RekapREKAPITULASIRENCANA ANGGARAN BIAYAPEKERJAAN: PEMBANGUNAN SPALOKASI: CASANEMOTAHUN: 2015NOURAIANJUMLAH HARGAIPEKERJAAN PERSIAPAN6,504,000.003410340IILANTAI I3.5517.5APEKERJAAN TANAH DAN PONDASI32,773,939.51357.5BPEKERJAAN BETON BERTULANG172,598,273.10CPEKERJAAN PASANGAN44,003,467.30DPEKERJAAN PLAFOND16,785,077.64EPEKERJAAN LANTAI38,270,946.10FPEKERJAAN PENGECATAN9,266,352.41GPEKERJAAN PENGADAAN DAN PEMASANGAN KUSEN, PINTU, DAN JENDELA10,770,000.00HPEKERJAAN MEKANIKAL ELEKTRIKAL4,610,000.00IPEKERJAAN INSTALASI AIR BERSIH8,467,650.00JPEKERJAAN INSTALASI AIR KOTOR15,656,180.00KPEKERJAAN TANGGA LT 14,405,070.90IIILANTAI IIAPEKERJAAN BETON BERTULANG36,555,028.50BPEKERJAAN PASANGAN37,569,923.85CPEKERJAAN PLAFOND21,590,000.00DPEKERJAAN LANTAI13,853,137.51EPEKERJAAN PENGECATAN4,890,498.60FPEKERJAAN PENGADAAN DAN PEMASANGAN KUSEN, PINTU, DAN JENDELA13,010,000.00GPEKERJAAN MEKANIKAL ELEKTRIKAL4,220,000.00HPEKERJAAN INSTALASI AIR BERSIH7,357,100.00IPEKERJAAN INSTALASI AIR KOTOR11,206,180.00JPEKERJAAN ATAP16,874,014.8482.65JUMLAH531,236,840.26350,000,000.00PPN 10%53,123,684.03JUMLAH TOTAL584,360,524.29(234,360,000.00)DIBULATKAN584,360,000.00Terbilang :Lima Ratus Delapan Puluh Empat Juta Tiga Ratus Enam Puluh Ribu RupiahMengetahuiKepala Dinas Pekerjaan UmumKabupaten Pidie JayaIr. HANIEF IBRAHIM, M.EPembina Tk I/Nip. 19560430 199203 1 001Terjemahan kedalam kalimat584,360,000.001satu dua tiga empat lima enam tujuh delapan sembilan sepuluh@ribu juta milyar triliyun@000584360000@basic @0001@perhitungan @0@angka @0sepuluh@@00@@0@@00@@0@@@@@@3602@@3enam puluh@@tiga ratussepuluh@@60@@0enam puluh@@enam puluhenam puluh@@tiga ratus enam puluh ribu@@@@@@5843@@5delapan puluh@@lima ratusempat belas@@8empat@@4delapan puluh empat@@delapan puluh empatdelapan puluh empat@@lima ratus delapan puluh empat juta@@@@@@0004@@0@@0sepuluh@@00@@0@@00@@0@@@@0001@@0@@0sepuluh@@00@@0@@00@@0@@***@@06900@lima ratus delapan puluh empat juta tiga ratus enam puluh ribu rupiahlima ratus delapan puluh empat juta tiga ratus enam puluh ribu rupiah@lima ratus delapan puluh empat juta tiga ratus enam puluh ribu rupiah@Lima ratus delapan puluh empat juta tiga ratus enam puluh ribu rupiah

RABRENCANA ANGGARAN BIAYAPEKERJAAN: PEMBANGUNAN SPALOKASI: CASANEMOTAHUN: 2015NOURAIAN PEKERJAANVOLUMESATANALISAHARGA SATUAN (Rp)JUMLAH HARGA (Rp)IPEKERJAAN PERSIAPAN1Pembersihan Lapangan143.00M2Taksir4,000.00572,000.002Pemasangan Bouwplank48.00M'Taksir9,000.00432,000.003Direksi Keet/Barak Kerja (Sewa)1.00LSTaksir2,500,000.002,500,000.004Pengadaan Air Kerja1.00LSTaksir1,000,000.001,000,000.005Pengadaan Listrik Kerja1.00LSTaksir1,000,000.001,000,000.006Dokumentasi Dan Administrasi1.00LSTaksir1,000,000.001,000,000.00Sub Jumlah6,504,000.00IILANTAI IAPEKERJAAN TANAH DAN PONDASIPondasi Tapak1Galian Tanah Pondasi Tapak16.20M3SNI.2835.2008-6.151,000.00826,200.002Urugan Pasir Alas Pondasi Tapak tebal 5 cm0.60M3SNI.2835.2008-6.11140,400.0084,240.003Pasangan Batu Kosong1.20M3SNI.2836.2008.69289,875.00347,850.004Urugan Tanah Kembali4.05M3SNI.2835.2008-6.917,000.0068,850.00Pondasi Menerus Batu Gunung1Galian Tanah Pondasi Batu Gunung54.00M3SNI.2835.2008-6.151,000.002,753,836.802Urugan pasir Alas Pondasi Menerus3.76M3SNI.2835.2008-6.11140,400.00527,735.523Pas. Aanstamping tebal 10 cm7.52M3SNI.2836.2008.69289,875.002,179,164.304Pas. Pondasi Batu Gunung 1pc : 4ps41.35M3SNI.2836.2008.6.2607,275.0025,108,877.975Angchor stik dia 10-100 mm46.38KgSNI.7394.2008-6.17a13,401.00621,586.526Urugan Tanah Kembali15.04M3SNI.2835.2008-6.917,000.00255,598.40Sub Jumlah32,773,939.51BPEKERJAAN BETON BERTULANG1Pondasi Tapak TP1 (100 X 100 cm)-Beton Cor K-2502.40M3SNI.7394.2008-6.7804,566.271,930,959.05-Besi Beton Polos (14-170 mm) ; (14-210 mm)316.28KgSNI.7394.2008-6.2013,401.004,238,419.55-Bekisting3.20M2SNI.7394.2008-6.20189,360.00605,952.00-Pekerjaan Lain-lain2.40LsTaksir5,000.0012,000.006,787,330.602Sloof Beton Type S.1 cm-Beton Cor K-2505.64M3SNI.7394.2008-6.7804,566.274,536,305.54-Besi Beton Polos (714 mm)794.61KgSNI.7394.2008-6.17a13,401.0010,648,572.90-Besi Beton Polos Tumpuan 6-100 ; Lapangan 6-150104.31KgSNI.7394.2008-6.17a13,401.001,397,814.09-Bekisting37.59M2SNI.7394.2008-6.21206,860.007,775,453.68-Pekerjaan Lain-lain5.64LsTaksir5,000.0028,191.003Kolom Beton Tipe K1 Uk. 30 x 30 cm-Beton Cor K-2504.32M3SNI.7394.2008-6.7804,566.273,475,726.29-Besi Beton Polos (714 mm)463.87KgSNI.7394.2008-6.17a13,401.006,216,348.67-Besi Beton Polos (6-100 mm)127.87KgSNI.7394.2008-6.17a13,401.001,713,612.67-Bekisting19.20M2SNI.7394.2008-6.22346,175.006,646,560.00-Pekerjaan Lain-lain4.32LsTaksir5,000.0021,600.004Kolom Beton Tipe K2 Uk. 13 x 13 cm-Beton Cor K-2500.46M3SNI.7394.2008-6.7804,566.27367,123.59-Besi Beton Polos (414mm)130.46KgSNI.7394.2008-6.17a13,401.001,748,348.06-Besi Beton Polos (6-100 mm)31.17KgSNI.7394.2008-6.17a13,401.00417,693.09-Bekisting4.68M2SNI.7394.2008-6.22346,175.001,620,099.00-Pekerjaan Lain-lain0.46LsTaksir5,000.002,281.506Balok Tipe B.1 Uk. 20 x 30 cm-Beton Cor K-2503.55M3SNI.7394.2008-6.7804,566.272,853,860.92-Besi Beton Polos (714 mm)833.17KgSNI.7394.2008-6.17a13,401.0011,165,306.88-Besi Beton Polos Tumpuan 6-100 ; Lapangan 6-150110.83KgSNI.7394.2008-6.17a13,401.001,485,186.52-Bekisting19.05M2SNI.7394.2008-6.23355,175.006,765,775.93-Pekerjaan Lain-lain3.55LsTaksir5,000.0017,735.405Plat Lantai Tebal 12 cm-Beton Cor K-25013.95M3SNI.7394.2008-6.7804,566.2711,221,276.11-Besi Beton Polos (10-100 mm)2,866.11KgSNI.7394.2008-6.17a13,401.0038,408,686.96-Bekisting116.22M2SNI.7394.2008-6.24406,175.0047,207,648.76-Pekerjaan Lain-lain13.95LsTaksir5,000.0069,734.94Sub Jumlah172,598,273.10CPEKERJAAN PASANGAN1Pasangan Dinding Bata 1:4180.83M2SNI.6897.2008-6.9106,525.0019,262,873.142Pasangan Pagar Kayu1.00lsTaksir2,500,000.002,500,000.003Plesteran Dinding Bata 1:4361.66M2SNI..2837.2008.6.1561,496.0022,240,594.16Sub Jumlah44,003,467.30DPEKERJAAN PLAFOND1Rangka Plafond108.33M2Taksir90,000.009,749,907.002Pasangan Plafond Gypsum 9 mm108.33M2SNI.2839.2008-6.748,091.005,209,808.64plafond lt 2 papan meranti tidak di hitung3Pemasangan List Plafond75.60M'SNI.2839.2008-6.824,145.001,825,362.00Sub Jumlah16,785,077.64EPEKERJAAN LANTAI1Tanah Timbun41.55M3SNI.2835.2008-6.997,000.004,030,419.842Urugan pasir Alas lantai T = 10 cm13.85M3SNI.2835.2008-6.11140,400.001,944,573.703Beton Cor Alas lantai T = 8 cm11.08M3SNI.7394,2008-6.4589,728.006,534,299.47P1-20.922.104Pas. Lantai keramik 40 x 40 cm134.75M2SNI.7395.2008.6.9a161,869.0021,812,398.10P2-20.702.105Pas. keramik 20 x 20 cm (Toilet)3.75M2SNI.7395.2008.6.9c195,369.00732,438.38J1-12.641.526Pas. keramik 20 x 25 cm (Dinding KM/WC)14.15M2SNI.7395.2008.6.9d227,369.003,216,816.61J2-12.180.72Sub Jumlah38,270,946.10J3-11.382.10FPEKERJAAN PENGECATANV1-10.920.721Pengecatan Dinding361.66M2Anl.SNI.6.14-200219,716.007,130,472.792Pengecatan Plafond108.33M2Anl.SNI.6.14-200219,716.002,135,879.63Sub Jumlah9,266,352.41GPEKERJAAN PENGADAAN DAN PEMASANGAN KUSEN, PINTU, DAN JENDELA1Pintu Tipe PJ1Pintu & Jendela Blockboard + Frame Alumunium + Accessories1.00UnitTaksir2,300,000.002,300,000.00$350,0001.722.103.612pj1$1,264,200$350,0000.960.860.8256$288,9602Pintu Tipe P2$350,0000.922.101.932P2$676,200$1,553,160Pintu Blockboard + Frame Alumunium + Accessories5.00UnitTaksir1,050,000.005,250,000.00$350,0000.822.101.722P3$602,700$350,0001.021.581.6116J1$564,0603Pintu Tipe P3$350,0001.420.721.0224J2$357,840Pintu Kayu + Kusen Kayu + Accessories1.00UnitTaksir850,000.00850,000.00$350,0000.922.121.9504J3$682,640$350,0001.120.921.0304J4$360,6404Jendela Tipe J1Jendela + Frame Alumunium + Accessories1.00UnitTaksir600,000.00600,000.005Jendela Tipe J2Jendela + Frame Alumunium + Accessories1.00UnitTaksir360,000.00360,000.001500006Jendela Tipe J3Jendela + Frame Alumunium + Accessories1.00UnitTaksir690,000.00690,000.006Jendela Tipe J4Jendela + Frame Alumunium + Accessories2.00UnitTaksir360,000.00720,000.00Sub Jumlah10,770,000.00HPEKERJAAN MEKANIKAL ELEKTRIKAL1Panel KontrolaPanel MCB1.00UnitTaksir250,000.00250,000.002Titik InstalasiaInstalasi Titik Panel SDP3.00TitikTaksir30,000.0090,000.00bInstalasi Titik Penerangan (Termasuk Pembobokan dan Perapian)33.00TitikTaksir20,000.00660,000.00cInstalasi Titik Stop Kontak (Termasuk Pembobokan dan Perapian)25.00TitikTaksir20,000.00500,000.003Kabel + AccessoriesaKabel GL 2,5 mm NYA40.00M'Taksir10,000.00400,000.00bIsolasi3.00BhTaksir5,000.0015,000.005Lampu PeneranganaLampu Dinding 18 watt + Accessories28.00UnitTaksir65,000.001,820,000.00bLampu HE 18 watt + Accessories5.00UnitTaksir35,000.00175,000.00cSaklar Double + Kelengkapan10.00UnitTaksir20,000.00200,000.00dStop Kontak Setara Panasonic25.00UnitTaksir20,000.00500,000.00Sub Jumlah4,610,000.00IPEKERJAAN INSTALASI AIR BERSIH1Pipa Air Bersih PVC 3/4"50.00M1SNI T-15-2002-B.2613,925.00696,250.002Instalasi Air Bersih (termasuk galian, pembobokan,50.00M1Taksir35,000.001,750,000.00penyambungan koneksi)3Kran Air Stainless 1/2"2.00BhSNI T-15-2002-B.3545,700.0091,400.004Floor drain2.00BhTaksir40,000.0080,000.005Wastafel7.00BhTaksir550,000.003,850,000.006Water Heater1.00BhTaksir2,000,000.002,000,000.00Sub Jumlah8,467,650.00JPEKERJAAN INSTALASI AIR KOTOR1Pipa Air Kotor PVC 2"50.00M1SNI T-15-2002-6.2938,618.001,930,900.002Pipa Kotoran PVC 4"40.00M1SNI T-15-2002-B.3284,382.003,375,280.003Instalasi Air Kotor (termasuk galian, pembobokan,50.00M1Taksir25,000.001,250,000.00penyambungan koneksi)4Kloset Duduk2.00BhTaksir1,550,000.003,100,000.005Septictank dan resapan2.00lsTaksir3,000,000.006,000,000.00Sub Jumlah15,656,180.0085,000,000.002,361,111.11KPEKERJAAN TANGGA LT 11Plat Beton Bordes-Beton Cor K-2500.10M3SNI.7394.2008-6.7804,566.2777,238.36-Besi Beton Polos (10-200 mm)2.47KgSNI.7394.2008-6.17a13,401.0033,073.67-Bekisting0.55M2SNI.3435.2002-6.34310,875.00172,432.00138.6297-Pekerjaan Lain-lain0.10LsTaksir5,000.00480.00277.2594654,640,250.002Plat Lantai Tangga-Beton Cor K-2500.55M3SNI.7394.2008-6.7804,566.27444,120.58-Besi Beton Polos (10-200 mm)12.90KgSNI.7394.2008-6.17a13,401.00172,885.08-Bekisting2.43M2SNI.3435.2002-6.34310,875.00755,219.00-Pekerjaan Lain-lain0.55LsTaksir5,000.002,760.003Tangga Beton-Beton Cor K-2500.45M3SNI.7394.2008-6.7804,566.27362,054.82-Besi Beton Polos (10-200 mm)20.94KgSNI.7394.2008-6.17a13,401.00280,602.39-Bekisting2.50M2SNI.7394.2008-6.23355,175.00887,937.50-Pekerjaan Lain-lain0.45LsTaksir5,000.002,250.004Pasangan Keramik Tangga7.50M2SNI.7395.2008.6.9a161,869.001,214,017.50Sub Jumlah4,405,070.90IILANTAI IIAPEKERJAAN BETON BERTULANG1Kolom Beton Tipe K1 Uk. 30 x 30 cm-Beton Cor K-2502.70M3SNI.7394.2008-6.7804,566.272,172,328.93-Besi Beton Polos (814 mm)289.92KgSNI.7394.2008-6.17a13,401.003,885,217.92-Besi Beton Polos (6-100 mm)79.92KgSNI.7394.2008-6.17a13,401.001,071,007.92-Bekisting12.00M2SNI.7394.2008-6.22346,175.004,154,100.00-Pekerjaan Lain-lain2.70LsTaksir5,000.0013,500.002Kolom Beton Tipe K2 Uk. 13 x 13 cm-Beton Cor K-2500.91M3SNI.7394.2008-6.7804,566.27734,247.18-Besi Beton Polos (414mm)133.27KgSNI.7394.2008-6.17a13,401.001,785,978.07-Besi Beton Polos (6-100 mm)31.17KgSNI.7394.2008-6.17a13,401.00417,693.09-Bekisting9.36M2SNI.7394.2008-6.22346,175.003,240,198.00-Pekerjaan Lain-lain0.91LsTaksir5,000.004,563.003Ring Balk Tipe B.1 Uk. 20 x 30 cm-Beton Cor K-2500.42M3SNI.7394.2008-6.7804,566.27334,249.01-Besi Beton Polos (714mm)97.58KgSNI.7394.2008-6.17a16,026.001,563,852.98-Besi Beton Polos Tumpuan 6-100 ; Lapangan 6-1509.74KgSNI.7394.2008-6.17a13,401.00130,460.66-Bekisting1.38M2SNI.7394.2008-6.23355,175.00491,846.34-Pekerjaan Lain-lain0.42LsTaksir5,000.002,077.204Ring Balk Tipe B.1 Uk. 15 x 20 cm-Beton Cor K-2500.59M3SNI.7394.2008-6.7804,566.27472,891.87-Besi Beton Polos (614mm)355.01KgSNI.7394.2008-6.17a16,026.005,689,342.82-Besi Beton Polos Tumpuan 8-100 ; Lapangan 8-15044.50KgSNI.7394.2008-6.17a13,401.00596,322.12-Bekisting2.61M2SNI.7394.2008-6.23355,175.00927,811.81-Pekerjaan Lain-lain0.59LsTaksir5,000.002,938.805Plat Lantai Tebal 2x12 cm Bawah Bak Air-Beton Cor K-2502.00LsSNI.7394.2008-6.7804,566.271,606,596.55-Besi Beton Polos (10-200 mm)95.51KgSNI.7394.2008-6.17a13,401.001,279,904.80-Bekisting6.01M2SNI.7394.2008-6.24406,175.002,440,461.87-Pekerjaan Lain-lain2.00M3Taksir5,000.009,984.246Kolom Beton Tipe K1 Uk. 30 x 30 cm T.1 m-Beton Cor K-2500.36M3SNI.2839.2008-6.7804,566.27289,643.86-Besi Beton Polos (814 mm)38.66KgSNI.7394.2008-6.17a13,401.00518,029.06-Besi Beton Polos (6-100 mm)5.33KgSNI.7394.2008-6.17a406,175.002,164,100.40-Bekisting1.60M2SNI.7394.2008-6.22346,175.00553,880.00-Pekerjaan Lain-lain0.36LsTaksir5,000.001,800.00Sub Jumlah36,555,028.50BPEKERJAAN PASANGAN1Pasangan Dinding Bata 1:4118.25M2SNI.6897.2008-6.9106,525.0012,596,964.742Pasangan Bata Pada Bak Air Bawah Atap11.54M2SNI.6897.2008-6.9106,525.001,229,298.503Pasangan Dinding Kayu33.96M2Taksir250,000.008,489,750.004Plesteran Dinding Bata 1:4248.05M2SNI..2837.2008.6.1561,496.0015,253,910.61Sub Jumlah37,569,923.85DPEKERJAAN PLAFOND1Plafond Papan Meranti + Rangka107.95M2Taksir200,000.0021,590,000.00Sub Jumlah21,590,000.00CPEKERJAAN LANTAI1Pas. Lantai keramik 40 x 40 cm85.58M2SNI.7395.2008.6.9a161,869.0013,853,137.51Sub Jumlah13,853,137.51DPEKERJAAN PENGECATANJ8-10.542.321Pengecatan Dinding248.05M2Anl.SNI.6.14-200219,716.004,890,498.60V1-10.920.72Sub Jumlah4,890,498.60EPEKERJAAN PENGADAAN DAN PEMASANGAN KUSEN, PINTU, DAN JENDELA1Pintu Tipe P2Pintu Blockboard + Frame Alumunium + Accessories1.00UnitTaksir1,050,000.001,050,000.00$350,0002.902.106.09J5$2,131,500$350,0002.691.102.959J5$1,035,6502Pintu Tipe P3$350,0001.302.032.639J6$923,650Pintu Kayu + Kusen Kayu + Accessories3.00UnitTaksir850,000.002,550,000.00$350,0000.720.620.4464J7$156,240$350,0000.621.600.992J8$347,2003Jendela Tipe J5$350,0000.301.000.3V1$105,000Jendela + Frame Alumunium + Accessories3.00UnitTaksir2,200,000.006,600,000.004Jendela Tipe J6Jendela + Frame Alumunium + Accessories1.00UnitTaksir1,035,000.001,035,000.00$350,0000.621.600.992J8$347,2005Jendela Tipe J7Jendela + Frame Alumunium + Accessories1.00UnitTaksir950,000.00950,000.006Ventilasi Tipe V1Ventilasi + Frame Alumunium + Accessories1.00UnitTaksir160,000.00160,000.007Ventilasi Tipe V2Ventilasi + Frame Alumunium + Accessories1.00UnitTaksir350,000.00350,000.008Ventilasi Tipe V3Ventilasi + Frame Alumunium + Accessories3.00UnitTaksir105,000.00315,000.00Sub Jumlah13,010,000.00FPEKERJAAN MEKANIKAL ELEKTRIKAL1Panel KontrolaPanel MCB1.00UnitTaksir250,000.00250,000.002Titik InstalasiaInstalasi Titik Panel SDP3.00TitikTaksir30,000.0090,000.00bInstalasi Titik Penerangan (Termasuk Pembobokan dan Perapian)27.00TitikTaksir20,000.00540,000.00cInstalasi Titik Stop Kontak (Termasuk Pembobokan dan Perapian)23.00TitikTaksir20,000.00460,000.002Kabel + AccessoriesaKabel GL 2,5 mm NYA52.00M'Taksir10,000.00520,000.00bIsolasi3.00BhTaksir5,000.0015,000.003Lampu PeneranganaLampu Dinding 18 watt + Accessories24.00UnitTaksir65,000.001,560,000.00bLampu HE 18 watt + Accessories3.00UnitTaksir35,000.00105,000.00cSaklar Double + Kelengkapan11.00UnitTaksir20,000.00220,000.00dStop Kontak Setara Panasonic23.00UnitTaksir20,000.00460,000.00Sub Jumlah4,220,000.00GPEKERJAAN INSTALASI AIR BERSIH1Pipa Air Bersih PVC 3/4"50.00M1SNI T-15-2002-B.2613,925.00696,250.002Instalasi Air Bersih (termasuk galian, pembobokan,50.00M1Taksir35,000.001,750,000.00penyambungan koneksi)3Kran Air Stainless 1/2"3.00M1SNI T-15-2002-B.3545,700.00137,100.004Floor drain3.00BhTaksir40,000.00120,000.005Wastafel2.00BhTaksir550,000.001,100,000.006Water Heater3.00BhTaksir2,000,000.006,000,000.00Sub Jumlah7,357,100.00HPEKERJAAN INSTALASI AIR KOTOR1Pipa Air Kotor PVC 2"50.00M1SNI T-15-2002-6.2938,618.001,930,900.002Pipa Kotoran PVC 4"40.00M1SNI T-15-2002-B.3284,382.003,375,280.003Instalasi Air Kotor (termasuk galian, pembobokan,50.00M1Taksir25,000.001,250,000.00penyambungan koneksi)4Kloset Duduk3.00BhTaksir1,550,000.004,650,000.00Sub Jumlah11,206,180.00IPEKERJAAN ATAP1Pengadaan dan pemasangan atap rumbia168.74M2Taksir45,000.007,593,306.682Rangka atap kayu168.74M2Taksir55,000.009,280,708.16Sub Jumlah16,874,014.84

AnalisaDAFTAR ANALISA HARGA SATUAN BAHAN DAN UPAHPEKERJAAN: PEMBANGUNAN SPALOKASI: CASANEMOTAHUN: 2015ANALISAKEGIATANKOEFISIENHARGA SATUAN (Rp)JUMLAH HARGA (Rp)PEKERJAAN PERSIAPANB. PEKERJAAN TANAH DAN PONDASISNI.2835.2008-6.11 M3 Galian Tanah BiasaPekerja0.7500OH@Rp65,000.00Rp48,750.00Mandor0.0250OH@Rp90,000.00Rp2,250.00JumlahRp51,000.00DibulatkanRp51,000.00SNI.2835.2008-6.21 M3 Galian Tanah Biasa Sedalam 2 MeterPekerja0.9000OH@Rp65,000.00Rp58,500.00Mandor0.0450OH@Rp90,000.00Rp4,050.00JumlahRp62,550.00DibulatkanRp62,550.00SNI.2835.2008-6.91 M3 Urugan KembaliPekerja0.2500OH@Rp65,000.00Rp16,250.00Mandor0.0083OH@Rp90,000.00Rp750.00JumlahRp17,000.00DibulatkanRp17,000.00SNI.2835.2008-6.111 M3 Urugan PasirPasir Urug1.2000M3@Rp100,000.00Rp120,000.00Pekerja0.3000OH@Rp65,000.00Rp19,500.00Mandor0.0100OH@Rp90,000.00Rp900.00JumlahRp140,400.00DibulatkanRp140,400.00SNI.2835.2008-6.91 M3 Urugan TanahTanah Timbun1.2000M3@Rp50,000.00Rp60,000.00Pekerja0.5000OH@Rp65,000.00Rp32,500.00Mandor0.0500OH@Rp90,000.00Rp4,500.00JumlahRp97,000.00DibulatkanRp97,000.00SNI.2835.2008-6.101 M3 Pemadatan Tanah (per 20 cm)Pekerja0.5000OH@Rp65,000.00Rp32,500.00Mandor0.0500OH@Rp90,000.00Rp4,500.00JumlahRp37,000.00DibulatkanRp37,000.00SNI.2836.2008.691 M3 Pasangan Pondasi Batu Kosong/AanstampingBatu Kali/Batu Belah1.2000M3@Rp130,000.00Rp156,000.00Pasir Urug0.4320M3@Rp100,000.00Rp43,200.00Pekerja0.7800OH@Rp65,000.00Rp50,700.00Tukang (Kayu/Besi/Batu)0.3900OH@Rp85,000.00Rp33,150.00Kepala Tukang (Kayu/Besi/Batu)0.0390OH@Rp85,000.00Rp3,315.00Mandor0.0390OH@Rp90,000.00Rp3,510.00JumlahRp289,875.00DibulatkanRp289,875.00SNI.2836.2008.6.21 M3 Pasangan Batu Belah/Batu Kali/Batu Gunung 1 PC : 4 PSBatu Kali/Batu Belah1.2000M3@Rp130,000.00Rp156,000.00Semen PC @ 40 kg163.00Kg@Rp1,300.00Rp211,900.00Pasir Pasang0.5200M3@Rp125,000.00Rp65,000.00Pekerja1.5000OH@Rp65,000.00Rp97,500.00Tukang (Kayu/Besi/Batu)0.7500OH@Rp85,000.00Rp63,750.00Kepala Tukang (Kayu/Besi/Batu)0.0750OH@Rp85,000.00Rp6,375.00Mandor0.0750OH@Rp90,000.00Rp6,750.00JumlahRp607,275.00DibulatkanRp607,275.00PEKERJAAN PASANGAN DINDING, PLASTERAN DAN PENGECATANSNI.6897.2008-6.11 M2 Pasangan Bata Merah Tebal 1 Bata, 1 PC : 2 PSBatu Bata Merah140.0000bh@Rp800.00Rp112,000.00SNI.03.3441.2002-6.14Semen PC @ 40 kg43.5000Kg@Rp1,300.00Rp56,550.001 M2 Pengecatan Tembok Baru 1 Lapis Plamir, 1 Lapis Cat Dasar dan 2 Lapis Cat PenutupPasir Pasang0.0800M3@Rp125,000.00Rp10,000.000.2000KgPlamir Tembok@Rp15,000.00Rp3,000.00Pekerja0.6000OH@Rp65,000.00Rp39,000.000.2000Kg0@Rp0.0Rp0.00Tukang (Kayu/Besi/Batu)0.2000OH@Rp85,000.00Rp17,000.000.2600Kg0@Rp0.0Rp0.00Kepala Tukang (Kayu/Besi/Batu)0.0200OH@Rp85,000.00Rp1,700.000.0200OrgPekerja@Rp65,000.00Rp1,300.00Mandor0.0300OH@Rp90,000.00Rp2,700.000.0630OrgTukang (Kayu/Besi/Batu)@Rp85,000.00Rp5,355.00JumlahRp238,950.000.0063OrgKepala Tukang (Kayu/Besi/Batu)@Rp85,000.00Rp535.50DibulatkanRp238,950.000.0025OrgKepala Tukang (Kayu/Besi/Batu)@Rp85,000.00Rp212.50SNI.6897.2008-6.7JumlahRp0.001 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 PC : 2 PSDibulatkanRp0.00Batu Bata Merah70.0000bh@Rp800.00Rp56,000.00SNI.03.3441.2002-6.14 aSemen PC @ 40 kg18.9500Kg@Rp1,300.00Rp24,635.001 M2 Pengecatan Kolom 1 Lapis Plamir, 1 Lapis Cat Dasar dan 2 Lapis Cat PenutupPasir Pasang0.0380M3@Rp125,000.00Rp4,750.000.1000Kg0@Rp0.0Rp0.00Pekerja0.3000OH@Rp65,000.00Rp19,500.000.1000Kg0@Rp0.0Rp0.00Tukang (Kayu/Besi/Batu)0.1000OH@Rp85,000.00Rp8,500.000.2500Kg0@Rp0.0Rp0.00Kepala Tukang (Kayu/Besi/Batu)0.0100OH@Rp85,000.00Rp850.000.0200OrgPekerja@Rp65,000.00Rp1,300.00Mandor0.0150OH@Rp90,000.00Rp1,350.000.0200OrgTukang (Kayu/Besi/Batu)@Rp85,000.00Rp1,700.00JumlahRp115,585.000.0050OrgKepala Tukang (Kayu/Besi/Batu)@Rp85,000.00Rp425.00DibulatkanRp115,585.00JumlahRp0.00SNI.6897.2008-6.9DibulatkanRp0.001 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 PC : 4 PSBatu Bata Merah70.0000bh@Rp800.00Rp56,000.00Semen PC @ 40 kg11.5000Kg@Rp1,300.00Rp14,950.00Pasir Pasang0.0430M3@Rp125,000.00Rp5,375.00Pekerja0.3000OH@Rp65,000.00Rp19,500.00Tukang (Kayu/Besi/Batu)0.1000OH@Rp85,000.00Rp8,500.00Kepala Tukang (Kayu/Besi/Batu)0.0100OH@Rp85,000.00Rp850.00Mandor0.0150OH@Rp90,000.00Rp1,350.00JumlahRp106,525.00DibulatkanRp106,525.00SNI..2837.2008.6.151 M2 Plesteran 1 PC : 4 PS, tebal 20 mmSemen PC @ 40 kg8.3200Kg@Rp1,300.00Rp10,816.00Pasir Pasang0.0320M3@Rp125,000.00Rp4,000.00Pekerja0.4000OH@Rp65,000.00Rp26,000.00Tukang (Kayu/Besi/Batu)0.2000OH@Rp85,000.00Rp17,000.00Kepala Tukang (Kayu/Besi/Batu)0.0200OH@Rp85,000.00Rp1,700.00Mandor0.0220OH@Rp90,000.00Rp1,980.00JumlahRp61,496.00DibulatkanRp61,496.00SNI.2837.2008.6.131 M2 Plesteran 1 PC : 2 PS, tebal 20 mmSemen PC @ 40 kg13.6320Kg@Rp1,300.00Rp17,721.60Pasir Pasang0.0270M3@Rp125,000.00Rp3,375.00Pekerja0.4000OH@Rp65,000.00Rp26,000.00Tukang (Kayu/Besi/Batu)0.2000OH@Rp85,000.00Rp17,000.00Kepala Tukang (Kayu/Besi/Batu)0.2000OH@Rp85,000.00Rp17,000.00Mandor0.2200OH@Rp90,000.00Rp19,800.00JumlahRp100,896.60DibulatkanRp100,897.00SNI 2837-2008.6.27JumlahRp0.00Membuat 1 m2 AcianSemen PC @ 40 kg3.250Kg@Rp1,300.00Rp4,225.00Pekerja0.200OH@Rp65,000.00Rp13,000.00Mandor0.010OH@Rp90,000.00Rp900.00Tukang (Kayu/Besi/Batu)0.100OH@Rp85,000.00Rp8,500.00Kepala Tukang (Kayu/Besi/Batu)0.010OH@Rp85,000.00Rp850.00JumlahRp27,475.00DibulatkanRp27,475.00PEKERJAAN KERAMIK DINDING DAN LANTAISNI.7394,2008-6.4SNI 2837-2008.6.27Membuat 1 m2 Acian1 M3 Lantai Kerja Beton Tumbuk 1:3:5 (K-100)3.250KgSemen PC @ 40 kg1,250.004,062.50Semen PC @ 40 kg230.000Kg@Rp1,300.00Rp299,000.000.200OHPekerja50,000.0010,000.00Pasir Pasang0.638m3@Rp125,000.00Rp79,732.140.010OHMandor65,000.00650.00Batu Kali/Batu Belah0.761m3@Rp130,000.00Rp98,896.300.100OHTukang (Batu,Kayu,Besi, Beton)70,000.007,000.00Air200.000Ltr@Rp50.00Rp10,000.000.010OHKepala Tukang (Batu,kayu,Besi, Beton)80,000.00800.00Pekerja1.200Oh@Rp65,000.00Rp78,000.00Jumlah..22,512.50Tukang (Kayu/Besi/Batu)0.200Oh@Rp85,000.00Rp17,000.00Dibulatkan..22,513.00Kepala Tukang (Kayu/Besi/Batu)0.020Oh@Rp85,000.00Rp1,700.00Mandor0.060Oh@Rp90,000.00Rp5,400.00JumlahRp589,728.44DibulatkanRp589,728.00SNI.7395.2008.6.9a1 M2 Pasangan Lantai Keramik 40 x 40 cmSNI.7394,2008-6.41 M3 Lantai Kerja Beton Tumbuk 1:3:5 (K-100)Keramik 40 x 40 cm6.2500Bh@Rp10,000.00Rp62,500.00230.000KgSemen PC @ 40 kg1,250.00287,500.00Semen PC @ 40 kg11.3800Kg@Rp1,300.00Rp14,794.000.6379m3Pasir Pasang150,000.0095,678.57Pasir Pasang0.0420M3@Rp125,000.00Rp5,250.000.7607m3Batu Pecah340,000.00258,651.85Semen Putih @ 50 Kg1.5000Kg@Rp2,400.00Rp3,600.00200.000LtrAir250.0050,000.00Pekerja0.6200OH@Rp65,000.00Rp40,300.001.2000OhPekerja50,000.0060,000.00Tukang (Kayu/Besi/Batu)0.3500OH@Rp85,000.00Rp29,750.000.2000OhTukang (Batu,Kayu,Besi, Beton)70,000.0014,000.00Kepala Tukang (Kayu/Besi/Batu)0.0350OH@Rp85,000.00Rp2,975.000.0200OhKepala Tukang (Batu,kayu,Besi, Beton)80,000.001,600.00Mandor0.0300OH@Rp90,000.00Rp2,700.000.0600OhMandor65,000.003,900.00JumlahRp161,869.00Jumlah..771,330.42DibulatkanRp161,869.00Dibulatkan..771,330.00SNI.7395.2008.6.9b1 M2 Pasangan Lantai Keramik 40 x 40 cm (Anti Slip)Keramik 40 x 40 cm (Anti Slip)6.2500Bh@Rp10,000.00Rp62,500.00Semen PC @ 40 kg11.3800Kg@Rp1,300.00Rp14,794.000.16Pasir Pasang0.0420M3@Rp125,000.00Rp5,250.006.25Semen Putih @ 50 Kg1.5000Kg@Rp2,400.00Rp3,600.00Pekerja0.6200OH@Rp65,000.00Rp40,300.000.1089Tukang (Kayu/Besi/Batu)0.3500OH@Rp85,000.00Rp29,750.009.1827364555Kepala Tukang (Kayu/Besi/Batu)0.0350OH@Rp85,000.00Rp2,975.00Mandor0.0300OH@Rp90,000.00Rp2,700.00JumlahRp161,869.00DibulatkanRp161,869.00SNI.7395.2008.6.9c1 M2 Pasangan Lantai Keramik 20 x 20 cm (Anti Slip)Keramik 20 x 20 cm16.0000Bh@Rp6,000.00Rp96,000.0016Semen PC @ 40 kg11.3800Kg@Rp1,300.00Rp14,794.00Pasir Pasang0.0420M3@Rp125,000.00Rp5,250.00Semen Putih @ 50 Kg1.5000Kg@Rp2,400.00Rp3,600.00Pekerja0.6200OH@Rp65,000.00Rp40,300.00Tukang (Kayu/Besi/Batu)0.3500OH@Rp85,000.00Rp29,750.00Kepala Tukang (Kayu/Besi/Batu)0.0350OH@Rp85,000.00Rp2,975.00Mandor0.0300OH@Rp90,000.00Rp2,700.00JumlahRp195,369.00DibulatkanRp195,369.00SNI.7395.2008.6.9d1 M2 Pasangan Dinding Keramik 20 x 25 cmKeramik 20 x 25 cm (Anti Slip)16.0000Bh@Rp8,000.00Rp128,000.00Semen PC @ 40 kg11.3800Kg@Rp1,300.00Rp14,794.00Pasir Pasang0.0420M3@Rp125,000.00Rp5,250.00Semen Putih @ 50 Kg1.5000Kg@Rp2,400.00Rp3,600.00Pekerja0.6200OH@Rp65,000.00Rp40,300.00Tukang (Kayu/Besi/Batu)0.3500OH@Rp85,000.00Rp29,750.00Kepala Tukang (Kayu/Besi/Batu)0.0350OH@Rp85,000.00Rp2,975.00Mandor0.0300OH@Rp90,000.00Rp2,700.00JumlahRp227,369.00DibulatkanRp227,369.00SNI.7394.2008.6.10.1651 M3 Beton Mutu fc = 7,4 Mpa (K100), Slump (12 2) cm, w/c = 0.876.0606060606Semen PC @ 40 kg247.0000Kg@Rp1,300.00Rp321,100.00Pasir Beton0.5200M3@Rp125,000.00Rp65,000.00Kerikil Beton/Batu Pecah0.8700M3@Rp120,000.00Rp104,400.00pasir1400 kg/m3Pekerja1.6500OH@Rp65,000.00Rp107,250.00kerikil1350 kg/m3Tukang (Kayu/Besi/Batu)0.2500OH@Rp85,000.00Rp21,250.00Kepala Tukang (Kayu/Besi/Batu)0.0250OH@Rp85,000.00Rp2,125.00Mandor0.0800OH@Rp90,000.00Rp7,200.00JumlahRp628,325.00DibulatkanRp628,325.00PEKERJAAN BETON BERTULANGSNI.7394.2008-6.51 M3 Membuat Beton Bertulang (K-175) 1Pc : 2 Ps : 3 KrSemen PC @ 40 kg326.00kg@Rp1,300.00Rp423,800.00Pasir Beton0.54M3@Rp125,000.00Rp67,857.14Kerikil Beton/Batu Pecah0.76M3@Rp120,000.00Rp91,466.67Air215.00Ltr@Rp50.00Rp10,750.00Pekerja1.65OH@Rp65,000.00Rp107,250.00Tukang (Kayu/Besi/Batu)0.28OH@Rp85,000.00Rp23,375.00Kepala Tukang (Kayu/Besi/Batu)0.03OH@Rp85,000.00Rp2,380.00Mandor0.08OH@Rp90,000.00Rp7,470.00JumlahRp734,348.81DibulatkanRp734,349.00SNI.7394.2008-6.71 M3 Membuat Beton Bertulang (K-250)Semen PC @ 40 kg384.000kg@Rp1,300.00Rp499,200.00pasir1400kg/m3Pasir Beton0.494M3@Rp125,000.00Rp61,785.71kerikil1350kg/m3Kerikil Beton/Batu Pecah0.770M3@Rp120,000.00Rp92,355.56Air215.000Ltr@Rp50.00Rp10,750.00Pekerja1.650OH@Rp65,000.00Rp107,250.00Tukang (Kayu/Besi/Batu)0.275OH@Rp85,000.00Rp23,375.00Kepala Tukang (Kayu/Besi/Batu)0.028OH@Rp85,000.00Rp2,380.00Mandor0.083OH@Rp90,000.00Rp7,470.00JumlahRp804,566.27SNI.7394.2008-6.201 M2 Pasang Bekisting untuk PondasiKayu Kelas II (Kamper/Kruing/dll)0.0400M3@Rp3,500,000.00Rp140,000.00Paku Kayu0.3000Kg@Rp15,000.00Rp4,500.00Minyak Bekisting/Oil0.1000Ltr@Rp6,000.00Rp600.00Pekerja0.3000OH@Rp65,000.00Rp19,500.00Tukang (Kayu/Besi/Batu)0.2600OH@Rp85,000.00Rp22,100.00Kepala Tukang (Kayu/Besi/Batu)0.0260OH@Rp85,000.00Rp2,210.00Mandor0.0050OH@Rp90,000.00Rp450.00JumlahRp189,360.00DibulatkanRp189,360.00SNI.7394.2008-6.211 M2 Pasang Bekisting untuk SloofKayu Kelas II (Kamper/Kruing/dll)0.0450M3@Rp3,500,000.00Rp157,500.00Paku Kayu0.3000Kg@Rp15,000.00Rp4,500.00Minyak Bekisting/Oil0.1000Ltr@Rp6,000.00Rp600.00Pekerja0.3000OH@Rp65,000.00Rp19,500.00Tukang (Kayu/Besi/Batu)0.2600OH@Rp85,000.00Rp22,100.00Kepala Tukang (Kayu/Besi/Batu)0.0260OH@Rp85,000.00Rp2,210.00Mandor0.0050OH@Rp90,000.00Rp450.00JumlahRp206,860.00DibulatkanRp206,860.00SNI.7394.2008-6.221 M2 Pasang Bekisting untuk KolomKayu Kelas II (Kamper/Kruing/dll)0.0400M3@Rp3,500,000.00Rp140,000.00Paku Kayu0.4000Kg@Rp15,000.00Rp6,000.00Minyak Bekisting/Oil0.2000Ltr@Rp6,000.00Rp1,200.00Kayu Klas III (Borneo/dll)0.0150M3@Rp3,000,000.00Rp45,000.00Plywood 9 mm0.3500Lmbr@Rp135,000.00Rp47,250.00Kayu Perancah2.0000Btg@Rp15,000.00Rp30,000.00Pekerja0.6600OH@Rp65,000.00Rp42,900.00Tukang (Kayu/Besi/Batu)0.3300OH@Rp85,000.00Rp28,050.00Kepala Tukang (Kayu/Besi/Batu)0.0330OH@Rp85,000.00Rp2,805.00Mandor0.0330OH@Rp90,000.00Rp2,970.00JumlahRp346,175.00DibulatkanRp346,175.00SNI.7394.2008-6.231 M2 Pasang Bekisting untuk BalokKayu Kelas II (Kamper/Kruing/dll)0.0400M3@Rp3,500,000.00Rp140,000.00Paku Kayu0.4000Kg@Rp15,000.00Rp6,000.00Minyak Bekisting/Oil0.2000Ltr@Rp6,000.00Rp1,200.00Kayu Klas III (Borneo/dll)0.0180M3@Rp3,000,000.00Rp54,000.00Plywood 9 mm0.350Lmbr@Rp135,000.00Rp47,250.00Kayu Perancah2.0000Btg@Rp15,000.00Rp30,000.00Pekerja0.6600OH@Rp65,000.00Rp42,900.00Tukang (Kayu/Besi/Batu)0.3300OH@Rp85,000.00Rp28,050.00Kepala Tukang (Kayu/Besi/Batu)0.0330OH@Rp85,000.00Rp2,805.00Mandor0.0330OH@Rp90,000.00Rp2,970.00JumlahRp355,175.00DibulatkanRp355,175.00SNI.7394.2008-6.241 M2 Pasang Bekisting untuk Plat LantaiKayu Kelas II (Kamper/Kruing/dll)0.0400M3@Rp3,500,000.00Rp140,000.00Paku Kayu0.4000Kg@Rp15,000.00Rp6,000.00Minyak Bekisting/Oil0.2000Ltr@Rp6,000.00Rp1,200.00Kayu Klas III (Borneo/dll)0.0150M3@Rp3,000,000.00Rp45,000.00Plywood 9 mm0.3500Lmbr@Rp135,000.00Rp47,250.00Kayu Perancah6.0000Btg@Rp15,000.00Rp90,000.00Pekerja0.6600OH@Rp65,000.00Rp42,900.00Tukang (Kayu/Besi/Batu)0.3300OH@Rp85,000.00Rp28,050.00Kepala Tukang (Kayu/Besi/Batu)0.0330OH@Rp85,000.00Rp2,805.00Mandor0.0330OH@Rp90,000.00Rp2,970.00JumlahRp406,175.00DibulatkanRp406,175.00SNI.3435.2002-6.341 M2 Pasang Bekisting untuk TanggaKayu Kelas II (Kamper/Kruing/dll)0.0300M3@Rp3,500,000.00Rp105,000.00Paku Kayu0.4000Kg@Rp15,000.00Rp6,000.00Minyak Bekisting/Oil0.1500Ltr@Rp6,000.00Rp900.00Kayu Klas III (Borneo/dll)0.0150M3@Rp3,000,000.00Rp45,000.00Plywood 9 mm0.3500Lmbr@Rp135,000.00Rp47,250.00Kayu Perancah2.0000Btg@Rp15,000.00Rp30,000.00Pekerja0.6600OH@Rp65,000.00Rp42,900.00Tukang (Kayu/Besi/Batu)0.3300OH@Rp85,000.00Rp28,050.00Kepala Tukang (Kayu/Besi/Batu)0.0330OH@Rp85,000.00Rp2,805.00Mandor0.0330OH@Rp90,000.00Rp2,970.00JumlahRp310,875.00DibulatkanRp310,875.00SNI.7394.2008-6.17a1 Kg Pembesian dengan Besi PolosBesi Beton Polos1.0500Kg@Rp11,500.00Rp12,075.00Kawat Beton0.0150Kg@Rp12,000.00Rp180.00Pekerja0.0070OH@Rp65,000.00Rp455.00Tukang (Kayu/Besi/Batu)0.0070OH@Rp85,000.00Rp595.00Kepala Tukang (Kayu/Besi/Batu)0.0007OH@Rp85,000.00Rp59.50Mandor0.0004OH@Rp90,000.00Rp36.00JumlahRp13,400.50DibulatkanRp13,401.00SNI.7394.2008-6.17 b1 Kg Pembesian dengan Besi UlirBesi Beton Ulir1.0500Kg@Rp14,000.00Rp14,700.00Kawat Beton0.0150Kg@Rp12,000.00Rp180.00Pekerja0.0070OH@Rp65,000.00Rp455.00Tukang (Kayu/Besi/Batu)0.0070OH@Rp85,000.00Rp595.00Kepala Tukang (Kayu/Besi/Batu)0.0007OH@Rp85,000.00Rp59.50Mandor0.0004OH@Rp90,000.00Rp36.00JumlahRp16,025.50DibulatkanRp16,026.00Anl. TaksirMembongkar dan Menyiram BetonMembongkar/Menyiram Beton1.00Ls@Rp5,000.00Rp5,000.00JumlahRp5,000.00DibulatkanRp5,000.00PEKERJAAN LANGIT -LANGITSNI.2839.2008-6.7Memasang 1 M2 Langit-langit Gypsum 9 mmPekerja0.1000Org@Rp65,000.00Rp6,500.00Tukang (Kayu/Besi/Batu)0.0500Org@Rp85,000.00Rp4,250.00Kepala Tukang (Kayu/Besi/Batu)0.0050Org@Rp85,000.00Rp425.00Mandor0.0050Org@Rp90,000.00Rp450.00Screw0.1100Kg@Rp600.00Rp66.00Gypsum board 9 mm0.3640Lbr@Rp100,000.00Rp36,400.00JumlahRp48,091.00DibulatkanRp48,091.00SNI.2839.2008-6.7aMemasang 1 M2 Langit-langit Gypsum 9 mm (Motif)Pekerja0.1000Org@Rp65,000.00Rp6,500.00Tukang (Kayu/Besi/Batu)0.0500Org@Rp85,000.00Rp4,250.00Kepala Tukang (Kayu/Besi/Batu)0.0050Org@Rp85,000.00Rp425.00Mandor0.0050Org@Rp90,000.00Rp450.00Screw0.1400Kg@Rp600.00Rp84.00Gypsum board 9 mm0.4240Lbr@Rp100,000.00Rp42,400.00JumlahRp54,109.00DibulatkanRp54,109.00SNI.2839.2008-6.81 M' List Plafond Gypsum ProfilList Gypsum Profil1.0500M'@Rp11,000.00Rp11,550.00Dempul gypsum0.1500Kg@Rp25,000.00Rp3,750.00Pekerja0.0600Org@Rp65,000.00Rp3,900.00Tukang (Kayu/Besi/Batu)0.0500Org@Rp85,000.00Rp4,250.00Kepala Tukang (Kayu/Besi/Batu)0.0050Org@Rp85,000.00Rp425.00Mandor0.0030Org@Rp90,000.00Rp270.00JumlahRp24,145.00DibulatkanRp24,145.00Anl.SNI.6.14-20021 M2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup)Tukang (Kayu/Besi/Batu)0.0630Oh@Rp85,000.00Rp5,355.000.2000KgPlamir TembokKepala Tukang (Kayu/Besi/Batu)0.0063Oh@Rp85,000.00Rp535.500.2000KgCat DasarMandor0.0025Oh@Rp90,000.00Rp225.000.2600KgCat TembokPekerja0.0200Oh@Rp65,000.00Rp1,300.000.0200OrgPekerjaCat Tembok0.2600kg@Rp30,000.00Rp7,800.000.0630OrgTukangCat Tembok Dasar0.1000kg@Rp30,000.00Rp3,000.000.0063OrgKepala TukangPlamir Tembok0.1000kg@Rp15,000.00Rp1,500.000.0025OrgMandorJumlahRp19,715.50DibulatkanRp19,716.00Anl. Cat.31 m2 Cat Kayu (2 Lapis) termasuk pekerjaan plamur, MengamplasAnl. Cat.31 m2 Cat Kayu (2 Lapis) termasuk pekerjaan plamur, MengamplasCat Kayu Dasar0.125kg@Rp30,000.00Rp3,750.000.125kgCat Dasar ACI Alkali32,500.004,062.50Kertas Amplas0.500Lbr@Rp10,000.00Rp5,000.000.500LbrKertas Amplas3,000.001,500.00Cat Kayu Mengkilat0.200kg@Rp55,000.00Rp11,000.000.200kgCat Tembok ICI Wheathershield60,000.0012,000.00Kuas Roda0.015bh@Rp20,000.00Rp300.000.015bhKuas Roda30,000.00450.00Pekerja0.160OH@Rp65,000.00Rp10,400.000.160OHPekerja50,000.008,000.00Mandor0.010OH@Rp90,000.00Rp900.000.010OHMandor65,000.00650.00Tukang (Kayu/Besi/Batu)0.280OH@Rp85,000.00Rp23,800.000.280OHTukang (Batu,Kayu,Besi, Beton)70,000.0019,600.00Kepala Tukang (Kayu/Besi/Batu)0.030OH@Rp85,000.00Rp2,550.000.030OHKepala Tukang (Batu,kayu,Besi, Beton)80,000.002,400.00JumlahRp57,700.00Jumlah..48,662.50DibulatkanRp57,700.00Dibulatkan..48,663.00PEKERJAAN SANITASI DAN PLUMBINGSNI T-15-2002-6.25Memasang 1 M' Pipa PVC tipe AW 1/2"Pipa PVC 1/2"1.200M'@Rp6,000.00Rp7,200.00Harga pipa utk Perlengkapan35.000%@Rp2,100.00Rp735.0032230066900Pekerja0.036Org@Rp65,000.00Rp2,340.0013770037700Tukang (Kayu/Besi/Batu)0.060Org@Rp85,000.00Rp5,100.0013770037700Kepala Tukang (Kayu/Besi/Batu)0.006Org@Rp85,000.00Rp510.0023000060000Mandor0.002Org@Rp90,000.00Rp162.0014540045400JumlahRp16,047.00$247,700DibulatkanRp16,047.00SNI T-15-2002-6.29Memasang 1 M' Pipa PVC tipe AW 2"Pipa PVC 2"1.200M'@Rp20,000.00Rp24,000.00Harga pipa utk Perlengkapan35.000%@Rp7,000.00Rp2,450.00Pekerja0.054Org@Rp65,000.00Rp3,510.00Tukang (Kayu/Besi/Batu)0.090Org@Rp85,000.00Rp7,650.00Kepala Tukang (Kayu/Besi/Batu)0.009Org@Rp85,000.00Rp765.00Mandor0.003Org@Rp90,000.00Rp243.00JumlahRp38,618.00DibulatkanRp38,618.00SNI T-15-2002-B.26Memasang 1 M' Pipa PVC tipe AW 3/4"Pipa PVC 3/4"1.100M'@Rp5,000.00Rp5,500.00Harga pipa utk Perlengkapan25.000%@Rp1,250.00Rp312.50Pekerja0.036Org@Rp65,000.00Rp2,340.00Tukang (Kayu/Besi/Batu)0.060Org@Rp85,000.00Rp5,100.00Kepala Tukang (Kayu/Besi/Batu)0.006Org@Rp85,000.00Rp510.00Mandor0.002Org@Rp90,000.00Rp162.00JumlahRp13,924.50DibulatkanRp13,925.00SNI T-15-2002-B.32Memasang 1 M' Pipa PVC tipe AW 4"Pipa PVC 4"1.200M'@Rp50,000.00Rp60,000.00Harga pipa utk Perlengkapan35.000%@Rp17,500.00Rp6,125.00Pekerja0.081Org@Rp65,000.00Rp5,265.00Tukang (Kayu/Besi/Batu)0.135Org@Rp85,000.00Rp11,475.00Kepala Tukang (Kayu/Besi/Batu)0.014Org@Rp85,000.00Rp1,147.50Mandor0.004Org@Rp90,000.00Rp369.00JumlahRp84,381.50DibulatkanRp84,382.00SNI T-15-2002-B.35Memasang 1 Buah Kran " atau "Kran Air1.000Buah@Rp35,000.00Rp35,000.00Seal Tape0.025Buah@Rp10,000.00Rp250.00Pekerja0.010Org@Rp65,000.00Rp650.00Tukang (Kayu/Besi/Batu)0.100Org@Rp85,000.00Rp8,500.00Kepala Tukang (Kayu/Besi/Batu)0.010Org@Rp85,000.00Rp850.00Mandor0.005Org@Rp90,000.00Rp450.00JumlahRp45,700.00DibulatkanRp45,700.00Anl. H.81 m2 Penutup Atap Celulos BeitumenPenutup Atap Celulos Bitumen0.556Lbr@Rp120,000.00Rp66,720.00Paku Atap Seng9.000bh@Rp1,200.00Rp10,800.00Pekerja0.100OH@Rp65,000.00Rp6,500.00Tukang (Kayu/Besi/Batu)0.005OH@Rp85,000.00Rp425.00Kepala Tukang (Kayu/Besi/Batu)0.200OH@Rp85,000.00Rp17,000.00Mandor0.020OH@Rp90,000.00Rp1,800.00Rp103,245.00Rp103,245.00Anl. H.10a1 m2 Bubungan Celulos BeitumenPenutup Rabung Celulos Beitumen1.000Lbr@Rp70,000.00Rp70,000.00Paku / Baut Ulir Atap9.000bh@Rp350.00Rp3,150.00Pekerja0.350OH@Rp65,000.00Rp22,750.00Tukang (Kayu/Besi/Batu)0.250OH@Rp85,000.00Rp21,250.00Kepala Tukang (Kayu/Besi/Batu)0.030OH@Rp85,000.00Rp2,550.00Rp119,700.00Rp119,700.000.0Anl. H.81 m2 Penutup Atap Celulos Beitumen0.00.556LbrPenutup Atap Celulos Bitumen130,000.0072,280.000.09.000bhPaku Atap Seng1,200.0010,800.000.100OHPekerja50,000.005,000.000.005OHMandor65,000.00325.000.200OHTukang (Batu,Kayu,Besi, Beton)70,000.0014,000.000.020OHKepala Tukang (Batu,kayu,Besi, Beton)80,000.001,600.00Jumlah..104,005.000Dibulatkan..104,005.000Anl. H.10a1 m2 Bubungan Celulos Beitumen1.000LbrPenutup Rabung Celulos Beitumen90,000.0090,000.009.000bhPaku / Baut Ulir Atap350.003,150.000.350OHPekerja50,000.0017,500.000.250OHTukang (Batu,Kayu,Besi, Beton)70,000.0017,500.000.030OHKepala Tukang (Batu,kayu,Besi, Beton)80,000.002,400.00Jumlah..130,550.00Dibulatkan..130,550.00

Harga BahanDAFTAR HARGA SATUAN BAHAN DAN UPAHPEKERJAAN: PEMBANGUNAN SPALOKASI: CASANEMOTAHUN: 2015NO.KOMPONEN MATERIAL/BAHANHARGA (Rp)SATHARGA (Rp)1Air50Ltr502Batu Bata Merah800Bh8003Batu Kali/Batu Belah130,000M3130,0004Besi Angel Bracket (to concrete)11,000Bh11,0005Besi Beton Polos11,500kg11,5006Besi Beton Ulir14,000kg14,0007Cat Kayu Dasar30,000kg30,0008Cat Kayu Mengkilat55,000kg55,0009Cat Tembok30,000kg30,00010Cat Tembok Dasar30,000kg30,00011Dempul gypsum25,000Kg25,00012Gypsum board 9 mm100,000Lbr100,00013Kran Air35,000Bh35,00014Kawat Beton12,000kg12,00015Kawat Tembaga Drat/BC 16 mm70,000Kg70,00016Kayu Kelas I4,500,000M34,500,00017Kayu Kelas II (Kamper/Kruing/dll)3,500,000M33,500,00018Kayu Klas III (Borneo/dll)3,000,000M33,000,00019Kayu Perancah15,000Btg25,00020Keramik 40 x 40 cm10,000Bh10,0006300021Keramik 40 x 40 cm (Anti Slip)10,000Bh10,000622Keramik 20 x 20 cm6,000Bh6,0001050023Keramik 20 x 25 cm (Anti Slip)8,000Bh8,00024Kerikil Beton/Batu Pecah120,000M3120,00025Kertas Amplas10,000Lbr10,00026Kuas Roda20,000Buah20,00027List Gypsum Profil11,000M'11,00028Membongkar/Menyiram Beton5,000Ls5,00029Minyak Bekisting/Oil6,000Ltr6,00030Paku beton300Bh30031Paku Atap Seng1,200Bh1,20032Paku Kayu15,000Kg15,00033Paku / Baut Ulir Atap350Bh35034Papan Kayu3,000,000M33,000,00035Pasir Beton125,000M3125,00036Pasir Pasang125,000M3125,00037Pasir Urug100,000M3100,00038Penutup Atap Celulos Bitumen120,000Lbr120,00039Penutup Rabung Celulos Beitumen70,000Lbr70,00040Pipa PVC 1/2"6,000M'7,16741Pipa PVC 2"20,000M'22,83342Pipa PVC 3/4"5,000M'5,66743Pipa PVC 4"50,000M'53,05044Plamir Tembok15,000Kg15,00045Plywood 9 mm135,000Lbr135,00046Screw600Kg60047Seal Tape10,000Bh10,00048Semen PC @ 40 kg1,300kg1,35052,000.0049Semen Putih @ 50 Kg2,400kg2,40050Tanah Timbun50,000M350,000NO.TENAGA KERJAHARGA (Rp)SATHARGA (Rp)1Pekerja65,000OH65,0002Tukang (Kayu/Besi/Batu)85,000OH85,0003Kepala Tukang (Kayu/Besi/Batu)85,000OH85,0004Mandor90,000OH90,0000.00.00.000

BackUpRINCIAN PERHITUNGAN VOLUME PEKERJAANNOURAIAN PEKERJAANTYPEJLHBjVOLUMESAT( P )( L )( L )( T )(M)(kg/m)12345678910IPEKERJAAN PERSIAPAN1Pembersihan Lapangan11.0013.00143.000M29.552Pemasangan Bouwplank48.000M'0.633Direksi Keet/Barak Kerja (Sewa)1.001.00LS8.924Papan Nama Proyek1.001.00LS5Pengadaan Air Kerja1.001.00LS6Pengadaan Listrik Kerja1.001.00LS7Dokumentasi Dan Administrasi1.001.00LSIILANTAI 1APEKERJAAN TANAH DAN PONDASIPondasi Tapak/Sumuran1Galian Tanah Pondasi Tapak (TP 1)121.001.001.3516.200M316.200M32Urugan Pasir Alas Pondasi Tapak tebal 5 cm121.001.000.050.600M30.600M33Pasangan Batu Kosong121.001.000.101.20M31.20M34Urugan Tanah Kembali4.05M3Pondasi Menerus Batu Gunung1Galian Tanah Pondasi Batu Gunung93.970.800.8060.1412.000.800.80(0.80)(6.14)54.00M32Urugan pasir Alas Pondasi Menerus93.970.800.053.763.76M33Pas. Aanstamping tebal 10 cm93.970.800.107.527.52M34Pas. Pondasi Batu Gunung 1pc : 4ps93.970.800.300.800.4441.3541.35M35Angchor stik dia 10-100 mm93.970.800.6246.38Kg6Urugan Tanah Kembali15.04M3BPEKERJAAN BETON BERTULANG1Pondasi Tapak TP1 (100 X 100 cm)-Beton Cor K-250121.001.000.202.40M3393.80410.85-Besi Beton Polos (14-170 mm) ; (14-210 mm)1210.9110.911.21316.28Kg164.08-Bekisting120.400.403x penggunaan3.20M2-Pekerjaan Lain-lain2.40Ls2Sloof Beton Type S.1 cm-Beton Cor K-25093.970.200.305.64M3-Besi Beton Polos (714 mm)793.971.21794.61KgBesi Sloof/meter-Besi Beton Polos Tumpuan 6-100 ; Lapangan 6-150469.851.000.22104.31Kgdia.147-Bekisting93.970.603x penggunaan37.59M2dia.06-Pekerjaan Lain-lain5.64Ls3Kolom Beton Tipe K1 Uk. 30 x 30 cm-Beton Cor K-250120.300.304.004.32M3-Besi Beton Polos (814 mm)964.001.21463.87Kg-Besi Beton Polos (6-100 mm)4801.200.22127.87Kg-Bekisting124.001.203x penggunaan19.20M2-Pekerjaan Lain-lain4.32Ls4Kolom Beton Tipe K2 Uk. 13 x 13 cm-Beton Cor K-25090.130.133.000.46M3-Besi Beton Polos (414mm)363.001.21130.46Kg-Besi Beton Polos (6-100 mm)2700.520.2231.17Kg-Bekisting93.000.523x penggunaan4.68M2-Pekerjaan Lain-lain0.46Ls5Balok Tipe B.1 Uk. 20 x 30 cm-Beton Cor K-25098.530.200.183.55M3247.00-Besi Beton Polos (714 mm)798.531.21833.17Kg-Besi Beton Polos Tumpuan 6-100 ; Lapangan 6-150656.870.760.22110.83Kg-Bekisting98.530.583x penggunaan19.05M2-Pekerjaan Lain-lain3.55Ls6Plat Lantai Tebal 12 cm12.739.13116.224968.56-Beton Cor K-2500.12116.2213.95M3jarak 10 cm 2 lapis220 btg besi lt-Besi Beton Polos (10-100 mm)0.622,866.11KgBerat besi per m240.0024.66Kg/m2116.222,866.11Kg/m2-Bekisting116.22M2-Pekerjaan Lain-lain13.95LsCPEKERJAAN PASANGAN1Pasangan Dinding Bata 1:4175.602.70204.120PJ1-11.722.10-3.612-20.960.86-1.651P2-50.922.10-9.660P3-10.822.10-1.722J1-11.021.58-1.612J2-11.420.72-1.022J3-10.922.12-1.950J4-21.120.92-2.061180.830M22Plesteran Dinding Bata 1:4361.659M2DPEKERJAAN PLAFOND1Rangka Plafond18.5112.73108.33108.33M22Pasangan Plafond Gypsum 9 mm18.5112.73108.33108.33M23Pemasangan List Plafond175.6075.6075.60M'EPEKERJAAN LANTAI1Tanah Timbun110.8812.730.3041.55141.551M32Urugan pasir Alas lantai T = 10 cm110.8812.730.1013.850M316.006.0013.850M33Beton Cor Alas lantai T = 8 cm110.8812.730.0811.080M311.080M34Pas. Lantai keramik 40 x 40 cm110.8812.73138.502KM/WC-11.632.30-3.749134.753M25Pas. keramik 20 x 20 cm (Toilet)11.632.303.7496Pas. keramik 20 x 25 cm (Dinding KM/WC)17.861.8014.14814.15M2jendela PVCFPEKERJAAN PENGECATAN1.41.82.521Pengecatan DindingPengecatan Dinding 1:4361.66M20.0361.66M22Pengecatan Plafond108.33M2GPEKERJAAN PENGADAAN DAN PEMASANGAN KUSEN, PINTU, DAN JENDELA1Pintu Tipe PJ1Pintu & Jendela Blockboard + Frame Alumunium + Accessories11.00UnitP1-20.922.10P2-20.702.102Pintu Tipe P2J1-12.641.52Pintu Blockboard + Frame Alumunium + Accessories55.00UnitJ2-12.180.72J3-11.382.103Pintu Tipe P3V1-10.920.72Pintu Kayu + Kusen Kayu + Accessories11.00Unitjendela PVC1.41.84Jendela Tipe J1Jendela + Frame Alumunium + Accessories11.00Unit$2,400,0000.05Jendela Tipe J2Jendela + Frame Alumunium + Accessories11.00Unit6Jendela Tipe J3Jendela + Frame Alumunium + Accessories11.00Unit7Jendela Tipe J4Jendela + Frame Alumunium + Accessories22.00UnitHPEKERJAAN MEKANIKAL ELEKTRIKAL1Panel KontrolaPanel MCB11.00UnitbPanel AC11.00Unit2Titik InstalasiaInstalasi Titik Panel SDP33.00TitikbInstalasi Titik Penerangan (Termasuk Pembobokan dan Perapian)3333.00TitikcInstalasi Titik Stop Kontak (Termasuk Pembobokan dan Perapian)2525.00Titik3Kabel + AccessoriesaKabel GL 2,5 mm NYA5050.00M'bIsolasi33.00Bh5Lampu PeneranganaLampu Dinding 18 watt + Accessories2828.00UnitbLampu HE 18 watt + Accessories55.00UnitcSaklar Double + Kelengkapan1010.00UnitdStop Kontak Setara Panasonic2525.00UnitIPEKERJAAN INSTALASI AIR BERSIH1Pipa Air Bersih PVC 3/4"150.0050.00M12Instalasi Air Bersih (termasuk galian, pembobokan,50.0050.00M1penyambungan koneksi)3Kran Air Stainless 1/2"22.00M14Floor drain22.00Bh5Wastafel77.00Bh6Water Heater11.00BhJPEKERJAAN INSTALASI AIR KOTOR1Pipa Air Kotor PVC 2"150.0050.00M12Pipa Kotoran PVC 4"140.0040.00M13Instalasi Air Kotor (termasuk galian, pembobokan,150.0050.00M1penyambungan koneksi)4Kloset Duduk22.00BhMPEKERJAAN TANGGA LT 11Plat Beton Bordes-Beton Cor K-25010.81.000.120.800.10M3-Besi Beton Polos (10-200 mm)14.000.622.47Kg-Bekisting3x penggunaan0.55M2-Pekerjaan Lain-lain0.10Ls2Plat Lantai Tangga-Beton Cor K-25014.601.000.124.600.55M3-Besi Beton Polos (10-200 mm)120.910.6212.90Kg-Bekisting3x penggunaan2.43M2-Pekerjaan Lain-lain0.55Ls3Tangga Beton-Beton Cor K-250151.000.200.300.450.45M3-Besi Beton Polos (10-200 mm)681.000.6220.9420.94Kg-Bekisting7.503x penggunaan2.50M2-Pekerjaan Lain-lain0.45Ls4Pasangan Keramik Tangga151.000.200.307.507.50M2LANTAI 2APEKERJAAN BETON BERTULANG1Kolom Beton Tipe K1 Uk. 30 x 30 cm-Beton Cor K-250100.300.303.002.70M3-Besi Beton Polos (814 mm)803.001.21289.92Kg-Besi Beton Polos (6-100 mm)3001.200.2279.92Kg-Bekisting101.801.803x penggunaan12.00M2-Pekerjaan Lain-lain2.70Ls2Kolom Beton Tipe K2 Uk. 13 x 13 cm-Beton Cor K-250180.130.133.000.91M3-Besi Beton Polos (414mm)723.000.62133.27Kg-Besi Beton Polos (6-100 mm)2700.520.2231.17Kg-Bekisting180.780.783x penggunaan9.36M2-Pekerjaan Lain-lain0.91Ls3Ring Balk Tipe B.1 Uk. 20 x 30 cm-Beton Cor K-25011.540.200.180.42M3247.00-Besi Beton Polos (714mm)711.541.2197.58Kg-Besi Beton Polos Tumpuan 6-100 ; Lapangan 6-15057.700.760.229.74Kg-Bekisting11.543x penggunaan1.38M2-Pekerjaan Lain-lain0.42Ls4Ring Balk Tipe B.1 Uk. 15 x 20 cm-Beton Cor K-25048.980.150.080.59M3-Besi Beton Polos (614mm)648.981.21355.01Kg-Besi Beton Polos Tumpuan 8-100 ; Lapangan 8-150244.900.460.4044.50Kg-Bekisting48.983x penggunaan2.61M2-Pekerjaan Lain-lain0.59Ls5Plat Lantai Tebal 2x12 cm Bawah Bak Air22.832.9416.64040.0-Beton Cor K-2500.1216.642.00M3-Besi Beton Polos (10-200 mm)277.400.6295.51Kg-Bekisting3x penggunaan6.01M2-Pekerjaan Lain-lain2.00Ls6Kolom Beton Tipe K1 Uk. 30 x 30 cm T.1 m-Beton Cor K-25040.300.301.000.36M3-Besi Beton Polos (814 mm)321.001.2138.66Kg-Besi Beton Polos (6-100 mm)201.200.225.33Kg-Bekisting40.600.603x penggunaan1.60M2-Pekerjaan Lain-lain0.36LsBPEKERJAAN PASANGAN1Pasangan Dinding Bata 1:4148.272.70130.329P2-10.922.10-1.932P3-30.822.10-5.166J7-11.302.03-2.639V1-10.720.62-0.446V2-10.621.60-0.992V3-30.301.00-0.900118.254M22Pasangan Bata Pada Bak Air Bawah Atap111.541.0011.540M22Plesteran Dinding Bata 1:4248.047M23Pasangan Dinding Kayu120.442.7055.188J5-32.902.10-18.270J6-12.691.10-2.95933.959M2DPEKERJAAN LANTAI1Pas. Lantai keramik 40 x 40 cm112.736.8887.58285.582M2EPEKERJAAN PENGECATAN1Pengecatan DindingPengecatan Dinding 1:4248.05M2Pengecatan Kolom & Balok248.05M2FPEKERJAAN PENGADAAN DAN PEMASANGAN KUSEN, PINTU, DAN JENDELA1Pintu Tipe P2Pintu Blockboard + Frame Alumunium + Accessories11.00UnitP1-20.922.10P2-20.702.102Pintu Tipe P3J4-13.362.26Pintu Kayu + Kusen Kayu + Accessories33.00UnitJ5-10.542.26J6-12.680.723Jendela Tipe J5J7-30.722.31Jendela + Frame Alumunium + Accessories33.00UnitJ8-10.542.32V1-10.920.724Jendela Tipe J6Jendela + Frame Alumunium + Accessories11.00Unit5Jendela Tipe J7Jendela + Frame Alumunium + Accessories11.00Unit6Ventilasi Tipe V1Ventilasi + Frame Alumunium + Accessories11.00Unit7Ventilasi Tipe V2Ventilasi + Frame Alumunium + Accessories11.00Unit8Ventilasi Tipe V3Ventilasi + Frame Alumunium + Accessories33.00UnitGPEKERJAAN MEKANIKAL ELEKTRIKAL1Panel KontrolaPanel MCB11.00UnitbPanel AC11.00Unit2Titik InstalasiaInstalasi Titik Panel SDP33.00TitikbInstalasi Titik Penerangan (Termasuk Pembobokan dan Perapian)2727.00TitikcInstalasi Titik Stop Kontak (Termasuk Pembobokan dan Perapian)2323.00Titik3Kabel + AccessoriesaKabel GL 2,5 mm NYA5252.00M'bIsolasi33.00Bh5Lampu PeneranganaLampu Dinding 18 watt + Accessories2424.00UnitbLampu HE 18 watt + Accessories33.00UnitcSaklar Double + Kelengkapan1111.00UnitdStop Kontak Setara Panasonic2323.00UnitIPEKERJAAN INSTALASI AIR BERSIH1Pipa Air Bersih PVC 3/4"150.0050.00M12Instalasi Air Bersih (termasuk galian, pembobokan,50.0050.00M1penyambungan koneksi)3Kran Air Stainless 1/2"33.00M14Floor drain33.00Bh5Wastafel22.00Bh6Water Heater33.00BhJPEKERJAAN INSTALASI AIR KOTOR1Pipa Air Kotor PVC 2"150.0050.00M12Pipa Kotoran PVC 4"140.0040.00M13Instalasi Air Kotor (termasuk galian, pembobokan,150.0050.00M1penyambungan koneksi)4Kloset Duduk33.00BhPEKERJAAN ATAP1Pengadaan dan pemasangan atap rumbia12.7210.88138.39168.74M2cos a =4,15/5,06=0.82015810282Rangka atap kayu168.74m2

Isma:termasuk KMIsma:kurang balokIsma:KURANGI GALIAN PADA POSISI TAPAKIsma:kurangi tebal plat lantaiIsma:kurangi tebal plat lantaiIsma:kurangi tebal plat lantaiIsma:kurang balok

BesiY = BESI UTAMAPERHITUNGAN BESIR = BESI SENGKANGLOCATIONSize of StructureDiameterNoJumlah BesixTotal ofLengthTotalY10Y12Y13Y14Y16Y19Y20Y25Y32R6R7R8R10TinggiLebarPanjangOffBar(a)(b)(c)LengthmmmmmmmmmmmmmmmmmmmmmmmmmmSM1.53.140.2123142251Y101211213.803.8079.550.00.00.00.00.00.00.00.00.00.00.00.0Y101101107.087.0870.800.00.00.00.00.00.00.00.00.00.00.00.0Y1018183.143.1425.120.00.00.00.00.00.00.00.00.00.00.00.0Y1012121.501.503.000.00.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :150.350.00.00.00.00.00.00.00.00.00.00.00.0Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :92.760.00.00.00.00.00.00.00.00.00.00.00.0BESI UTAMA92.76SENGKANG0.0TOTAL92.76LOCATIONSize of StructureDiameterNoJumlah BesixTotal ofLengthTotalY10Y12Y13Y14Y16Y19Y20Y25Y32R6R7R8R10TinggiLebarPanjangOffBar(a)(b)(c)LengthmmmmmmmmmmmmmmmmmmmmmmmmmmT11.51.80.3703703704Y14291173.603.600.00.00.061.710.00.00.00.00.00.00.00.00.0Y14291184.204.200.00.00.074.120.00.00.00.00.00.00.00.00.0Y1613131.501.500.00.00.00.04.500.00.00.00.00.00.00.00.0Sub-Total (m) :0.00.00.0135.834.500.00.00.00.00.00.00.00.0Conversion m/Kg :0.6170.8881.0421.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.0164.087.100.00.00.00.00.00.00.00.0BESI UTAMA171.19SENGKANG0.0TOTAL171.19S130.50.6666666667Y161111110.670.670.00.00.00.07.330.00.00.00.00.00.00.00.0Y1212120.330.330.00.670.00.00.00.00.00.00.00.00.00.00.0R1016167.007.000.00.00.00.00.00.00.00.00.00.00.00.038.89R1014140.670.670.00.00.00.00.00.00.00.00.00.00.00.02.67Sub-Total (m) :0.00.670.00.07.330.00.00.00.00.00.00.041.56Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.590.00.011.570.00.00.00.00.00.00.025.64Besi ulir12.16Besi polos25.64TOTAL37.80S.20.250.410Y12181810.0010.000.080.000.00.00.00.00.00.00.00.00.00.00.0R10110011001.301.300.00.00.00.00.00.00.00.00.00.00.00.0130.00Sub-Total (m) :0.080.000.00.00.00.00.00.00.00.00.00.0130.00Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.071.040.00.00.00.00.00.00.00.00.00.080.21Besi ulir71.04Besi polos80.21TOTAL151.25S.30.180.2522.2222222222Y12151522.2222.220.0111.110.00.00.00.00.00.00.00.00.00.00.001010.05.005.000.00.00.00.00.00.00.00.00.00.00.00.00.0R10118511850.860.860.00.00.00.00.00.00.00.00.00.00.00.0159.26Sub-Total (m) :0.0111.110.00.00.00.00.00.00.00.00.00.0159.26Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.098.670.00.00.00.00.00.00.00.00.00.098.26Besi ulir98.67Besi polos98.26TOTAL196.93S.40.130.1551.2820512821Y12141451.2851.280.0205.130.00.00.00.00.00.00.00.00.00.00.0R10142714270.560.560.00.00.00.00.00.00.00.00.00.00.00.0239.32Sub-Total (m) :0.0205.130.00.00.00.00.00.00.00.00.00.0239.32Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.0182.150.00.00.00.00.00.00.00.00.00.0147.66Besi ulir182.15Besi polos147.66TOTAL329.81K.10.30.311.11Y13161611.1111.110.00.066.670.00.00.00.00.00.00.00.00.00.0Y1314141.201.200.00.04.800.00.00.00.00.00.00.00.00.00.0Y10111111111.201.20133.330.00.00.00.00.00.00.00.00.00.00.00.0Y101221222.002.0044.440.00.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :133.330.071.470.00.00.00.00.00.00.00.00.00.0Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :82.270.086.330.00.00.00.00.00.00.00.00.00.0Besi ulir86.33Besi polos82.27TOTAL168.60K.20.450.454.94Y1618184.944.940.00.00.00.039.510.00.00.00.00.00.00.00.0Y1414144.944.940.00.00.019.750.00.00.00.00.00.00.00.00.0Y121411411.801.800.074.070.00.00.00.00.00.00.00.00.00.00.0Y121101102.002.000.019.750.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :0.093.830.019.7539.510.00.00.00.00.00.00.00.0Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.083.320.023.8662.340.00.00.00.00.00.00.00.0Besi ulir86.20Besi polos83.32TOTAL169.52K.30.450.54.44Y1618184.444.440.00.00.00.035.560.00.00.00.00.00.00.00.0Y1414144.444.440.00.00.017.780.00.00.00.00.00.00.00.00.0Y121371371.901.900.070.370.00.00.00.00.00.00.00.00.00.00.0Y1219191.221.220.010.840.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :0.081.210.017.7835.560.00.00.00.00.00.00.00.0Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.072.120.021.4856.110.00.00.00.00.00.00.00.0Besi ulir77.58Besi polos72.12TOTAL149.70K.40.50.54.00Y161161164.004.000.00.00.00.064.000.00.00.00.00.00.00.00.0R101401402.002.000.00.00.00.00.00.00.00.00.00.00.00.080.00R101101100.600.600.00.00.00.00.00.00.00.00.00.00.00.06.00Sub-Total (m) :0.00.00.00.064.000.00.00.00.00.00.00.086.00Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.0100.990.00.00.00.00.00.00.053.06Besi ulir100.99Besi polos53.06TOTAL154.05K.50.130.1359.17R10141459.1759.170.00.00.00.00.00.00.00.00.00.00.00.0236.69R8139413940.520.520.00.00.00.00.00.00.00.00.00.00.0205.130.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.0205.13236.69Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.081.03146.04Besi ulir0.0Besi polos227.06TOTAL227.06BALOK LANTAI B.10.30.56.67Y161111116.676.670.00.00.00.073.330.00.00.00.00.00.00.00.0Y1212126.676.670.013.330.00.00.00.00.00.00.00.00.00.00.0R101671671.601.600.00.00.00.00.00.00.00.00.00.00.00.0106.67Sub-Total (m) :0.013.330.00.073.330.00.00.00.00.00.00.0106.67Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.011.840.00.0115.720.00.00.00.00.00.00.065.81Besi ulir115.72Besi polos193.37TOTAL309.09BALOK LANTAI B.20.250.410.00Y16171710.0010.000.00.00.00.070.000.00.00.00.00.00.00.00.0Y12121210.0010.000.020.000.00.00.00.00.00.00.00.00.00.00.0R101831831.301.300.00.00.00.00.00.00.00.00.00.00.00.0108.33Sub-Total (m) :0.020.000.00.070.000.00.00.00.00.00.00.0108.33Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.017.760.00.0110.460.00.00.00.00.00.00.066.84Besi ulir110.46Besi polos195.06TOTAL305.52BALOK LANTAI B.30.180.2522.22Y12151522.2222.220.0111.110.00.00.00.00.00.00.00.00.00.00.0R10118511850.860.860.00.00.00.00.00.00.00.00.00.00.00.0159.26Sub-Total (m) :0.0111.110.00.00.00.00.00.00.00.00.00.0159.26Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.098.670.00.00.00.00.00.00.00.00.00.098.26Besi ulir98.67Besi polos196.93TOTAL295.60BALOK LANTAI B.40.130.419.23Y12141419.2319.230.076.920.00.00.00.00.00.00.00.00.00.00.0Y12121219.2319.230.038.460.00.00.00.00.00.00.00.00.00.00.0R10116011601.061.060.00.00.00.00.00.00.00.00.00.00.00.0169.87Sub-Total (m) :0.0115.380.00.00.00.00.00.00.00.00.00.0169.87Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.0102.460.00.00.00.00.00.00.00.00.00.0104.81Besi ulir102.46Besi polos104.81TOTAL207.27BALOK BORDES TANGGA B.50.130.419.23Y12161619.2319.230.0115.380.00.00.00.00.00.00.00.00.00.00.0Y12121219.2319.230.038.460.00.00.00.00.00.00.00.00.00.00.0R10116011601.061.060.00.00.00.00.00.00.00.00.00.00.00.0169.87Sub-Total (m) :0.0153.850.00.00.00.00.00.00.00.00.00.0169.87Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.0136.620.00.00.00.00.00.00.00.00.00.0104.81Besi ulir136.62Besi polos104.81TOTAL241.43BALOK BORDES TANGGA B.60.130.325.64Y12141425.6425.640.0102.560.00.00.00.00.00.00.00.00.00.00.0Y12121225.6425.640.051.280.00.00.00.00.00.00.00.00.00.00.0R10121412140.860.860.00.00.00.00.00.00.00.00.00.00.00.0183.76Sub-Total (m) :0.0153.850.00.00.00.00.00.00.00.00.00.0183.76Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.0136.620.00.00.00.00.00.00.00.00.00.0113.38Besi ulir136.62Besi polos113.38TOTAL250.00BALOK LATAI BL.10.130.238.46R10141438.4638.460.00.00.00.00.00.00.00.00.00.00.00.0153.85R8125612560.660.660.00.00.00.00.00.00.00.00.00.00.0169.230.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.0169.23153.85Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.066.8594.92Besi ulirBesi polos161.77TOTAL161.77BALOK LATAI BL.20.130.1359.17R10141459.1759.170.00.00.00.00.00.00.00.00.00.00.00.0236.69R8139413940.520.520.00.00.00.00.00.00.00.00.00.00.0205.130.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.0205.13236.69Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.081.03146.04Besi ulirBesi polos227.06TOTAL227.06BALOK LATAI BL.20.130.1551.28R10141451.2851.280.00.00.00.00.00.00.00.00.00.00.00.0205.13R8134213420.560.560.00.00.00.00.00.00.00.00.00.00.0191.450.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.0191.45205.13Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.075.62126.56Besi ulirBesi polos202.19TOTAL202.19PLAT Tangga0.121.94.3859649123Y1429.51194.394.390.00.00.083.330.00.00.00.00.00.00.00.00.0R102221441.901.900.00.00.00.00.00.00.00.00.00.00.00.083.33Sub-Total (m) :0.00.00.083.330.00.00.00.00.00.00.00.083.33Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.0100.670.00.00.00.00.00.00.00.051.42BESI UTAMA100.67SENGKANG51.42TOTAL152.08PLAT lantai0.1218.3333333333R1026.66666666671138.338.330.00.00.00.00.00.00.00.00.00.00.00.0111.11R1025611111.001.000.00.00.00.00.00.00.00.00.00.00.00.0111.11Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.00.0222.22Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.00.0137.11BESI UTAMA0.0SENGKANG137.11TOTAL137.11PLAT Atap Dag0.1110Y1026.666666666711310.0010.00133.330.00.00.00.00.00.00.00.00.00.00.00.0R1026711331.001.000.00.00.00.00.00.00.00.00.00.00.00.0133.33Sub-Total (m) :133.330.00.00.00.00.00.00.00.00.00.00.0133.33Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :82.270.00.00.00.00.00.00.00.00.00.00.082.27BESI UTAMA82.27SENGKANG82.27TOTAL164.53PLAT Sunwearing0.1110Y102511010.0010.00100.000.00.00.00.00.00.00.00.00.00.00.00.0R1025011001.001.000.00.00.00.00.00.00.00.00.00.00.00.0100.00Sub-Total (m) :100.000.00.00.00.00.00.00.00.00.00.00.0100.00Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :61.700.00.00.00.00.00.00.00.00.00.00.061.70BESI UTAMA61.70SENGKANG61.70TOTAL123.40PLAT beton t 12 cm0.1218.3333333333Y1016.6666666667178.338.3355.560.00.00.00.00.00.00.00.00.00.00.00.0R101561561.001.000.00.00.00.00.00.00.00.00.00.00.00.055.56Sub-Total (m) :55.560.00.00.00.00.00.00.00.00.00.00.055.56Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :34.280.00.00.00.00.00.00.00.00.00.00.034.28BESI UTAMA34.28SENGKANG34.28TOTAL68.56RB.10.30.56.67Y1418186.676.670.00.00.053.330.00.00.00.00.00.00.00.00.0R101561561.601.600.00.00.00.00.00.00.00.00.00.00.00.088.89R1012126.676.670.00.00.00.00.00.00.00.00.00.00.00.013.33Sub-Total (m) :0.00.00.053.330.00.00.00.00.00.00.00.0102.22Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.064.430.00.00.00.00.00.00.00.063.07Besi ulir64.43Besi polos63.07TOTAL127.50RB.20.250.410.00Y14171710.0010.000.00.00.070.000.00.00.00.00.00.00.00.00.0R101831831.301.300.00.00.00.00.00.00.00.00.00.00.00.0108.33R10121210.0010.000.00.00.00.00.00.00.00.00.00.00.00.020.00Sub-Total (m) :0.00.00.070.000.00.00.00.00.00.00.00.0128.33Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.084.560.00.00.00.00.00.00.00.079.18Besi ulir84.56Besi polos79.18TOTAL163.74RB.30.180.2522.22R12171722.2222.220.00.00.00.00.00.00.00.00.00.00.00.00.0R10118511850.860.860.00.00.00.00.00.00.00.00.00.00.00.0159.260121222.2222.220.00.00.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.00.0159.26Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.00.098.26Besi ulir0.0Besi polos98.26TOTAL98.26RB.40.130.419.23R12141419.2319.230.00.00.00.00.00.00.00.00.00.00.00.00.0R10116011601.061.060.00.00.00.00.00.00.00.00.00.00.00.0169.87R12121219.2319.230.00.00.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.00.0169.87Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.00.0104.81Besi ulir0.0Besi polos104.81TOTAL104.81RB.50.150.5512.12R12141412.1212.120.00.00.00.00.00.00.00.00.00.00.00.00.0R10110111011.401.400.00.00.00.00.00.00.00.00.00.00.00.0141.41R12121212.1212.120.00.00.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.00.0141.41Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.00.087.25Besi ulir0.0Besi polos87.25TOTAL87.25RB.60.1516.67R121101106.676.670.00.00.00.00.00.00.00.00.00.00.00.00.0R101561562.302.300.00.00.00.00.00.00.00.00.00.00.00.0127.78R1216166.676.670.00.00.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.00.0127.78Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.00.078.84Besi ulir0.0Besi polos78.84TOTAL78.84RB.70.150.233.33R12141433.3333.330.00.00.00.00.00.00.00.00.00.00.00.00.0R8127812780.700.700.00.00.00.00.00.00.00.00.00.00.0194.440.0R1210.010.033.3333.330.00.00.00.00.00.00.00.00.00.00.00.00.0Sub-Total (m) :0.00.00.00.00.00.00.00.00.00.00.0194.440.0Conversion m/Kg :0.6170.8881.2081.2081.5782.2262.4663.8536.3130.2220.3020.3950.617Total Weight (Kg) :0.00.00.00.00.00.00.00.00.00.00.076.810.0Besi ulir0.0Besi polos76.81TOTAL76.81

CetakanHITUNGAN CETAKANSTRUKTURTINGGILEBARPANJANGJUMLAHBETONCETAKANCETAKAN UNTUK ANALISAmmm (Utk 1m3)nom3m2k.10.400.406.251.001.0010.005.00K20.450.454.941.001.008.894.44K30.450.504.441.001.008.444.22K40.500.504.001.001.008.004.00K50.130.1359.171.001.0030.7710.26K60.000.250.002.000.000.000.00K70.000.250.003.000.000.000.00B10.350.505.711.001.009.713.24B20.250.4010.001.001.0013.004.33B30.180.2522.221.001.0019.114.78B40.140.4017.861.001.0019.296.43BL.10.130.2038.462.002.0050.776.35BL.20.130.1359.172.002.0061.547.69BL.30.130.1551.282.002.0057.447.18RB.10.300.506.671.001.0010.675.33RB.20.250.4010.001.001.0013.006.50RB.30.180.2522.221.001.0019.119.56RB.40.130.4019.231.001.0010.195.10RB.50.150.5512.121.001.0016.975.66RB.60.151.006.671.001.0015.335.11RB.70.150.2033.331.001.0023.337.78RBA0.000.350.001.000.000.000.000.000.350.001.000.000.000.000.000.000.001.000.000.000.00S20.250.508.001.001.008.004.000.000.400.001.000.000.000.000.000.300.002.000.000.000.000.000.150.003.000.000.000.000.000.400.004.000.000.000.00PLAT BORDES A0.124.002.081.001.009.543.18PLAT BORDES B0.122.123.932.002.009.313.10PLAT LANTAI TANGGA0.121.804.631.001.009.323.110.200.1533.331.001.0011.672.92PLAT (LANTAI)0.121.008.331.001.008.334.17PLAT (ATAP DAG)0.101.0010.001.001.0010.0010.00PLAT (WAERING)0.131.007.691.001.007.697.698.801.500.081.001.001.451.450.001.600.002.000.000.000.000.001.800.001.000.000.000.000.002.000.002.000.000.000.00pondasi0.001.000.001.000.000.000.00