002-6.51 Unit Engsel Jendela1.000UnitEngsel Jendela @Rp.7,500.00Rp7,500.000.010KgKepala Tukang @Rp.90,000.00Rp900.000.100OHTukang @Rp.85,000.00Rp8,500.000.005OHMandor @Rp.80,000.00Rp400.000.010OHPekerja @Rp.70,000.00Rp700.00JumlahRp18,000.00

SNI-03-K&K-2002-6.61 Unit Hak Angin Jendela1.000UnitHak Angin @Rp.6,000.00Rp6,000.000.015KgKepala Tukang @Rp.90,000.00Rp1,350.000.150OHTukang @Rp.85,000.00Rp12,750.000.001OHMandor @Rp.80,000.00Rp80.000.015OHPekerja @Rp.70,000.00Rp1,050.00JumlahRp21,230.00

SNI-03-K&K-2002-6.71 Unit Tarikan Jendela1.000UnitTarikan Jendela @Rp.6,500.00Rp6,500.000.015KgKepala Tukang @Rp.90,000.00Rp1,350.000.150OHTukang @Rp.85,000.00Rp12,750.000.001OHMandor @Rp.80,000.00Rp80.000.015OHPekerja @Rp.70,000.00Rp1,050.00JumlahRp21,730.00

SNI-03-K&K-2002-6.71 Unit Grendel Jendela1.000UnitGrendel Jendela @Rp.5,000.00Rp5,000.000.020KgKepala Tukang @Rp.90,000.00Rp1,800.000.200OHTukang @Rp.85,000.00Rp17,000.000.0001OHMandor @Rp.80,000.00Rp8.000.020OHPekerja @Rp.70,000.00Rp1,400.00JumlahRp25,208.00

JADWAL PELAKSANAANJADWAL PELAKSANAAN PEKERJAAN

PEKERJAAN: PEMBANGUNAN LANJUTAN ASRAMA PUTRI DAYAH MUQ DARUL IKHSANLOKASI: KEC. TRIENGGADENG- KAB. PIDIE JAYATAHUN ANGGARAN: 2 0 1 4MATA KULIAH: ESTIMASI RENCANA ANGGARAN BIAYA

NoNama PekerjaanVolumeSatuanAnalisaHarga SatuanJumlah hargaBobot (%)Jadwal Pelaksanaan PekerjaanKetBulan IBulan IIBulan IIIBulan IVBulan VBulan VIBulan VIIBulan VIII1. LANTAI IAPEKERJAAN PERSIAPAN1Pembersihan Lapangan1100m2SNI-2835-2002-68Rp11,000.00Rp12,100,000.002Pemasangan Bowplank136.00m'SNI-2835-2002-6.4Rp41,660.00Rp5,665,760.003Direksi Keet1.00LsTaksirRp5,000,000.00Rp5,000,000.004Gudang dan barak kerja1.00LsTaksirRp5,000,000.00Rp5,000,000.00BPEKERJAAN TANAH DAN PONDASI1Galian Tanah Pondasi Tapak Tipe I (180 x 180) a.Galian Tanah Pondasi Tapak 181.116m3SNI-2835-2008-6.3Rp57,330.00Rp10,383,380.28b.Urugan Kembali135.837m3SNI-2835-2008-6.9Rp18,140.00Rp2,464,083.18c.Alas Pasir Bawah Pondasi Tapak4.21m3SNI-2835-2008-6.11Rp171,800.00Rp723,621.60d.Lantai Kerja (Beton Cor)8.424m3SNI-7394-2008-6.4Rp31,200.00Rp262,828.802Galian Tanah Pondasi Tapak Tipe II (140 x 140) a.Galian Tanah Pondasi Tapak 143.276m3SNI-2835-2008-6.3Rp57,330.00Rp8,214,013.08b.Urugan Kembali107.457m3SNI-2835-2008-6.9Rp18,140.00Rp1,949,269.98c.Alas Pasir Bawah Pondasi Tapak3.332m3SNI-2835-2008-6.11Rp171,800.00d.Lantai Kerja (Beton Cor)6.664m3SNI-7394-2008-6.4Rp31,200.00Rp207,916.803Galian Tanah Pondasi Menerus a.Galian Tanah Pondasi Menerus Tipe I (60) cmGalian tanah pondasi menerus9.996m3SNI-2835-2008-6.3Rp57,330.00Rp573,070.68Urugan Kembali2.499m3SNI-2835-2008-6.9Rp18,140.00Alas Pasir Bawah Pondasi Menerus1.482m3SNI-2835-2008-6.11Rp171,800.00Rp254,607.60 Pas. Batu Kosong Pondasi Menerus/ Aanstamping2.96m3SNI-2836-2008-6.9Rp18,140.00Rp53,766.96Pas. Pondasi Batu Gunung147.00m3SNI-2836-2008-6.3Rp57,330.00- Timbunan Tanah di bawah lantai124.08m3SNI-2835-2008-6.9Rp18,140.00Rp2,250,811.20- Pasir urug dibawah lantai13.200m3SNI-2835-2008-6.11Rp171,800.00- Spesi dibawah lantai7.92m3SNI-2835-2008-6.11Rp171,800.00Rp1,360,656.00b.Galian Tanah Pondasi Menerus Tipe II (80) cmGalian tanah pondasi menerus2.304m3SNI-2835-2008-6.3Rp57,330.00Rp132,088.32Urugan Kembali0.576m3SNI-2835-2008-6.9Rp18,140.00Alas Pasir Bawah Pondasi Menerus0.36m3SNI-2835-2008-6.11Rp57,330.00Rp20,638.80 Pas. Batu Kosong Pondasi Menerus/ Aanstamping0.72m3SNI-2836-2008-6.9Rp18,140.00Rp13,060.80Pas. Pondasi Batu Gunung- Timbunan Tanah di bawah lantai8.9m3SNI-2835-2008-6.9Rp18,140.00Rp161,446.00- Pasir urug dibawah lantai1.000m3SNI-2835-2008-6.11Rp57,330.00- Spesi dibawah lantai0.7m3SNI-2835-2008-6.11Rp57,330.00Rp40,131.00c.Galian Tanah Pondasi Menerus Tipe III (90) cmGalian tanah pondasi menerus87.314m3SNI-2835-2008-6.3Rp57,330.00Rp5,005,711.62Urugan Kembali21.830m3SNI-2835-2008-6.9Rp18,140.00Alas Pasir Bawah Pondasi Menerus12.6m3SNI-2835-2008-6.11Rp57,330.00Rp722,358.00 Pas. Batu Kosong Pondasi Menerus/ Aanstamping25.20m3SNI-2836-2008-6.9Rp18,140.00Rp457,128.00Pas. Pondasi Batu Gunung- Timbunan Tanah di bawah lantai534.6m3SNI-2835-2008-6.11Rp57,330.00Rp30,648,618.00- Pasir urug dibawah lantai54.000m3SNI-2835-2008-6.11Rp18,140.00Rp979,560.00- Spesi dibawah lantai32.4m3SNI-2835-2008-6.11Rp18,140.00Rp587,736.00C.PEKERJAAN BETON BERTULANGBeton Bertulang T. 5 cm0.012m3SNI-7394-2008-6.5Rp754,390.00Rp9,052.68Beton Bertulang T. 45 cm0.162m3SNI-7394-2008-6.7Rp798,850.00Rp129,413.701Pondasi Tapak Tipe I (160 x 160)24.9236m3SNI-7394-2008-A.2aRp3,559,510.00Rp88,715,803.442Pondasi Tapak Tipe II (120 x 120)21.3588m3SNI-7394-2008-A.2Rp3,709,830.00Rp79,237,517.003Sloof - Sloof 30/4041.616m3SNI-7394-2008-A.15Rp369,040.00Rp15,357,968.64- Sloof 20/252.150m3SNI-7394-2008-A.17Rp369,040.00Rp793,436.00Sloof Gantung Tipe I (30/40)- Galian Tanah 3.08m3SNI-2835-2008-6.3Rp57,330.00Rp176,576.40- Urugan kembali0.77m3SNI-2835-2008-6.9Rp18,140.00Rp13,967.80- Alas pasir0.8m3SNI-2835-2008-6.11Rp57,330.00Rp45,864.00- Aanstamping /batu kosong1.6m3SNI-2836-2008-6.9Rp18,140.00Rp29,024.00Sloof Gantung Tipe II (20/25)- Galian Tanah 0.8m3SNI-2835-2008-6.3Rp57,330.00Rp45,864.00- Urugan kembali0.672m3SNI-2835-2008-6.9Rp18,140.00Rp12,190.08- Alas pasir0.86m3SNI-2835-2008-6.11Rp57,330.00Rp49,303.80- Aanstamping /batu kosong1.72m3SNI-2836-2008-6.9Rp18,140.00Rp31,200.804Kolom- Kolom ukuran 30/4027.06m3SNI-7394-2008-A.5Rp6,126,475.00Rp165,782,413.50- Kolom Praktis ukuran 13/131.186m3SNI-7394-2008-A.7Rp7,799,380.00Rp9,250,064.68D.PEKERJAAN LANTAI1Pasang Lantai Keramik 40 x 40 ( Tekstur)232m2SNI-7395-2008-6.34sRp193,637.50Rp44,923,900.002Pasang Lantai Keramik 40 x 40360m2SNI-7395-2008-6.34Rp188,337.50Rp67,801,500.003Pasang Lantai Keramik 20 x 20 cm (Tekstur)61.6m2SNI-7395-2008-6.36sRp157,420.00Rp9,697,072.004Pasang Lantai Keramik 20 x 20 cm 120m2SNI-7395-2008-6.36Rp155,300.00Rp18,636,000.00E.PEKERJAAN TANGGA1Pondasi Tanggaa.Galian Pondasi Tangga0.29m3SNI-2835-2008-6.1Rp31,200.00Rp8,985.60b.Urugan kembali 1/40.07m3SNI-2835-2008-6.9Rp18,140.00Rp1,306.08c.Tapak Pondasi Tangga0.05m3SNI-2836-2008-6.10Rp741,700.00Rp35,601.60d.Plat Tangga I0.418m3SNI-7394-2008-A.18Rp5,767,130.00Rp2,410,660.34e.Plat Tangga II0.84m3SNI-7394-2008-A.18Rp2,078,300.00Rp1,735,380.50f.Panjang reiling tangga II7.00m'SNI-7394-2008-A.17Rp4,451,630.00Rp31,161,410.00g.Panjang reiling tangga I7.00m'SNI-7394-2008-A.17Rp4,451,630.00Rp31,161,410.002Bordesa.Plat bordes I0.62m3SNI-7394-2008-A.18Rp5,767,130.00Rp3,564,086.34b.Balok Bordes 20/300.53m3SNI-7394-2008-A.16Rp7,384,645.00Rp3,876,938.63c.Keramik di bordes5.81m3SNI-7395-2008-6.35Rp170,400.00Rp989,172.003Tanggaa.Luas anak tangga0.864m3SNI-7395-2008-6.39aRp64,737.50Rp55,933.20b.keramik tangga14.40m2SNI-7395-2008-6.34Rp188,337.50Rp2,712,060.00Pekerjaan Tangga Depan- Galian Tanah2.06m3SNI-2835-2008-6.1Rp31,200.00Rp64,396.80- Alas pasir0.34m3SNI-2835-2008-6.11Rp57,330.00Rp19,721.52- Aanstamping0.69m3SNI-2836-2008-6.9Rp18,140.00Rp12,480.32- Pas. Trasram 1:213.76m2SNI-6897-2008-6.7Rp104,040.00Rp1,431,590.40- Plasteran Transram Bawah tangga teras27.52m3SNI-2837-2008-6.2Rp51,680.00Rp1,422,233.60- Timbunan tanah bawah tangga2.34m3SNI-2835-2008-6.9Rp18,140.00Rp42,429.46F.PEKERJAAN DINDING1Pasangan bata 1:2 Transram - Dinding transram tinggi 40 cm69.68m2SNI-6897-2008-6.7Rp104,040.00Rp7,249,507.20- Dinding transram tinggi 225 cm168.86m2SNI-6897-2008-6.7Rp104,040.00Rp17,567,778.242Pasangan bata 1:4- Dinding pasangan 1/2 bata 1:4 tinggi 330 cm565.92m2SNI-6897-2008-6.9Rp96,565.00Rp54,648,064.80- Dinding pasangan 1/2 bata 1:4 tinggi 145 cm120.51m2SNI-6897-2008-6.9Rp96,565.00Rp11,637,241.28G.PEKERJAAN PLASTERAN1Plasteran dinding 1:4 477.027m2SNI-2837-2008-6.4Rp47,220.002Plasteran dinding Transram 1:31372.86m2SNI-2837-2008-6.3Rp59,810.00Rp82,110,995.84H. PEKERJAAN KUSEN1Kusen Pintu dan daun (P1)a.Kusen Pintu (P1)0.05m3SNI-3434-2008-6.2Rp6,978,500.00Rp331,478.75b.Daun Pintu Kaca (P1)3.40m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,628,600.00c.Jalusi Pintu (P1)0.68m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp277,236.00d.Kaca Jalusi (P1)0.68m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp325,720.002Kusen Pintu dan daun (P2)a.Kusen Pintu (P2)0.65m3SNI-3434-2008-6.2Rp6,978,500.00Rp4,549,982.00b.Daun Pintu Kaca (P2)24.11m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp11,547,732.00c.Jalusi Pintu (P2)4.59m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,872,158.40d.Kaca Jalusi (P2)2.76m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,319,645.00e.Pintu Aluminium (P3)9.00unitSNI-7393-2008-6.11Rp80,260.00Rp722,340.003Kusen Jendela Dan daun (J1)a.Kusen Jendela (J1)1.63m3SNI-DT-0011-2007-6.1Rp80,260.00Rp130,823.80b.Daun Jendela (J1)34.48m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp16,514,004.00c.Kaca Jendela (J1)19.09m2SNI-DT-91-0011-2007-6.5Rp407,700.00Rp7,783,400.70d.Jalusi Jendela (J1)10.71m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp4,366,467.00e.Kaca Jalusi (J1)4.77m3SNI-DT-91-0011-2007-6.5Rp479,000.00Rp2,284,830.004Ventilasia.Kusen Ventilasi (V1)0.26m3SNI-DT-91-0011-2007-6.6Rp391,200.00Rp101,712.00b.Daun Ventilasi (V1)3.52m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,435,104.00c.Kaca Ventilasi (V1)1.92m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp919,680.00I.PEKERJAAN PLAFOND1Rangka Plafond682m2SNI-3434-2008-6.20Rp68,731.00Rp46,874,542.002Pasangan Profil568m'SNI-3434-2008-6.20Rp68,731.00Rp39,039,208.00J.PEKERJAAN PENGECATAN1Pengecatan Lisplank2.79m3SNI-03-Cat-6.14.HRp21,285.00Rp59,385.152Pengecatan Plafond 682.00m3PT. T-38-2008-C-B8Rp36,185.00Rp24,678,170.003Pengecatan Dinding 1849.94m3SNI-03-Cat-6.14.HRp21,285.00Rp39,375,887.764Pengecatan Kusen Pintu (P1) dan (P2)15.58m3SNI-03-Cat-6.14.HRp21,285.00Rp331,620.305Pengecatan Daun Pintu48.45m3PT. T-38-2008-C-B8Rp36,185.00Rp1,753,163.256Pengecatan Jalusi Pintu (P1) dan (P2)11.36m3PT. T-38-2008-C-B8Rp36,185.00Rp411,061.607Pengecatan Kusen Jendela (J1)37.23m3PT. T-38-2008-C-B8Rp36,185.00Rp1,347,167.558Pengecatan Daun Jendela (J1)38.66m3PT. T-38-2008-C-B8Rp36,185.00Rp1,398,839.739Pengecatan Jalusi Jendela (J2)24.14m3PT. T-38-2008-C-B8Rp36,185.00Rp873,505.9010Pengecatan Kusen Ventilasi (V1)8.32m3PT. T-38-2008-C-B8Rp36,185.00Rp301,059.2011Pengecatan Daun Ventilasi (V1)6.64m3PT. T-38-2008-C-B8Rp36,185.00Rp240,268.40K.PEKERJAAN PENGGANTUNG1Pintu dan jalusia.Engsel50UnitSNI-03-K&K-2002-6.4Rp47,220.00Rp2,361,000.00b.Kunci Pintu15UnitSNI-03-K&K-2002-6.3Rp59,810.00Rp897,150.00c.Grandel jalusi Pintu15UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp378,120.002Jendela jalusinyaa.Engsel Jendela102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00b.Engsel Jalusi102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00c.Grandel Jendela51UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp1,285,608.00d.Grandel Jalusi51UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00e.Tarikan jendela51UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00f.Hak Angin Jendela 102UnitSNI-03-K&K-2002-6.6Rp1,050.00Rp107,100.003Ventilasia.Engsel32UnitSNI-03-K&K-2002-6.5Rp68,731.00Rp2,199,392.00b.Grandel Ventilasi16UnitSNI-03-K&K-2002-6.7Rp350.00Rp5,600.00L.MEKANIKAL & ELEKTRIKAL1Intalasi Listrika.Box Panel 60 x 50 cm 1.00BhTaksirRp150,000.00Rp150,000.00b.- Lampu Philiph 45 Watt46.00BhTaksirRp75,000.00Rp3,450,000.00c.- Lampu Philiph 18 Watt8.00BhTaksirRp30,000.00Rp240,000.00d.Saklar Tunggal25.00BhTaksirRp7,500.00Rp187,500.00e.Saklar Double 1.00BhTaksirRp6,000.00Rp6,000.00f.Saklar Triple1.00BhTaksirRp5,000.00Rp5,000.00g- Stop Kontak20.00BhTaksirRp8,000.00Rp160,000.00M.SANITASIa.Bak mandi8.00BhTaksirRp75,000.00Rp600,000.00b.Kloset Jongkok8.00BhTaksirRp250,000.00Rp2,000,000.00c.Kran 12.00BhTaksirRp400,000.00Rp4,800,000.00d.Septitank1.00UnitTaksirRp4,500,000.00Rp4,500,000.00e.Instalasi air bersih1.00UnitTaksirRp2,500,000.00Rp2,500,000.00f.Instalasi air kotor1.00UnitTaksirRp8,000,000.00Rp8,000,000.001. LANTAI IIA.PEKERJAAN BETON 1Koloma.Kolom Praktis ( 30/40 )22.62m3SNI-7394-2008-A.5Rp6,126,475.00Rp138,580,864.50b.Kolom Praktis ( 13/13 )1.34m3SNI-7394-2008-A.7Rp7,799,380.00Rp10,443,369.822Balok Lantaia.Balok Lantai 20/3019.64m3SNI-7394-2008-A.21Rp4,713,370.00Rp92,589,440.28b.Balok Lantai 20/251.75m3SNI-7394-2008-A.17Rp3,725,221.70Rp6,519,137.98c.Balok Lantai 18/250.59m3SNI-7394-2008-A.12Rp7,083,230.00Rp4,207,438.62d.Balok Lantai 18/302.38m3SNI-7394-2008-A.15Rp5,710,665.00Rp13,568,540.04e.Balok Lantai 13/135.73m3SNI-7394-2008-A.21Rp169,243,950.00Rp969,767,833.50f.Balok Lantai 13/200.26m3SNI-7394-2008-A.14aRp6,249,170.00Rp1,624,784.203Plat Lantai 70.80m3SNI-7394-2008-A.18Rp5,767,130.00Rp408,312,804.004Plat Arsitektur3.32m3SNI-7394-2008-A.19Rp6,999,890.00Rp23,208,835.285Ring Balok a.Ring Balok 18/2513.46m3SNI-7394-2008-A.32Rp5,378,135.00Rp72,362,806.43b.Ring Balok 15/201.08m3SNI-7394-2008-A.30Rp6,841,073.90Rp7,388,359.81B.PEKERJAAN LANTAI1Pasang Lantai Keramik 40 x 40 ( Tekstur)154m2SNI-7395-2008-6.34sRp193,637.50Rp29,820,175.002Pasang Lantai Keramik 40 x 40360m2SNI-7395-2008-6.34Rp188,337.50Rp67,801,500.003Pasang Lantai Keramik 20 x 20 cm (Tekstur)51.6m2SNI-7395-2008-6.36sRp157,420.00Rp8,122,872.004Pasang Dinding Keramik 20 x 40 cm120m2SNI-7395-2008-6.36Rp155,300.00Rp18,636,000.00C.PEKERJAAN KUSEN1Kusen Pintu dan daun (P1)a.Kusen Pintu (P1)0.05m3SNI-3434-2008-6.2Rp6,978,500.00Rp331,478.75b.Daun Pintu Kaca (P1)3.40m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,628,600.00c.Jalusi Pintu (P1)0.68m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp277,236.00d.Kaca Jalusi (P1)0.68m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp325,720.002Kusen Pintu dan daun (P2)a.Kusen Pintu (P2)0.65m3SNI-3434-2008-6.2Rp6,978,500.00Rp4,549,982.00b.Daun Pintu Kaca (P2)24.11m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp11,547,732.00c.Jalusi Pintu (P2)4.59m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,872,158.40d.Kaca Jalusi (P2)2.76m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,319,645.00e.Pintu Aluminium (P3)8.00unitSNI-7393-2008-6.11Rp80,260.00Rp642,080.003Kusen Jendela Dan daun (J1)a.Kusen Jendela (J1)1.63m3SNI-DT-0011-2007-6.1Rp80,260.00Rp130,823.80b.Daun Jendela (J1)34.48m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp16,514,004.00c.Kaca Jendela (J1)19.09m2SNI-DT-91-0011-2007-6.5Rp407,700.00Rp7,783,400.70d.Jalusi Jendela (J1)10.71m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp4,366,467.00e.Kaca Jalusi (J1)4.77m3SNI-DT-91-0011-2007-6.5Rp479,000.00Rp2,284,830.004Ventilasia.Kusen Ventilasi (V1)0.26m3SNI-DT-91-0011-2007-6.6Rp391,200.00Rp101,712.00b.Daun Ventilasi (V1)3.52m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,435,104.00c.Kaca Ventilasi (V1)1.92m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp919,680.00D.PEKERJAAN DINDING1Pasangan bata 1:2 Transram 153.46m2SNI-6897-2008-6.9Rp96,565.00Rp14,818,478.642Pasangan Bata 1:4685.04m2SNI-6897-2008-6.9Rp96,565.00Rp66,150,501.343Pasangan dinding bata kuda kuda samping42.46m2SNI-3434-2002-6.28Rp6,444,400.00Rp273,603,446.40E.PEKERJAAN PLASTERANa.Plasteran Dinding Transram 1:2306.91m2SNI-2837-2008-6.4Rp47,220.00Rp14,492,384.64b.Plasteran Dinding 1:41285.15m2SNI-2837-2008-6.3Rp59,810.00Rp76,864,941.12F.PEKERJAAN PLAFOND1Rangka Plafond594.00m2SNI-3434-2008-6.20Rp68,731.00Rp40,826,214.002Profil Kayu549.00m'SNI-3434-2008-6.20Rp68,731.00Rp37,733,319.00G.PEKERJAAN ATAP1Pekerjaan Top Gevel0.60m3TaksirRp6,500.00Rp3,926.002Pekerjaan Luas Rangka Kuda kuda Baja Ringana.Kuda kuda utama656.04m2SNI-3434-2002-6.28Rp6,444,400.00Rp4,227,784,176.00b.Lisplank Kuda kuda utama (2/28) cm125.32m'SNI-3434-2008-6.21Rp71,200.00Rp8,922,784.00H. PEKERJAAN PENGECATAN1Pengecatan Plafond 594.00m2SNI-03-Cat-6.14.HRp21,285.00Rp12,643,290.002Pengecatan Dinding 1592.06m2PT. T-38-2008-C-B8Rp36,185.00Rp57,608,835.843Pengecatan Kusen Pintu (P1) dan (P2)15.58m2SNI-03-Cat-6.14.HRp21,285.00Rp331,620.304Pengecatan Daun Pintu48.45m2SNI-03-Cat-6.14.HRp21,285.00Rp1,031,258.255Pengecatan Jalusi Pintu (P1) dan (P2)11.36m2PT. T-38-2008-C-B8Rp36,185.00Rp411,061.606Pengecatan Kusen Jendela (J1)37.23m2PT. T-38-2008-C-B8Rp36,185.00Rp1,347,167.557Pengecatan Daun Jendela (J1)38.66m2PT. T-38-2008-C-B8Rp36,185.00Rp1,398,839.738Pengecatan Jalusi Jendela (J2)24.14m2PT. T-38-2008-C-B8Rp36,185.00Rp873,505.909Pengecatan Kusen Ventilasi (V1)8.32m2PT. T-38-2008-C-B8Rp36,185.00Rp301,059.2010Pengecatan Daun Ventilasi (V1)6.64m2PT. T-38-2008-C-B8Rp36,185.00Rp240,268.40I.PEKERJAAN PENGGANTUNG1Pintu dan jalusia.Engsel48UnitSNI-03-K&K-2002-6.4Rp47,220.00Rp2,266,560.00b.Kunci Pintu15UnitSNI-03-K&K-2002-6.3Rp59,810.00Rp897,150.00c.Grandel jalusi 23UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp579,784.002Jendela jalusinyaa.Engsel Jendela102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00b.Engsel Jalusi102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00c.Grandel Jendela51UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp1,285,608.00d.Grandel Jalusi51UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00e.Tarikan jendela51UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00f.Hak Angin Jendela 102UnitSNI-03-K&K-2002-6.6Rp1,050.00Rp107,100.003Ventilasia.Engsel32UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp576,000.00b.Grandel Ventilasi16UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp288,000.00J.PEKERJAAN MEKANIKAL DAN ELEKTRIKAL1Intalasi Listrik2Box Panel 60 x 50 cm 1.00BhTaksirRp150,000.00Rp150,000.003Saklar Double 24.00BhTaksirRp6,000.00Rp144,000.004Lampu Philips 18 Watt3.00BhTaksirRp30,000.00Rp90,000.005- Lampu Philiph 45 Watt46.00BhTaksirRp75,000.00Rp3,450,000.006Saklar Tunggal8.00BhTaksirRp7,500.00Rp60,000.007- Stop Kontak20.00BhTaksirRp8,000.00Rp160,000.00KPEKERJAAN SANITASIa.Bak mandi8.00BhTaksirRp75,000.00Rp600,000.00b.Kloset Jongkok8.00BhTaksirRp250,000.00Rp2,000,000.00c.Kran 8.00BhTaksirRp400,000.00Rp3,200,000.00Total HargaRp7,889,759,736.47Kemajuan Pekerjaan BulananKemajuan Pekerjaan Komulatif

DURASIR E N C A N A A N G G A R A N B I A Y A( R A B )

PEKERJAAN: PEMBANGUNAN LANJUTAN ASRAMA PUTRI DAYAH MUQ DARUL IKHSANLOKASI: KEC. TRIENGGADENG- KAB. PIDIE JAYATAHUN ANGGARAN: 2 0 1 4MATA KULIAH: ESTIMASI RENCANA ANGGARAN BIAYANoNama PekerjaanSimbolVolumeSatuanDurasiAnalisaHarga SatuanJumlah harga1. LANTAI IAPEKERJAAN PERSIAPAN1Pembersihan LapanganA11100m23SNI-2835-2002-68Rp11,000.00Rp12,100,000.002Pemasangan BowplankA2136.00m'2SNI-2835-2002-6.4Rp41,660.00Rp5,665,760.003Direksi KeetA31.00Ls1TaksirRp5,000,000.00Rp5,000,000.004Gudang dan barak kerjaA41.00Ls2TaksirRp5,000,000.00Rp5,000,000.00BPEKERJAAN TANAH DAN PONDASI1Galian Tanah Pondasi Tapak Tipe I (180 x 180) a.Galian Tanah Pondasi Tapak B1181.116m37SNI-2835-2008-6.3Rp57,330.00Rp10,383,380.28b.Urugan KembaliB2135.837m34SNI-2835-2008-6.9Rp18,140.00Rp2,464,083.18c.Alas Pasir Bawah Pondasi TapakB34.21m33SNI-2835-2008-6.11Rp171,800.00Rp723,621.60d.Lantai Kerja (Beton Cor)B48.424m33SNI-7394-2008-6.4Rp31,200.00Rp262,828.802Galian Tanah Pondasi Tapak Tipe II (140 x 140) a.Galian Tanah Pondasi Tapak B5143.276m37SNI-2835-2008-6.3Rp57,330.00Rp8,214,013.08b.Urugan KembaliB6107.457m34SNI-2835-2008-6.9Rp18,140.00Rp1,949,269.98c.Alas Pasir Bawah Pondasi TapakB73.332m33SNI-2835-2008-6.11Rp171,800.00Rp572,437.60d.Lantai Kerja (Beton Cor)B86.664m33SNI-7394-2008-6.4Rp31,200.00Rp207,916.803Galian Tanah Pondasi Menerus a.Galian Tanah Pondasi Menerus Tipe I (60) cmGalian tanah pondasi menerusB109.996m33SNI-2835-2008-6.3Rp57,330.00Rp573,070.68Urugan KembaliB112.499m33SNI-2835-2008-6.9Rp18,140.00Rp45,331.86Alas Pasir Bawah Pondasi MenerusB121.482m33SNI-2835-2008-6.11Rp171,800.00Rp254,607.60 Pas. Batu Kosong Pondasi Menerus/ AanstampingB132.96m38SNI-2836-2008-6.9Rp18,140.00Rp53,766.96Pas. Pondasi Batu Gunung- Timbunan Tanah di bawah lantaiB14124.08m37SNI-2835-2008-6.9Rp18,140.00Rp2,250,811.20- Pasir urug dibawah lantaiB1513.200m37SNI-2835-2008-6.11Rp171,800.00Rp2,267,760.00- Spesi dibawah lantaiB167.92m33SNI-2835-2008-6.11Rp171,800.00Rp1,360,656.00b.Galian Tanah Pondasi Menerus Tipe II (80) cmGalian tanah pondasi menerusB172.304m33SNI-2835-2008-6.3Rp57,330.00Rp132,088.32Urugan KembaliB180.576m33SNI-2835-2008-6.9Rp18,140.00Rp10,448.64Alas Pasir Bawah Pondasi MenerusB190.36m33SNI-2835-2008-6.11Rp171,800.00Rp61,848.00 Pas. Batu Kosong Pondasi Menerus/ AanstampingB200.72m38SNI-2836-2008-6.9Rp18,140.00Rp13,060.80Pas. Pondasi Batu Gunung- Timbunan Tanah di bawah lantaiB218.9m37SNI-2835-2008-6.9Rp18,140.00Rp161,446.00- Pasir urug dibawah lantaiB221.000m37SNI-2835-2008-6.11Rp171,800.00Rp171,800.00- Spesi dibawah lantaiB230.7m33SNI-2835-2008-6.11Rp57,330.00Rp40,131.00c.Galian Tanah Pondasi Menerus Tipe III (90) cmGalian tanah pondasi menerusB2487.314m33SNI-2835-2008-6.3Rp57,330.00Rp5,005,711.62Urugan KembaliB2521.830m33SNI-2835-2008-6.9Rp18,140.00Rp395,987.13Alas Pasir Bawah Pondasi MenerusB2612.6m33SNI-2835-2008-6.11Rp171,800.00Rp2,164,680.00 Pas. Batu Kosong Pondasi Menerus/ AanstampingB2725.20m38SNI-2836-2008-6.9Rp18,140.00Rp457,128.00Pas. Pondasi Batu Gunung- Timbunan Tanah di bawah lantaiB28534.6m37SNI-2835-2008-6.11Rp171,800.00Rp91,844,280.00- Pasir urug dibawah lantaiB2954.000m37SNI-2835-2008-6.11Rp18,140.00Rp979,560.00- Spesi dibawah lantaiB3032.4m33SNI-2835-2008-6.11Rp18,140.00Rp587,736.00C.PEKERJAAN BETON BERTULANGBeton Bertulang T. 5 cmC10.012m33SNI-7394-2008-6.5Rp754,390.00Rp9,052.68Beton Bertulang T. 45 cmC20.162m33SNI-7394-2008-6.7Rp798,850.00Rp129,413.701Pondasi Tapak Tipe I (160 x 160)C324.9236m38SNI-7394-2008-A.2aRp3,559,510.00Rp88,715,803.442Pondasi Tapak Tipe II (120 x 120)C421.3588m38SNI-7394-2008-A.2Rp3,709,830.00Rp79,237,517.003Sloof - Sloof 30/40C541.616m37SNI-7394-2008-A.15Rp369,040.00Rp15,357,968.64- Sloof 20/25C62.150m37SNI-7394-2008-A.17Rp369,040.00Rp793,436.00Sloof Gantung Tipe I (30/40)- Galian Tanah C73.08m31SNI-2835-2008-6.3Rp57,330.00Rp176,576.40- Urugan kembaliC80.77m31SNI-2835-2008-6.9Rp18,140.00Rp13,967.80- Alas pasirC90.8m31SNI-2835-2008-6.11Rp171,800.00Rp137,440.00- Aanstamping /batu kosongC101.6m32SNI-2836-2008-6.9Rp18,140.00Rp29,024.00Sloof Gantung Tipe II (20/25)- Galian Tanah C110.8m31SNI-2835-2008-6.3Rp57,330.00Rp45,864.00- Urugan kembaliC120.672m31SNI-2835-2008-6.9Rp18,140.00Rp12,190.08- Alas pasirC130.86m31SNI-2835-2008-6.11Rp171,800.00Rp147,748.00- Aanstamping /batu kosongC141.72m32SNI-2836-2008-6.9Rp18,140.00Rp31,200.804Kolom- Kolom ukuran 30/40C1527.06m310SNI-7394-2008-A.5Rp6,126,475.00Rp165,782,413.50- Kolom Praktis ukuran 13/13C161.186m36SNI-7394-2008-A.7Rp7,799,380.00Rp9,250,064.68D.PEKERJAAN LANTAI1Pasang Lantai Keramik 40 x 40 ( Tekstur)D1232m210SNI-7395-2008-6.34sRp193,637.50Rp44,923,900.002Pasang Lantai Keramik 40 x 40D2360m210SNI-7395-2008-6.34Rp188,337.50Rp67,801,500.003Pasang Lantai Keramik 20 x 20 cm (Tekstur)D361.6m26SNI-7395-2008-6.36sRp157,420.00Rp9,697,072.004Pasang Lantai Keramik 20 x 20 cm D4120m28SNI-7395-2008-6.36Rp155,300.00Rp18,636,000.00E.PEKERJAAN TANGGA1Pondasi Tanggaa.Galian Pondasi TanggaE10.29m31SNI-2835-2008-6.1Rp31,200.00Rp8,985.60b.Urugan kembali 1/4E20.07m31SNI-2835-2008-6.9Rp18,140.00Rp1,306.08c.Tapak Pondasi TanggaE30.05m31SNI-2836-2008-6.10Rp741,700.00Rp35,601.60d.Plat Tangga IE40.418m33SNI-7394-2008-A.18Rp5,767,130.00Rp2,410,660.34e.Plat Tangga IIE50.84m33SNI-7394-2008-A.18Rp2,078,300.00Rp1,735,380.50f.Panjang reiling tangga IIE67.00m'4SNI-7394-2008-A.17Rp4,451,630.00Rp31,161,410.00g.Panjang reiling tangga IE77.00m'4SNI-7394-2008-A.17Rp4,451,630.00Rp31,161,410.002Bordesa.Plat bordes IE80.62m32SNI-7394-2008-A.18Rp5,767,130.00Rp3,564,086.34b.Balok Bordes 20/30E90.53m33SNI-7394-2008-A.16Rp7,384,645.00Rp3,876,938.63c.Keramik di bordesE105.81m32SNI-7395-2008-6.35Rp170,400.00Rp989,172.003Tanggaa.Luas anak tanggaE110.864m32SNI-7395-2008-6.39aRp64,737.50Rp55,933.20b.keramik tanggaE1214.40m23SNI-7395-2008-6.34Rp188,337.50Rp2,712,060.00Pekerjaan Tangga Depan- Galian TanahE132.06m31SNI-2835-2008-6.1Rp31,200.00Rp64,396.80- Alas pasirE140.34m31SNI-2835-2008-6.11Rp171,800.00Rp59,099.20- AanstampingE150.69m31SNI-2836-2008-6.9Rp18,140.00Rp12,480.32- Pas. Trasram 1:2E1613.76m21SNI-6897-2008-6.7Rp104,040.00Rp1,431,590.40- Plasteran Transram Bawah tangga terasE1727.52m33SNI-2837-2008-6.2Rp51,680.00Rp1,422,233.60- Timbunan tanah bawah tanggaE182.34m32SNI-2835-2008-6.9Rp18,140.00Rp42,429.46F.PEKERJAAN DINDING1Pasangan bata 1:2 Transram - Dinding transram tinggi 40 cmF169.68m21SNI-6897-2008-6.7Rp104,040.00Rp7,249,507.20- Dinding transram tinggi 225 cmF2168.86m23SNI-6897-2008-6.7Rp104,040.00Rp17,567,778.242Pasangan bata 1:4- Dinding pasangan 1/2 bata 1:4 tinggi 330 cmF3565.92m27SNI-6897-2008-6.9Rp96,565.00Rp54,648,064.80- Dinding pasangan 1/2 bata 1:4 tinggi 145 cmF4120.51m23SNI-6897-2008-6.9Rp96,565.00Rp11,637,241.28G.PEKERJAAN PLASTERAN1Plasteran dinding 1:4 G1477.027m23SNI-2837-2008-6.4Rp47,220.002Plasteran dinding Transram 1:3G21372.86m28SNI-2837-2008-6.3Rp59,810.00Rp82,110,995.84H. PEKERJAAN KUSEN1Kusen Pintu dan daun (P1)a.Kusen Pintu (P1)H10.05m3SNI-3434-2008-6.2Rp6,978,500.00Rp331,478.75b.Daun Pintu Kaca (P1)H23.40m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,628,600.00c.Jalusi Pintu (P1)H30.68m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp277,236.00d.Kaca Jalusi (P1)H40.68m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp325,720.002Kusen Pintu dan daun (P2)a.Kusen Pintu (P2)H50.65m3SNI-3434-2008-6.2Rp6,978,500.00Rp4,549,982.00b.Daun Pintu Kaca (P2)H624.11m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp11,547,732.00c.Jalusi Pintu (P2)H74.59m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,872,158.40d.Kaca Jalusi (P2)H82.76m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,319,645.00e.Pintu Aluminium (P3)H99.00unitSNI-7393-2008-6.11Rp80,260.00Rp722,340.003Kusen Jendela Dan daun (J1)a.Kusen Jendela (J1)H101.63m3SNI-DT-0011-2007-6.1Rp80,260.00Rp130,823.80b.Daun Jendela (J1)H1134.48m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp16,514,004.00c.Kaca Jendela (J1)H1219.09m2SNI-DT-91-0011-2007-6.5Rp407,700.00Rp7,783,400.70d.Jalusi Jendela (J1)H1310.71m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp4,366,467.00e.Kaca Jalusi (J1)H144.77m3SNI-DT-91-0011-2007-6.5Rp479,000.00Rp2,284,830.004Ventilasia.Kusen Ventilasi (V1)H150.26m3SNI-DT-91-0011-2007-6.6Rp391,200.00Rp101,712.00b.Daun Ventilasi (V1)H163.52m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,435,104.00c.Kaca Ventilasi (V1)H171.92m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp919,680.00I.PEKERJAAN PLAFOND1Rangka PlafondI1682m2SNI-3434-2008-6.20Rp68,731.00Rp46,874,542.002Pasangan ProfilI2568m'SNI-3434-2008-6.20Rp68,731.00Rp39,039,208.00J.PEKERJAAN PENGECATAN1Pengecatan LisplankJ12.79m3SNI-03-Cat-6.14.HRp21,285.00Rp59,385.152Pengecatan Plafond J2682.00m3PT. T-38-2008-C-B8Rp36,185.00Rp24,678,170.003Pengecatan Dinding J31849.94m3SNI-03-Cat-6.14.HRp21,285.00Rp39,375,887.764Pengecatan Kusen Pintu (P1) dan (P2)J415.58m3SNI-03-Cat-6.14.HRp21,285.00Rp331,620.305Pengecatan Daun PintuJ548.45m3PT. T-38-2008-C-B8Rp36,185.00Rp1,753,163.256Pengecatan Jalusi Pintu (P1) dan (P2)J611.36m3PT. T-38-2008-C-B8Rp36,185.00Rp411,061.607Pengecatan Kusen Jendela (J1)J737.23m3PT. T-38-2008-C-B8Rp36,185.00Rp1,347,167.558Pengecatan Daun Jendela (J1)J838.66m3PT. T-38-2008-C-B8Rp36,185.00Rp1,398,839.739Pengecatan Jalusi Jendela (J2)J924.14m3PT. T-38-2008-C-B8Rp36,185.00Rp873,505.9010Pengecatan Kusen Ventilasi (V1)J108.32m3PT. T-38-2008-C-B8Rp36,185.00Rp301,059.2011Pengecatan Daun Ventilasi (V1)J116.64m3PT. T-38-2008-C-B8Rp36,185.00Rp240,268.40K.PEKERJAAN PENGGANTUNG1Pintu dan jalusia.EngselK150UnitSNI-03-K&K-2002-6.4Rp47,220.00Rp2,361,000.00b.Kunci PintuK215UnitSNI-03-K&K-2002-6.3Rp59,810.00Rp897,150.00c.Grandel jalusi PintuK315UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp378,120.002Jendela jalusinyaa.Engsel JendelaK4102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00b.Engsel JalusiK5102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00c.Grandel JendelaK651UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp1,285,608.00d.Grandel JalusiK751UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00e.Tarikan jendelaK851UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00f.Hak Angin Jendela K9102UnitSNI-03-K&K-2002-6.6Rp1,050.00Rp107,100.003Ventilasia.EngselK1032UnitSNI-03-K&K-2002-6.5Rp68,731.00Rp2,199,392.00b.Grandel VentilasiK1116UnitSNI-03-K&K-2002-6.7Rp350.00Rp5,600.00L.MEKANIKAL & ELEKTRIKAL1Intalasi Listrika.Box Panel 60 x 50 cm L11.00BhTaksirRp150,000.00Rp150,000.00b.- Lampu Philiph 45 WattL246.00BhTaksirRp75,000.00Rp3,450,000.00c.- Lampu Philiph 18 WattL38.00BhTaksirRp30,000.00Rp240,000.00d.Saklar TunggalL425.00BhTaksirRp7,500.00Rp187,500.00e.Saklar Double L51.00BhTaksirRp6,000.00Rp6,000.00f.Saklar TripleL61.00BhTaksirRp5,000.00Rp5,000.00g- Stop KontakL720.00BhTaksirRp8,000.00Rp160,000.00M.SANITASIa.Bak mandiM18.00BhTaksirRp75,000.00Rp600,000.00b.Kloset JongkokM28.00BhTaksirRp250,000.00Rp2,000,000.00c.Kran M312.00BhTaksirRp400,000.00Rp4,800,000.00d.SeptitankM41.00UnitTaksirRp4,500,000.00Rp4,500,000.00e.Instalasi air bersihM51.00UnitTaksirRp2,500,000.00Rp2,500,000.00f.Instalasi air kotorM61.00UnitTaksirRp8,000,000.00Rp8,000,000.001. LANTAI IIA.PEKERJAAN BETON 1Koloma.Kolom Praktis ( 30/40 )A'122.62m3SNI-7394-2008-A.5Rp6,126,475.00Rp138,580,864.50b.Kolom Praktis ( 13/13 )A'21.34m3SNI-7394-2008-A.7Rp7,799,380.00Rp10,443,369.822Balok Lantaia.Balok Lantai 20/30A'319.64m3SNI-7394-2008-A.21Rp4,713,370.00Rp92,589,440.28b.Balok Lantai 20/25A'41.75m3SNI-7394-2008-A.17Rp3,725,221.70Rp6,519,137.98c.Balok Lantai 18/25A'50.59m3SNI-7394-2008-A.12Rp7,083,230.00Rp4,207,438.62d.Balok Lantai 18/30A'62.38m3SNI-7394-2008-A.15Rp5,710,665.00Rp13,568,540.04e.Balok Lantai 13/13A'75.73m3SNI-7394-2008-A.21Rp169,243,950.00Rp969,767,833.50f.Balok Lantai 13/20A'80.26m3SNI-7394-2008-A.14aRp6,249,170.00Rp1,624,784.203Plat Lantai A'970.80m3SNI-7394-2008-A.18Rp5,767,130.00Rp408,312,804.004Plat ArsitekturA'103.32m3SNI-7394-2008-A.19Rp6,999,890.00Rp23,208,835.285Ring Balok a.Ring Balok 18/25A'1113.46m3SNI-7394-2008-A.32Rp5,378,135.00Rp72,362,806.43b.Ring Balok 15/20A'121.08m3SNI-7394-2008-A.30Rp6,841,073.90Rp7,388,359.81B.PEKERJAAN LANTAI1Pasang Lantai Keramik 40 x 40 ( Tekstur)B'1154m2SNI-7395-2008-6.34sRp193,637.50Rp29,820,175.002Pasang Lantai Keramik 40 x 40B'2360m2SNI-7395-2008-6.34Rp188,337.50Rp67,801,500.003Pasang Lantai Keramik 20 x 20 cm (Tekstur)B'351.6m2SNI-7395-2008-6.36sRp157,420.00Rp8,122,872.004Pasang Dinding Keramik 20 x 40 cmB'4120m2SNI-7395-2008-6.36Rp155,300.00Rp18,636,000.00C.PEKERJAAN KUSEN1Kusen Pintu dan daun (P1)a.Kusen Pintu (P1)C'10.05m3SNI-3434-2008-6.2Rp6,978,500.00Rp331,478.75b.Daun Pintu Kaca (P1)C'23.40m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,628,600.00c.Jalusi Pintu (P1)C'30.68m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp277,236.00d.Kaca Jalusi (P1)C'40.68m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp325,720.002Kusen Pintu dan daun (P2)a.Kusen Pintu (P2)C'50.65m3SNI-3434-2008-6.2Rp6,978,500.00Rp4,549,982.00b.Daun Pintu Kaca (P2)C'624.11m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp11,547,732.00c.Jalusi Pintu (P2)C'74.59m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,872,158.40d.Kaca Jalusi (P2)C'82.76m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp1,319,645.00e.Pintu Aluminium (P3)C'98.00unitSNI-7393-2008-6.11Rp80,260.00Rp642,080.003Kusen Jendela Dan daun (J1)a.Kusen Jendela (J1)C'101.63m3SNI-DT-0011-2007-6.1Rp80,260.00Rp130,823.80b.Daun Jendela (J1)C'1134.48m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp16,514,004.00c.Kaca Jendela (J1)C'1219.09m2SNI-DT-91-0011-2007-6.5Rp407,700.00Rp7,783,400.70d.Jalusi Jendela (J1)C'1310.71m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp4,366,467.00e.Kaca Jalusi (J1)C'144.77m3SNI-DT-91-0011-2007-6.5Rp479,000.00Rp2,284,830.004Ventilasia.Kusen Ventilasi (V1)C'150.26m3SNI-DT-91-0011-2007-6.6Rp391,200.00Rp101,712.00b.Daun Ventilasi (V1)C'163.52m2SNI-DT-91-0011-2007-6.10Rp407,700.00Rp1,435,104.00c.Kaca Ventilasi (V1)C'171.92m2SNI-DT-91-0011-2007-6.5Rp479,000.00Rp919,680.00D.PEKERJAAN DINDING1Pasangan bata 1:2 Transram D'1153.46m2SNI-6897-2008-6.9Rp96,565.00Rp14,818,478.642Pasangan Bata 1:4D'2685.04m2SNI-6897-2008-6.9Rp96,565.00Rp66,150,501.343Pasangan dinding bata kuda kuda sampingD'342.46m2SNI-3434-2002-6.28Rp6,444,400.00Rp273,603,446.40E.PEKERJAAN PLASTERANa.Plasteran Dinding Transram 1:2E'1306.91m2SNI-2837-2008-6.4Rp47,220.00Rp14,492,384.64b.Plasteran Dinding 1:4E'21285.15m2SNI-2837-2008-6.3Rp59,810.00Rp76,864,941.12F.PEKERJAAN PLAFOND1Rangka PlafondF'1594.00m2SNI-3434-2008-6.20Rp68,731.00Rp40,826,214.002Profil KayuF'2549.00m'SNI-3434-2008-6.20Rp68,731.00Rp37,733,319.00G.PEKERJAAN ATAP1Pekerjaan Top GevelG'10.60m3TaksirRp6,500.00Rp3,926.002Pekerjaan Luas Rangka Kuda kuda Baja Ringana.Kuda kuda utamaG'2656.04m2SNI-3434-2002-6.28Rp6,444,400.00Rp4,227,784,176.00b.Lisplank Kuda kuda utama (2/28) cmG'3125.32m'SNI-3434-2008-6.21Rp71,200.00Rp8,922,784.00H. PEKERJAAN PENGECATAN1Pengecatan Plafond H'1594.00m2SNI-03-Cat-6.14.HRp21,285.00Rp12,643,290.002Pengecatan Dinding H'21592.06m2PT. T-38-2008-C-B8Rp36,185.00Rp57,608,835.843Pengecatan Kusen Pintu (P1) dan (P2)H'315.58m2SNI-03-Cat-6.14.HRp21,285.00Rp331,620.304Pengecatan Daun PintuH'448.45m2SNI-03-Cat-6.14.HRp21,285.00Rp1,031,258.255Pengecatan Jalusi Pintu (P1) dan (P2)H'511.36m2PT. T-38-2008-C-B8Rp36,185.00Rp411,061.606Pengecatan Kusen Jendela (J1)H'637.23m2PT. T-38-2008-C-B8Rp36,185.00Rp1,347,167.557Pengecatan Daun Jendela (J1)H'738.66m2PT. T-38-2008-C-B8Rp36,185.00Rp1,398,839.738Pengecatan Jalusi Jendela (J2)H'824.14m2PT. T-38-2008-C-B8Rp36,185.00Rp873,505.909Pengecatan Kusen Ventilasi (V1)H'98.32m2PT. T-38-2008-C-B8Rp36,185.00Rp301,059.2010Pengecatan Daun Ventilasi (V1)H'106.64m2PT. T-38-2008-C-B8Rp36,185.00Rp240,268.40I.PEKERJAAN PENGGANTUNG1Pintu dan jalusia.EngselI'148UnitSNI-03-K&K-2002-6.4Rp47,220.00Rp2,266,560.00b.Kunci PintuI'215UnitSNI-03-K&K-2002-6.3Rp59,810.00Rp897,150.00c.Grandel jalusi I'323UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp579,784.002Jendela jalusinyaa.Engsel JendelaI'4102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00b.Engsel JalusiI'5102UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp1,836,000.00c.Grandel JendelaI'651UnitSNI-03-K&K-2002-6.7Rp25,208.00Rp1,285,608.00d.Grandel JalusiI'751UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00e.Tarikan jendelaI'851UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp918,000.00f.Hak Angin Jendela I'9102UnitSNI-03-K&K-2002-6.6Rp1,050.00Rp107,100.003Ventilasia.EngselI'1032UnitSNI-03-K&K-2002-6.5Rp18,000.00Rp576,000.00b.Grandel VentilasiI'1116UnitSNI-03-K&K-2002-6.7Rp18,000.00Rp288,000.00J.PEKERJAAN MEKANIKAL DAN ELEKTRIKAL1Intalasi Listrik2Box Panel 60 x 50 cm J'11.00BhTaksirRp150,000.00Rp150,000.003Saklar Double J'224.00BhTaksirRp6,000.00Rp144,000.004Lampu Philips 18 WattJ'33.00BhTaksirRp30,000.00Rp90,000.005- Lampu Philiph 45 WattJ'446.00BhTaksirRp75,000.00Rp3,450,000.006Saklar TunggalJ'58.00BhTaksirRp7,500.00Rp60,000.007- Stop KontakJ'620.00BhTaksirRp8,000.00Rp160,000.00K.PEKERJAAN SANITASIa.Bak mandiK'18.00BhTaksirRp75,000.00Rp600,000.00b.Kloset JongkokK'28.00BhTaksirRp250,000.00Rp2,000,000.00c.Kran K'38.00BhTaksirRp400,000.00Rp3,200,000.00Banda Aceh , 08 Januari 2015Dihitung Oleh

JeffrianNPM. 1103120024

DURASI (2)

NoUraian PekerjaanSimbolVolumeDURASIANALISAKOEFESIENJENISKEBUTUHANJUMLAHTENAGA KERJAORANG-HARITENAGA KERJA123456789 = ( 4 x 7 )10 = ( 9 / 5 )1.1PEKERJAAN PERSIAPAN1. LANTAI I1.21.1Pembersihan lahanA1637.500M23hariTaksir0.020OHPekerja12.7504.255orang0.002OHMandor1.2750.431orang1.31.2Pemasangan bouwplankA289.300M'2hariSNI-T-01-B0.004OHPekerja0.3570.181orang0.050OHTukang kayu4.4652.233orang0.004OHKepala tukang0.3570.181orang0.005OHMandor0.4470.221orang1.31.3Direksi KeetA389.300M'2hariSNI-T-01-B0.004OHPekerja0.3570.181orang0.050OHTukang kayu4.4652.233orang0.004OHKepala tukang0.3570.181orang0.005OHMandor0.4470.221orang1.31.3Gudang dan Barak KerjaA489.300M'2hariSNI-T-01-B0.004OHPekerja0.3570.181orang0.050OHTukang kayu4.4652.233orang0.004OHKepala tukang0.3570.181orang0.005OHMandor0.4470.221orang

2.2PEKERJAAN TANAH DAN PONDASI2.12.1Galian Tanah Podasi Tapak Tipe I (180 x 180)2.1aGalian tanah pondasi tapakB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.1bUrugan kembaliB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.1cAlas pasir bawah pondasi tapakB20.000M37hariSNI-DT-91-0006-20070.300OHPekerja0.0000.002orang0.010OHMandor0.0000.000orang2.1dLantai kerja (Beton cor)B340.940M32hariSNI-DT-91-0006-20070.300OHPekerja12.2826.142orang0.010OHMandor0.4090.201orang2.12.2Galian Tanah Podasi Tapak Tipe II (140 x 140)2.1aGalian tanah pondasi tapakB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.1bUrugan kembaliB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.1cAlas pasir bawah pondasi tapakB20.000M37hariSNI-DT-91-0006-20070.300OHPekerja0.0000.002orang0.010OHMandor0.0000.000orang2.1dLantai kerja (Beton cor)B340.940M32hariSNI-DT-91-0006-20070.300OHPekerja12.2826.142orang0.010OHMandor0.4090.201orang2.12.3Galian Tanah Pondasi MenerusaGalian tanah pondasi menerus tipe I (60) cm2.11Galian tanah pondasi menerusB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.12Urugan kembaliB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.13Alas pasir bawah pondasi menerusB2ERROR:#REF!M37hariSNI-DT-91-0006-20070.300OHPekerjaERROR:#REF!ERROR:#REF!2orang0.010OHMandorERROR:#REF!ERROR:#REF!ERROR:#REF!orang2.14Pas. Batu kosong pondasi menerus/AanstampingB340.940M32hariSNI-DT-91-0006-20070.300OHPekerja12.2826.142orang0.010OHMandor0.4090.201orangPas. Pondasi batu gunung2.1- Timbunan tanah dibawah lantaiB4191.250M32hariSNI-DT-91-0006-20070.300OHPekerja57.37528.692orang0.010OHMandor1.9130.961orang2.62.2- Pasir urug dibawah lantaiB55.580M33hariSNI-DT-91-0006-20070.300OHPekerja1.6740.561orang0.010OHMandor0.0560.021orang2.62.2- Spesi dibawah lantaiB55.580M33hariSNI-DT-91-0006-20070.300OHPekerja1.6740.561orang0.010OHMandor0.0560.021orangbGalian tanah pondasi menerus tipe II (80) cm2.11Galian tanah pondasi menerusB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.12Urugan kembaliB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.13Alas pasir bawah pondasi menerusB2ERROR:#REF!M37hariSNI-DT-91-0006-20070.300OHPekerjaERROR:#REF!ERROR:#REF!2orang0.010OHMandorERROR:#REF!ERROR:#REF!ERROR:#REF!orang2.14Pas. Batu kosong pondasi menerus/AanstampingB340.940M32hariSNI-DT-91-0006-20070.300OHPekerja12.2826.142orang0.010OHMandor0.4090.201orangPas. Pondasi batu gunung2.1- Timbunan tanah dibawah lantaiB4191.250M32hariSNI-DT-91-0006-20070.300OHPekerja57.37528.692orang0.010OHMandor1.9130.961orang2.62.2- Pasir urug dibawah lantaiB55.580M33hariSNI-DT-91-0006-20070.300OHPekerja1.6740.561orang0.010OHMandor0.0560.021orang2.62.2- Spesi dibawah lantaiB55.580M33hariSNI-DT-91-0006-20070.300OHPekerja1.6740.561orang0.010OHMandor0.0560.021orangcGalian tanah pondasi menerus tipe III (90) cm2.11Galian tanah pondasi menerusB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.12Urugan kembaliB146.860M32hariSNI-DT-91-0006-20070.300OHPekerja14.0587.032orang0.010OHMandor0.4690.231orang2.13Alas pasir bawah pondasi menerusB2163.760M37hariSNI-DT-91-0006-20070.300OHPekerja49.1287.022orang0.010OHMandor1.6380.231orang2.14Pas. Batu kosong pondasi menerus/AanstampingB340.940M32hariSNI-DT-91-0006-20070.300OHPekerja12.2826.142orang0.010OHMandor0.4090.201orangPas. Pondasi batu gunung2.1- Timbunan tanah dibawah lantaiB4191.250M32hariSNI-DT-91-0006-20070.300OHPekerja57.37528.692orang0.010OHMandor1.9130.961orang2.62.2- Pasir urug dibawah lantaiB55.580M33hariSNI-DT-91-0006-20070.300OHPekerja1.6740.561orang0.010OHMandor0.0560.021orang2.62.2- Spesi dibawah lantaiB55.580M33hariSNI-DT-91-0006-20070.300OHPekerja1.6740.561orang0.010OHMandor0.0560.021orang

3.3PEKERJAAN BETON BERTULANGBeton Bertulang T. 5 cmC18.188M33hariSNI-DT-91-0006-20070.300OHPekerja2.4560.821orang0.010OHMandor0.0820.031orangBeton Bertulang T. 45 cmC18.188M33hariSNI-DT-91-0006-20070.300OHPekerja2.4560.821orang0.010OHMandor0.0820.031orang1Pondasi Tapak Tipe I (160 x 160)C214.329M33hariSNI-DT-91-0007-20070.780OHPekerja11.1773.733orang0.390OHTukang batu1.1700.391orang0.039OHKepala Tukang0.5590.191orang0.039OHMandor0.5590.191orang2Pondasi Tapak Tipe II (140 x 140)C392.120M38hariSNI-DT-91-0007-20071.500OHPekerja138.18017.274orang0.750OHTukang batu69.0908.644orang0.075OHKepala Tukang6.9090.861orang

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