RekapREKAPITULASIPembuatan Sumur Bor Poskesdes Desa Pelawi Utara Kec. BabalanNO.URAIAN PEKERJAANJUMLAH HARGA (Rp.)KET1234IPEK. PENDAHULUAN1,500,000.00IIPEK. SUMUR BOR8,600,000.00IIIPEK, INSTALASI PIPA9,025,562.18VPEK. MEKANIK6,700,000.00VIPEK. PEMBUATAN MENARA AIR23,203,161.05XIIPEK. AKHIR671,276.78JUMLAHRp49,700,000.00Terbilang :Empat puluh sembilan juta tujuh ratus ribu rupiahStabat, 25 Juni 2013Diketahui Oleh :Dibuat Oleh:CV. NisaHotman ManurungJuanda HarahapWakil Direktur ITenaga Ahli

RABLampiran PenawaranDAFTAR KUANTITAS DAN HARGAPembuatan Sumur Bor Poskesdes Desa Pelawi Utara Kec. BabalanNOURAIAN PEKERJAANVOL.SAT.ANALISAHARGA SAT. (Rp)JUMLAH HARGA (Rp)1234567IPEK. PENDAHULUAN1Pengukuran dan Pematokan / Survey Lapangan1.00LsTaksir1,200,000.001,200,000.002Papan Nama Proyek1.00LsTaksir300,000.00300,000.00Sub Jumlah1,500,000.00IIPEK. SUMUR BOR1Upah Pengeboran Lengkap1.00LsTaksir8,600,000.008,600,000.00Sub Jumlah8,600,000.00IIIPEK, INSTALASI PIPA1Pipa PVC Casing 1"48.00m'RSNI.T-15-2002.2290,434.004,340,832.002Soket Pipa PVC 1"22.00BhTaksir1,800.0039,600.003Instalasi Kedalaman Pipa PVC 3/4"48.00m'RSNI.T-15-2002.2247,864.002,297,472.004Instalasi Pipa PVC 3/4" ke Kamar mandi12.00m'RSNI.T-15-2002.2247,864.00574,368.005Soket Pipa PVC 3/4"18.00BhTaksir1,800.0032,400.006Elbow PVC 3/4"16.00BhTaksir1,650.0026,400.007Suntikan Beton Cor 1 : 3 : 50.014m36.30-28102-SNI-7394-2008589,624.008,254.748Flare Beton 1 : 3 : 5 Jalur Pipa ke Kamar Mandi0.81m36.30-28102-SNI-7394-2008589,624.00477,595.449Pipa PVC dia 3/4" dari Tangki ke Muka Tanah4.00m'RSNI.T-15-2002.2247,864.00191,456.0010Pipa PVC dia 3/4" dari Pompa Ke Tangki6.00m'RSNI.T-15-2002.2247,864.00287,184.0011Accesories dan ongkos pasang1.00lsDihitung750,000.00750,000.00Sub Jumlah9,025,562.18IV.PEK. MEKANIK1Mesin jet Pump Lengkap1.00UnitTaksir6,000,000.006,000,000.002Pembuatan Instalasi Listrik Lengkap1.00UnitLs700,000.00700,000.00Sub Jumlah6,700,000.00V.PEK. PEMBUATAN MENARA AIR1Galian Tapak Menara2.05m36.1-16615-SNI-2835-200841,362.5084,793.132Beton Cor Tapak Menara0.49m36.1-16615-SNI-2835-20085,382,608.902,637,478.363Pengadaan Tangki Fiber Glass 0,3 m31.00BhDihitung3,300,000.003,300,000.004Cor Kolom 35/350.13m36.43-28102-SNI-7394-20084,549,992.00591,498.965Cor Poer Pondasi 30/50 dudukan Plat0.30m36.31-28102-SNI-7394-20085,022,382.001,506,714.606Plat Tapak t : 8 mm50.34KgDihitung11,500.00578,910.007Besi L. 70.70.6177.12KgDihitung10,500.001,859,760.008Besi L. 60.60.6487.80KgDihitung10,500.005,121,900.009Plat Bordes 3 mm3.60m2Dihitung312,500.001,125,000.0010Plat Buhul 6 mm152.34KgDihitung10,900.001,660,506.0011Baut 5/8' Lengkap363.00bhDihitung6,200.002,250,600.0012Anker Bolt 5/848.00bhDihitung19,500.00936,000.0013Ongkos (Las, bor , dll)1.00LsDihitung1,550,000.001,550,000.00Sub Jumlah23,203,161.05VI.PEK. AKHIR1Foto Dokumentasi Pekerjaan1.00LsTaksir671,276.78671,276.78Sub Jumlah671,276.78JUMLAH49,700,000.0049,700,000.00Terbilang :Empat puluh sembilan juta tujuh ratus ribu rupiah0.0Stabat, 25 Juni 2013Diketahui Oleh :Dibuat Oleh:CV. NisaHotman ManurungJuanda HarahapWakil Direktur ITenaga Ahli

SPKLampiran :Surat Perintah Kerja (SPK)Pembuatan Sumur Bor Poskesdes Desa Pelawi Utara Kec. BabalanNomor :08 - 39/PPK-PGL/BDB/2013Tanggal :08 Juli 2013NOURAIAN PEKERJAANVOL.SAT.ANALISAHARGA SAT. (Rp)JUMLAH HARGA (Rp)1234567IPEK. PENDAHULUAN1Pengukuran dan Pematokan / Survey Lapangan1.00LsTaksir1,200,000.001,200,000.002Papan Nama Proyek1.00LsTaksir300,000.00300,000.00Sub Jumlah1,500,000.00IIPEK. SUMUR BOR1Upah Pengeboran Lengkap1.00LsTaksir8,600,000.008,600,000.00Sub Jumlah8,600,000.00IIIPEK, INSTALASI PIPA1Pipa PVC Casing 1"48.00m'RSNI.T-15-2002.2290,434.004,340,832.002Soket Pipa PVC 1"22.00BhTaksir1,800.0039,600.003Instalasi Kedalaman Pipa PVC 3/4"48.00m'RSNI.T-15-2002.2247,864.002,297,472.004Instalasi Pipa PVC 3/4" ke Kamar mandi12.00m'RSNI.T-15-2002.2247,864.00574,368.005Soket Pipa PVC 3/4"18.00BhTaksir1,800.0032,400.006Elbow PVC 3/4"16.00BhTaksir1,650.0026,400.007Suntikan Beton Cor 1 : 3 : 50.014m36.30-28102-SNI-7394-2008589,624.008,254.748Flare Beton 1 : 3 : 5 Jalur Pipa ke Kamar Mandi0.81m36.30-28102-SNI-7394-2008589,624.00477,595.449Pipa PVC dia 3/4" dari Tangki ke Muka Tanah4.00m'RSNI.T-15-2002.2247,864.00191,456.0010Pipa PVC dia 3/4" dari Pompa Ke Tangki6.00m'RSNI.T-15-2002.2247,864.00287,184.0011Accesories dan ongkos pasang1.00lsDihitung750,000.00750,000.00Sub Jumlah9,025,562.18IV.PEK. MEKANIK1Mesin jet Pump Lengkap1.00UnitTaksir6,000,000.006,000,000.002Pembuatan Instalasi Listrik Lengkap1.00UnitLs700,000.00700,000.00Sub Jumlah6,700,000.00V.PEK. PEMBUATAN MENARA AIR1Galian Tapak Menara2.05m36.1-16615-SNI-2835-200841,362.5084,793.132Beton Cor Tapak Menara0.49m36.1-16615-SNI-2835-20085,382,608.902,637,478.363Pengadaan Tangki Fiber Glass 0,3 m31.00BhDihitung3,300,000.003,300,000.004Cor Kolom 35/350.13m36.43-28102-SNI-7394-20084,549,992.00591,498.965Cor Poer Pondasi 30/50 dudukan Plat0.30m36.31-28102-SNI-7394-20085,022,382.001,506,714.606Plat Tapak t : 8 mm50.34KgDihitung11,500.00578,910.007Besi L. 70.70.6177.12KgDihitung10,500.001,859,760.008Besi L. 60.60.6487.80KgDihitung10,500.005,121,900.009Plat Bordes 3 mm3.60m2Dihitung312,500.001,125,000.0010Plat Buhul 6 mm152.34KgDihitung10,900.001,660,506.0011Baut 5/8' Lengkap363.00bhDihitung6,200.002,250,600.0012Anker Bolt 5/848.00bhDihitung19,500.00936,000.0013Ongkos (Las, bor , dll)1.00LsDihitung1,550,000.001,550,000.00Sub Jumlah23,203,161.05VI.PEK. AKHIR1Foto Dokumentasi Pekerjaan1.00LsTaksir571,276.78571,276.78Sub Jumlah571,276.78JUMLAH49,600,000.0049,700,000.00Terbilang :Empat puluh sembilan juta enam ratus ribu rupiah100,000.00Untuk dan atas nama Dinas Kesehatan Kab. LangkatUntuk dan atas nama penyediaPejabat Pembuat KomitmenCV. NisaCV. NisaLimin Ginting, SKM, MKMHotman ManurungHotman ManurungNIP. 19640212 198701 1 002Wakil Direktur IWakil Direktur I

AnalisaANALISA HARGA SATUANPembuatan Sumur Bor Poskesdes Desa Pelawi Utara Kec. BabalanAnalisa Pekerjaan Persiapan SNI 03-2835-20071 m'Pek. Pengukuran & pemasangan BowplankSNI 2007 -03-2835-PPA01UpahMandor0.0020OHxRp.64,500.00=Rp.129.00Kepala Tukang0.0040OHxRp.100,000.00=Rp.400.00Tukang Kayu0.0080OHxRp.84,000.00=Rp.672.00Pekerja0.1000OHxRp.53,000.00=Rp.5,300.00Jumlah Upah=Rp.6,501.00BahanKayu 5/7 (kayu klas.IV)0.0012M3xRp.11,950,000.00=Rp.14,340.00Paku Biasa 2"-5"0.0020KgxRp.15,600.00=Rp.31.20Kayu Papan 3/20 (Klas IV)0.0020M3xRp.11,950,000.00=Rp.23,900.00Jumlah Bahan=Rp.38,271.20Jumlah44,772.201M2Pembersihan Lapangan dan PemerataanSNI 2007 -03-2835-PPA02UpahMandor0.0500OHxRp.64,500.00=Rp.3,225.00Pekerja0.1000OHxRp.53,000.00=Rp.5,300.00Jumlah Upah=Rp.8,525.00Memasang 1 m' pipa PVC tipe AW diameter "RSNI.T-15-2002.22BahanPipa PVC1.200BhxRp.33,500.00=Rp.40,200.00Perlengkapanharga pipa35%xRp.11,725.00=Rp.11,725.00Jumlah Bahan=Rp.40,200.00UpahPekerja0.036OHxRp.53,000.00=Rp.1,908.00Tukang batu0.060OHxRp.84,000.00=Rp.5,040.00Kepala tukang0.006OHxRp.100,000.00=Rp.600.00Mandor0.0018OHxRp.64,500.00=Rp.116.10Jumlah Upah=Rp.7,664.10Jumlah=Rp.47,864.10=Rp.47,864.00Memasang 1 m' pipa PVC tipe AW diameter 1"RSNI.T-15-2002.22BahanPipa PVC1.200BhxRp.53,400.00=Rp.64,080.00Perlengkapanharga pipa35%xRp.18,690.00=Rp.18,690.00Jumlah Bahan=Rp.82,770.00UpahPekerja0.036OHxRp.53,000.00=Rp.1,908.00Tukang batu0.060OHxRp.84,000.00=Rp.5,040.00Kepala tukang0.006OHxRp.100,000.00=Rp.600.00Mandor0.0018OHxRp.64,500.00=Rp.116.10Jumlah Upah=Rp.7,664.10Jumlah=Rp.90,434.10=Rp.90,434.001 M3 Beton 1 PC : 3 PS : 5 KRSemen Portland4.000Kgx Rp.1,322.50= Rp.5,290.006.30. 28102- SNI-7394-2008Pasir Beton0.006M3x Rp.67,900.00= Rp.407.40UpahPekerja1.650OHxRp.53,000.00=Rp.87,450.00Koral Beton0.009M3x Rp.172,300.00= Rp.1,550.70Tukang Batu0.250OHxRp.84,000.00=Rp.21,000.00Tenaga :Kepala Tukang0.025OHxRp.100,000.00=Rp.2,500.00Pekerja0.180OHx Rp.53,000.00= Rp.9,540.00Mandor0.080OHxRp.64,500.00=Rp.5,160.00Tukang Batu0.020OHx Rp.84,000.00= Rp.1,680.00Jumlah Upah=Rp.116,110.00Tukang Kayu0.020OHx Rp.84,000.00= Rp.1,680.00Tukang Besi0.020OHx Rp.84,000.00= Rp.1,680.00BahanSemen Portland218.000KgxRp.1,322.50=Rp.288,305.00Kepala Tukang0.006OHx Rp.100,000.00= Rp.600.00Pasir Beton0.520M3xRp.67,900.00=Rp.35,308.00Mandor0.009OHx Rp.64,500.00= Rp.580.50Koral Beton0.870M3xRp.172,300.00=Rp.149,901.00Jumlah= Rp.63,056.00Jumlah Bahan=Rp.473,514.00=Rp.589,624.001 M2 PEMBERSIHAN LAPANGAN DAN PERAWATANSNI 2007-03-2835-PPA02UpahPekerja0.100OHxRp.53,000.00=Rp.5,300.00Mandor0.050OHxRp.64,500.00=Rp.3,225.00Jumlah=Rp.8,525.00Analisa Pekerjaan Tanah 16615-SNI-2835-2006Menggali 1 M3 tanah biasa sedalam 1 meter6.1-16615-SNI-2835-2008UpahPekerja0.750OHxRp.53,000.00=Rp.39,750.00Mandor0.025OHxRp.64,500.00=Rp.1,612.50Jumlah=Rp.41,362.50Menguruk kembali 1 M3 Galian/(Menguruk kembali 1M3 galian = 1/3 x indeks Pekerjaan galian)6.9-16615-SNI-2835-2008UpahPekerja0.347OHxRp.53,000.00=Rp.18,370.0018,370.000.3333Jumlah=Rp.18,370.00Menguruk1 M3 Urugan Pasir6.11-16615-SNI-2835-2008BahanPasir Urug1.200M3xRp.50,900.00=Rp.61,080.00Jumlah Bahan=Rp.61,080.00UpahPekerja0.300OHxRp.53,000.00=Rp.15,900.00Mandor0.050OHxRp.64,500.00=Rp.3,225.00Jumlah Upah=Rp.19,125.00Jumlah=Rp.80,205.00=Rp.80,205.001M3 Mengurug Tanah Peninggian elevasi6.16-16615-SNI-2835-2008BahanTanah Timbun1.200M3xRp.50,900.00=Rp.61,080.00Jumlah Bahan=Rp.61,080.00UpahPekerja0.2500OHxRp.53,000.00=Rp.13,250.00Mandor0.025OHxRp.64,500.00=Rp.1,612.50Jumlah Upah=Rp.14,862.50Jumlah=Rp.75,942.50=Rp.75,943.00Analisa Pekerjaan Pondasi Batu Belah, Canpuran 1/4 PC : 1 KP : 4 PPMembuat 1M3 pondasi batu belah, campuran 1 PC : 4 PP6.8-32084-SNI-2836-2008BahanBatu Belah 15 cm / 20 cm1.200M3xRp.196,800.00=Rp.236,160.00PC41.000KgxRp.1,322.50=Rp.54,222.50Kapur0.131M3xRp.1,322.50=Rp.173.25Pasir Pasang0.523M3xRp.67,900.00=Rp.35,511.70Jumlah Bahan=Rp.326,067.45UpahPekerja1.5000OHxRp.53,000.00=Rp.79,500.00Tukang Batu0.7500OHxRp.84,000.00=Rp.63,000.00Kepala Tukang0.0750OHxRp.100,000.00=Rp.7,500.00Mandor0.0750OHxRp.64,500.00=Rp.4,837.50Jumlah Upah=Rp.154,837.50Jumlah=Rp.480,904.95=Rp.480,905.00Membuat 1M3 Batu Kosong (aanstamping)6.9-32084-SNI-2836-2008BahanBatu Belah 15 cm/20cm1.200M3xRp.196,800.00=Rp.236,160.00Pasir urug0.432M3xRp.50,900.00=Rp.21,988.80Jumlah Bahan=Rp.258,148.80UpahPekerja0.7800OHxRp.53,000.00=Rp.41,340.00Tukang Batu0.3900OHxRp.84,000.00=Rp.32,760.00Kepala Tukang0.0390OHxRp.100,000.00=Rp.3,900.00Mandor0.0390OHxRp.64,500.00=Rp.2,515.50Jumlah Upah=Rp.80,515.50Jumlah=Rp.338,664.30=Rp.338,664.00Analisa Pekerjaan Beton 28102-SNI-7394-2008Membuat 1M3 Beton mutu PC = 14.5 Mpa (K175), Slamp (12 +/- 2) cm, w/c = 0,666.5-28102-SNI-7394-2007(catatan : Bobot isi pasir =1400 Kg/M3, Bobot isi Krikil = 1.350 Kg/M3, Buckling faktor pasir = 20%)BahanPC340.000KgxRp.1,322.50=Rp.449,650.00Pasir Beton0.540M3xRp.67,900.00=Rp.36,666.00Kerikil 2/3 (max = 30 mm)0.830M3xRp.0.0=Rp.0.00Jumlah Bahan=Rp.0.00UpahPekerja1.5000OHxRp.53,000.00=Rp.79,500.00Tukang Batu0.5000OHxRp.84,000.00=Rp.42,000.00Kepala Tukang0.0500OHxRp.100,000.00=Rp.5,000.00Mandor0.0100OHxRp.64,500.00=Rp.645.00Jumlah Upah=Rp.127,145.00Jumlah=Rp.0.00=Rp.0.0Membuat 1M3 Beton mutu (K225), Slamp (12 +/- 2) cm, w/c = 0,666.6-28102-SNI-7394-2007(catatan : Bobot isi pasir =1400 Kg/M3, Bobot isi Krikil = 1.350 Kg/M3, Buckling faktor pasir = 20%)BahanPC388.000KgxRp.1,322.50=Rp.513,130.00Pasir Beton0.650M3xRp.67,900.00=Rp.44,135.00Kerikil 2/3 (max = 30 mm)0.650M3xRp.0.0=Rp.0.00Jumlah Bahan=Rp.0.00UpahPekerja6.0000OHxRp.53,000.00=Rp.318,000.00Tukang Batu1.0000OHxRp.84,000.00=Rp.84,000.00Kepala Tukang0.1000OHxRp.100,000.00=Rp.10,000.00Mandor0.3000OHxRp.64,500.00=Rp.19,350.00Jumlah Upah=Rp.431,350.00Jumlah=Rp.0.00=Rp.0.0Membuat 1M3 Beton kedap air dena strorox - 1006.13-28102-SNI-7394-2008BahanPC400.000KgxRp.1,322.50=Rp.529,000.00Pasir Beton0.480M3xRp.67,900.00=Rp.32,592.00Kerikil 2/3 (max = 30 mm)0.800M3xRp.0.0=Rp.0.00Strorox - 1001.200kgxRp.25,000.00=Rp.30,000.0025,000.00Jumlah Bahan=Rp.0.00UpahPekerja2.1000OHxRp.53,000.00=Rp.111,300.00Tukang Batu0.3500OHxRp.84,000.00=Rp.29,400.00Kepala Tukang0.0350OHxRp.100,000.00=Rp.3,500.00Mandor0.1050OHxRp.64,500.00=Rp.6,772.50Jumlah Upah=Rp.150,972.50Pembesian 10 Kg dengan besi polos atau besi ulir6.17-28102-SNI-7394-2008UpahPekerja0.0700OHxRp.53,000.00=Rp.3,710.00Tukang Besi0.0700OHxRp.84,000.00=Rp.5,880.00Kepala Tukang0.0070OHxRp.100,000.00=Rp.700.00Mandor0.0040OHxRp.64,500.00=Rp.258.00Jumlah Upah=Rp.10,548.00BahanBesi Beton10.500KgxRp.13,000.00=Rp.136,500.00Kawat Beton0.150KgxRp.19,600.00=Rp.2,940.00Jumlah Bahan=Rp.139,440.00Jumlah=Rp.149,988.00=Rp.149,988.001M3 Membuat beton mutu K 175PB. 12- SNI-7394-2007UpahPekerja1.5000OHxRp.53,000.00=Rp.79,500.00Tukang Besi0.5000OHxRp.84,000.00=Rp.42,000.00Kepala Tukang0.0500OHxRp.100,000.00=Rp.5,000.00Mandor0.0100OHxRp.64,500.00=Rp.645.00Jumlah Upah=Rp.127,145.00BahanSemen Portland340.000KgxRp.1,322.50=Rp.449,650.00Pasir Beton0.540M3xRp.67,900.00=Rp.36,666.00Krikil Bersih0.830M3xRp.172,300.00=Rp.143,009.00Jumlah Bahan=Rp.629,325.00Jumlah=Rp.756,470.00=Rp.756,470.001M3 Membuat beton mutu K 225PB. 13- SNI-7394-2007UpahPekerja6.0000OHxRp.53,000.00=Rp.318,000.00Tukang Besi1.0000OHxRp.84,000.00=Rp.84,000.00Kepala Tukang0.1000OHxRp.100,000.00=Rp.10,000.00Mandor0.3000OHxRp.64,500.00=Rp.19,350.00Jumlah Upah=Rp.431,350.00BahanSemen Portland388.000KgxRp.1,322.50=Rp.513,130.00Pasir Beton0.650M3xRp.67,900.00=Rp.44,135.00Krikil Bersih0.650M3xRp.172,300.00=Rp.111,995.00Jumlah Bahan=Rp.669,260.00Jumlah=Rp.1,100,610.00=Rp.1,100,610.00Memasang 1 M2 bekisting untuk pondasi6.2. 28102- SNI-7394-2008UpahPekerja0.5200OHxRp.53,000.00=Rp.27,560.00Tukang Besi0.2600OHxRp.84,000.00=Rp.21,840.00Kepala Tukang0.0260OHxRp.100,000.00=Rp.2,600.00Mandor0.0260OHxRp.64,500.00=Rp.1,677.00Jumlah Upah=Rp.53,677.00BahanKayu Kelas III0.040M3xRp.11,950,000.00=Rp.478,000.00Paku 5cm - 10 cm0.300KgxRp.15,600.00=Rp.4,680.00Minyak bekisting0.100LiterxRp.15,000.00=Rp.1,500.00Jumlah Bahan=Rp.484,180.00Jumlah=Rp.537,857.00=Rp.537,857.00Memasang 1 M2 bekisting untuk sloof6.21. 28102- SNI-7394-2008UpahPekerja0.5200OHxRp.53,000.00=Rp.27,560.00Tukang Besi0.2600OHxRp.84,000.00=Rp.21,840.00Kepala Tukang0.0260OHxRp.100,000.00=Rp.2,600.00Mandor0.0260OHxRp.64,500.00=Rp.1,677.00Jumlah Upah=Rp.53,677.00BahanKayu Kelas III0.045M3xRp.11,950,000.00=Rp.537,750.00Paku 5cm - 10 cm0.300KgxRp.15,600.00=Rp.4,680.00Minyak bekisting0.100LiterxRp.15,000.00=Rp.1,500.00Jumlah Bahan=Rp.543,930.00Jumlah=Rp.597,607.00=Rp.597,607.00Memasang 1 M2 bekisting untuk kolom6.22. 28102- SNI-7394-2008UpahPekerja0.6600OHxRp.53,000.00=Rp.34,980.00Tukang Besi0.3300OHxRp.84,000.00=Rp.27,720.00Kepala Tukang0.0330OHxRp.100,000.00=Rp.3,300.00Mandor0.0330OHxRp.64,500.00=Rp.2,128.50Jumlah Upah=Rp.68,128.50BahanKayu Kelas III0.040M3xRp.11,950,000.00=Rp.478,000.00Paku 5cm - 10 cm0.400KgxRp.15,600.00=Rp.6,240.00Minyak bekisting0.200LiterxRp.15,000.00=Rp.3,000.00Balok Kayu kelas II0.015M3xRp.11,950,000.00=Rp.179,250.00Playwood tebal 9 mm0.350LbrxRp.162,500.00=Rp.56,875.00Dolken kayu galam dia. (8-10) cm, panjang 4 m2.000BtgxRp.16,000.00=Rp.32,000.00Jumlah Bahan=Rp.755,365.00Jumlah=Rp.823,493.50=Rp.823,494.00Memasang 1 M2 bekisting untuk balok6.23. 28102- SNI-7394-2008UpahPekerja0.6600OHxRp.53,000.00=Rp.34,980.00Tukang Besi0.3300OHxRp.84,000.00=Rp.27,720.00Kepala Tukang0.0330OHxRp.100,000.00=Rp.3,300.00Mandor0.0330OHxRp.64,500.00=Rp.2,128.50Jumlah Upah=Rp.68,128.50BahanKayu Kelas III0.040M3xRp.11,950,000.00=Rp.478,000.00Paku 5cm - 12 cm0.400KgxRp.15,600.00=Rp.6,240.00Minyak bekisting0.200LiterxRp.15,000.00=Rp.3,000.00Balok Kayu kelas II0.018M3xRp.11,950,000.00=Rp.215,100.00Playwood tebal 9 mm0.350LbrxRp.162,500.00=Rp.56,875.00Dolken kayu galam dia. (8-10) cm, panjang 4 m2.000BtgxRp.16,000.00=Rp.32,000.00Jumlah Bahan=Rp.791,215.00Jumlah=Rp.859,343.50=Rp.859,344.001M3 Balok Latel 13/136.29-28102-SNI-7394-2008SNI 7394-6,351 M' Membuat kolom praktis Beton Bertulang ( 11 x 11 ) CmBahanBeton Site Mixed K1751.000M3xRp.650,000.00=Rp.650,000.00695,000.00Bahan :Besi Beton127.414KgxRp.13,000.00=Rp.1,656,382.00Kayu Sembarang (kelas III)0.002M3x Rp.11,950,000.00= Rp.23,900.00Bekisting (Dipakai Min 2 Kali)23.077M2xRp.60,000.00=Rp.1,384,615.3862,500.001,442,307.69Paku Biasa 5 cm - 10 cm0.010Kgx Rp.15,600.00= Rp.156.00Jumlah Bahan=Rp.3,690,997.3823.07692304Besi Beton Polos3.000Kgx Rp.13,000.00= Rp.39,000.001M3 Poer Pondasi6.31-28102-SNI-7394-2008BahanBeton K 2251.000M3xRp.1,100,610.00=Rp.1,100,610.00Besi Beton288.694KgxRp.13,000.00=Rp.3,753,022.00Bekisting (Dipakai Min 2 Kali)2.700M2xRp.62,500.00=Rp.168,750.00Jumlah Bahan=Rp.5,022,382.001M3 Tapak Pondasi T26.32-28102-SNI-7394-2008BahanBeton K 2251.000M3xRp.1,090,058.40=Rp.1,090,058.40Besi Beton304.701KgxRp.13,000.00=Rp.3,961,113.00Bekisting (Dipakai Min 2 Kali)5.303M2xRp.62,500.00=Rp.331,437.50Jumlah Bahan=Rp.5,382,608.901M3 Kolom KE 25/256.43-28102-SNI-7394-2008BahanBeton K 2251.000M3xRp.1,100,610.00=Rp.1,100,610.00Besi Beton188.414KgxRp.13,000.00=Rp.2,449,382.00Bekisting (Dipakai Min 2 Kali)16.000M2xRp.62,500.00=Rp.1,000,000.00Jumlah Bahan=Rp.4,549,992.001M3 Kolom Praktis KP 15/156.44-28102-SNI-7394-2008BahanBeton K 1751.000M3xRp.650,000.00=Rp.650,000.00Besi Beton246.058KgxRp.13,000.00=Rp.3,198,754.00Bekisting (Dipakai Min 2 Kali)30.769M2xRp.60,000.00=Rp.1,846,140.00Jumlah Bahan=Rp.5,694,894.001M3 Balok RB 13/156.53-28102-SNI-7394-2008BahanBeton K 1751.000M3xRp.650,000.00=Rp.650,000.00Besi Beton173.370KgxRp.13,000.00=Rp.2,253,810.00Bekisting (Dipakai Min 2 Kali)19.385M2xRp.60,000.00=Rp.1,163,076.92Jumlah Bahan=Rp.4,066,886.92Analisa Pekerjaan Beton 28102 SNI 7394 20081M3 Plat = 20 cm6.57-28102-SNI-7394-2008BahanBeton K 2501.000M3xRp.1,250,000.00=Rp.1,250,000.00Besi Beton160.525KgxRp.13,000.00=Rp.2,086,825.00Bekisting (Dipakai Min 2 Kali)5.000M2xRp.60,000.00=Rp.300,000.00Jumlah Bahan=Rp.3,636,825.001M3 Sloof 15/206.59-28102-SNI-7394-2008BahanBeton K 1751.000M3xRp.650,000.00=Rp.650,000.00Besi Beton108.144KgxRp.13,000.00=Rp.1,405,872.00Bekisting (Dipakai Min 2 Kali)18.333M2xRp.60,000.00=Rp.1,100,000.0019.09722216671145833.33Jumlah Bahan=Rp.3,155,872.001M3 Balok Gantung 13/206.60-28102-SNI-7394-2008BahanBeton K 1751.000M3xRp.650,000.00=Rp.650,000.00Besi Beton156.387KgxRp.13,000.00=Rp.2,033,031.00Bekisting (Dipakai Min 2 Kali)22.051M2xRp.60,000.00=Rp.1,323,076.9222.97008551378205.13Jumlah Bahan=Rp.4,006,107.921M3 Ring Balok 13/15 Beton K 1756.63-28102-SNI-7394-2008BahanBeton K 1751.000M3xRp.650,000.00=Rp.650,000.00Besi Beton166.470KgxRp.13,000.00=Rp.2,164,110.00Bekisting (Dipakai Min 2 Kali)22.051M2xRp.60,000.00=Rp.1,323,076.92Jumlah Bahan=Rp.4,137,186.921M3 Cor Sloof 15/20 Penunjang6.66-28102-SNI-7394-2008BahanBeton K 2251.000M3xRp.925,500.00=Rp.925,500.00Besi Beton175.560KgxRp.13,000.00=Rp.2,282,280.00Bekisting18.333M2xRp.60,000.00=Rp.1,100,000.00Jumlah Bahan=Rp.4,307,780.001M3 Cor Kolom Praktis 13/13 (Penunjang)6.67-28102-SNI-7394-2008SNI 7394-6,241 M' Membuat Ring Balok Beton Bertulang ( 10 x 15 ) CmBahanBeton K 1751.000M3xRp.650,000.00=Rp.650,000.00Bahan :Besi Beton120.240KgxRp.13,000.00=Rp.1,563,120.00Kayu Sembarang (kelas III)0.003M3x Rp.11,950,000.00= Rp.35,850.00Bekisting23.077M2xRp.60,000.00=Rp.1,384,615.38Paku Biasa 5 cm - 10 cm0.020Kgx Rp.15,600.00= Rp.312.00Jumlah Bahan=Rp.3,597,735.38Besi Beton Polos3.600Kgx Rp.13,000.00= Rp.46,800.00Kawat Beton0.050Kgx Rp.0.00= Rp.0.001M3 Cor Rig Balok RB 13/15 (Penunjang)Semen Portland5.500Kgx Rp.1,322.50= Rp.7,273.756.68-28102-SNI-7394-2008Pasir Beton0.009M3x Rp.67,900.00= Rp.611.10BahanBeton K 1751.000M3xRp.650,000.00=Rp.650,000.00Koral Beton0.015M3x Rp.172,300.00= Rp.2,584.50Besi Beton146.279KgxRp.13,000.00=Rp.1,901,627.00Tenaga :Bekisting16.538M2xRp.60,000.00=Rp.992,280.00Pekerja0.297OHx Rp.53,000.00= Rp.15,741.00Jumlah Bahan=Rp.3,543,907.00Tukang Batu0.033OHx Rp.84,000.00= Rp.2,772.00Tukang Kayu0.033OHx Rp.84,000.00= Rp.2,772.00Tukang Besi0.033OHx Rp.84,000.00= Rp.2,772.00Kepala Tukang0.010OHx Rp.100,000.00= Rp.1,000.00Analisa Pekerjaan dinding 31136 SNI 6897 2008Mandor0.015OHx Rp.64,500.00= Rp.967.501 m2 Pasangan Bata Merah 1 Pc : 2 Ps 1/2 BataJumlah= Rp.0.006.7-31136-SNI-6897-2008UpahPekerja0.30OHxRp.53,000.00=Rp.15,900.00Tukang Batu0.10OHxRp.84,000.00=Rp.8,400.00Kepala Tukang0.01OHxRp.100,000.00=Rp.1,000.00Mandor0.02OHxRp.64,500.00=Rp.967.50Jumlah Upah=Rp.26,267.50BahanBata Merah70.00BuahxRp.510.00=Rp.35,700.00PC18.95KgxRp.1,322.50=Rp.25,061.38Pasir Pasang0.04M3xRp.67,900.00=Rp.2,580.20Jumlah Bahan=Rp.63,341.58Jumlah=Rp.89,609.08=Rp.89,609.00Memasang 1 M2 dinding bata merah ukuran (5x11x22) cm tebal 1/2 bata, campuran spasi 1 PC : 3 PP6.8-31136-SNI-6897-2008BahanPC14.370KgxRp.1,322.50=Rp.19,004.33Bata Merah70.000BuahxRp.105,000.00=Rp.7,350,000.00Pasir Pasang0.040M3xRp.67,900.00=Rp.2,716.00Jumlah Bahan=Rp.7,371,720.33UpahPekerja0.3000OHxRp.53,000.00=Rp.15,900.00Tukang Batu0.1000OHxRp.84,000.00=Rp.8,400.00Kepala Tukang0.0100OHxRp.100,000.00=Rp.1,000.00Mandor0.0150OHxRp.64,500.00=Rp.967.50Jumlah Upah=Rp.26,267.50Jumlah=Rp.7,397,987.83=Rp.7,397,988.00Memasang 1 M2 dinding bata merah ukuran (5x11x22) cm tebal 1/2 bata, campuran spasi 1 PC : 4 PP6.9-31136-SNI-6897-2008BahanPC11.500KgxRp.1,322.50=Rp.15,208.75Bata Merah70.000BuahxRp.510.00=Rp.35,700.00Pasir Pasang0.043M3xRp.67,900.00=Rp.2,919.70Jumlah Bahan=Rp.53,828.45UpahPekerja0.3000OHxRp.53,000.00=Rp.15,900.00Tukang Batu0.1000OHxRp.84,000.00=Rp.8,400.00Kepala Tukang0.0100OHxRp.100,000.00=Rp.1,000.00Mandor0.0150OHxRp.64,500.00=Rp.967.50Jumlah Upah=Rp.26,267.50Jumlah=Rp.80,095.95=Rp.80,096.00Analisa Pekerjaan Plesteran 29095-SNI-2837-2008Memasang 1 M2 Plesteran 1 PC : 2 PP, Tebal 15 mm6.2-29095-SNI-2837-2008BahanPC10.224KgxRp.1,322.50=Rp.13,521.24Pasir Pasang0.020M3xRp.67,900.00=Rp.1,358.00Jumlah Bahan=Rp.14,879.24UpahPekerja0.3000OHxRp.53,000.00=Rp.15,900.00Tukang Batu0.1500OHxRp.84,000.00=Rp.12,600.00Kepala Tukang0.0150OHxRp.100,000.00=Rp.1,500.00Mandor0.0150OHxRp.64,500.00=Rp.967.50Jumlah Upah=Rp.30,967.50Jumlah=Rp.45,846.74=Rp.45,847.00Memasang 1 M2 Plesteran 1 PC : 4 PP, Tebal 15 mm6.4-29095-SNI-2837-2008BahanPC6.240KgxRp.1,322.50=Rp.8,252.40Pasir Pasang0.024M3xRp.67,900.00=Rp.1,629.60Jumlah Bahan=Rp.9,882.00UpahPekerja0.3000OHxRp.53,000.00=Rp.15,900.00Tukang Batu0.1500OHxRp.84,000.00=Rp.12,600.00Kepala Tukang0.0150OHxRp.100,000.00=Rp.1,500.00Mandor0.0150OHxRp.64,500.00=Rp.967.50Jumlah Upah=Rp.30,967.50Jumlah=Rp.40,849.50=Rp.40,850.00Memasang 1 M2 acian6.27-29095-SNI-2837-2008BahanPC3.250KgxRp.1,322.50=Rp.4,298.13Jumlah Bahan=Rp.4,298.13UpahPekerja0.2000OHxRp.53,000.00=Rp.10,600.00Tukang Batu0.1000OHxRp.84,000.00=Rp.8,400.00Kepala Tukang0.0100OHxRp.100,000.00=Rp.1,000.00Mandor0.0100OHxRp.64,500.00=Rp.645.00Jumlah Upah=Rp.20,645.00Jumlah=Rp.24,943.13=Rp.24,943.00Analisa Pekerjaan Pintu dan Kuzen 16841-SNI-3434-2008Membuat dan Memasang 1 M2 Daun pintu panel, kayu kelas I atau II6.5-16841-SNI-3434-2008BahanPapan Kayu0.040M3xRp.11,950,000.00=Rp.478,000.00Lem Kayu0.500KgxRp.15,000.00=Rp.7,500.00Jumlah Bahan=Rp.485,500.00UpahPekerja1.0000OHxRp.53,000.00=Rp.53,000.00Tukang Batu3.0000OHxRp.84,000.00=Rp.252,000.00Kepala Tukang0.3000OHxRp.100,000.00=Rp.30,000.00Mandor0.0500OHxRp.64,500.00=Rp.3,225.00Jumlah Upah=Rp.338,225.00Jumlah=Rp.823,725.00=Rp.823,725.00Membuat dan Memasang 1 M2 pintu dan jendela kaca, kayu kelas I atau II6.6-16841-SNI-3434-2008BahanPapan Kayu0.024M3xRp.11,950,000.00=Rp.286,800.00Lem Kayu0.300KgxRp.15,000.00=Rp.4,500.00Jumlah Bahan=Rp.291,300.00UpahPekerja0.8000OHxRp.53,000.00=Rp.42,400.00Tukang Batu2.4000OHxRp.84,000.00=Rp.201,600.00Kepala Tukang0.2400OHxRp.100,000.00=Rp.24,000.00Mandor0.0400OHxRp.64,500.00=Rp.2,580.00Jumlah Upah=Rp.270,580.00Jumlah=Rp.561,880.00=Rp.561,880.00Membuat dan Memasang 1 M2 pintu dan jendela Jalusi kayu kelas I atau II6.7-16841-SNI-3434-2008BahanPapan Kayu0.064M3xRp.11,950,000.00=Rp.764,800.00Lem Kayu0.500KgxRp.15,000.00=Rp.7,500.00Jumlah Bahan=Rp.772,300.00UpahPekerja1.0000OHxRp.53,000.00=Rp.53,000.00Tukang Batu3.0000OHxRp.84,000.00=Rp.252,000.00Kepala Tukang0.3000OHxRp.100,000.00=Rp.30,000.00Mandor0.0500OHxRp.64,500.00=Rp.3,225.00Jumlah Upah=Rp.338,225.00Jumlah=Rp.1,110,525.00=Rp.1,110,525.00Memasang 1 M2 Jalusi Kuzen,kayu kelas I atau II6.10-16841-SNI-3434-2008BahanPapan Kayu0.060M3xRp.11,950,000.00=Rp.717,000.00Paku 1 cm- 2.5 cm0.150KgxRp.240,000.00=Rp.36,000.00Jumlah Bahan=Rp.753,000.00UpahPekerja0.6700OHxRp.53,000.00=Rp.35,510.00Tukang Batu2.0000OHxRp.84,000.00=Rp.168,000.00Kepala Tukang0.2000OHxRp.100,000.00=Rp.20,000.00Mandor0.3350OHxRp.64,500.00=Rp.21,607.50Jumlah Upah=Rp.245,117.50Jumlah=Rp.998,117.50=Rp.998,118.001 M2 Membuat dan Memasang daun pintu panel kaca, kayu kelas I6.11-16841-SNI-3434-2008BahanPapan Kayu Kelas I0.040M3xRp.11,950,000.00=Rp.478,000.00Lem Kayu0.500KgxRp.15,000.00=Rp.7,500.00Kaca0.450M2xRp.6,200.00=Rp.2,790.00Jumlah Bahan=Rp.488,290.00UpahPekerja1.0000OHxRp.53,000.00=Rp.53,000.00Tukang Kayu3.0000OHxRp.84,000.00=Rp.252,000.00Kepala Tukang0.3000OHxRp.100,000.00=Rp.30,000.00Mandor0.0500OHxRp.64,500.00=Rp.3,225.00Jumlah Upah=Rp.338,225.00Jumlah=Rp.826,515.00=Rp.826,515.00Analisa Pekerjaan Kuda-Kuda Kayu & Rangka Penutup Atap 29095-SNI 2837-2008Memasang 1 M2 Langit-langit Gypsum Board Ukuran (120 x 240 x 9 ) MM, Tebal 9 MM6.19-16841-SNI-3434-2008BahanGybsum Board0.364lbrxRp.72,000.00=Rp.26,208.00Paku Skrup0.110KgxRp.21,200.00=Rp.2,332.0021,200.00Jumlah Bahan=Rp.28,540.00UpahPekerja0.1000OHxRp.53,000.00=Rp.5,300.00Tukang Kayu0.0500OHxRp.84,000.00=Rp.4,200.00Kepala Tukang0.0050OHxRp.100,000.00=Rp.500.00Mandor0.0050OHxRp.64,500.00=Rp.322.50Jumlah Upah=Rp.10,322.50Jumlah=Rp.38,862.50=Rp.38,863.001 M' Pasang Listplank Ukuran ( 3 x 30 ) cm, Kayu Kelas I atau II6.20-16841-SNI-3434-2008BahanPapan Kayu0.011m2xRp.11,950,000.00=Rp.131,450.00Paku 5 cm dan 7 cm0.100KgxRp.15,600.00=Rp.1,560.00Jumlah Bahan=Rp.133,010.00UpahPekerja0.1000OHxRp.53,000.00=Rp.5,300.00Tukang Kayu0.2000OHxRp.84,000.00=Rp.16,800.00Kepala Tukang0.0200OHxRp.100,000.00=Rp.2,000.00Mandor0.0050OHxRp.64,500.00=Rp.322.50Jumlah Upah=Rp.24,422.50Jumlah=Rp.157,432.50=Rp.157,433.00Memasang 1M' list plafon Gypsum profil6.23-16841-SNI-2839-2008BahanLit gypsum profil1.050m2xRp.12,500.00=Rp.13,125.00Tepung Gypsum0.150KgxRp.4,500.00=Rp.675.00Jumlah Bahan=Rp.13,800.00UpahPekerja0.0600OHxRp.53,000.00=Rp.3,180.00Tukang Kayu0.0600OHxRp.84,000.00=Rp.5,040.00Kepala Tukang0.0060OHxRp.100,000.00=Rp.600.00Mandor0.0030OHxRp.64,500.00=Rp.193.50Jumlah Upah=Rp.9,013.50Jumlah=Rp.22,813.50=Rp.22,814.001 M2 Frame Celling Metal Furing6.24-16841-SNI-2839-2008BahanFuring Channel1.840m'xRp.20,500.00=Rp.37,720.00Wall Angle0.190m'xRp.6,700.00=Rp.1,273.00Top Cross0.920m'xRp.7,900.00=Rp.7,268.00Conector1.300BhxRp.1,000.00=Rp.1,300.00Besi Angel Bracket0.620BhxRp.7,600.00=Rp.4,712.00Baut Ramset0.620BhxRp.900.00=Rp.558.00Paku Beton0.620BhxRp.400.00=Rp.248.00Suspension Rod 100 Cm0.620BhxRp.2,400.00=Rp.1,488.00Suspension Spring Clip0.620BhxRp.3,700.00=Rp.2,294.00Jumlah Bahan=Rp.56,861.00UpahPekerja0.3000OHxRp.53,000.00=Rp.15,900.00Tukang Aluminium0.1000OHxRp.84,000.00=Rp.8,400.00Jumlah Upah=Rp.24,300.00Jumlah=Rp.81,161.00=Rp.81,161.001 M' Pasang Atap seng gelombangPPA6.33-SNI-2838-2008BahanSeng Gelombang 3"x6" BJLS300.700LbrxRp.77,000.00=Rp.53,900.00Paku Seng0.040KgxRp.21,200.00=Rp.848.00Jumlah Bahan=Rp.54,748.00UpahPekerja0.1200OHxRp.53,000.00=Rp.6,360.00Tukang Kayu0.0600OHxRp.84,000.00=Rp.5,040.00Kepala Tukang0.0060OHxRp.100,000.00=Rp.600.00Mandor0.0060OHxRp.64,500.00=Rp.387.00Jumlah Upah=Rp.12,387.00Jumlah=Rp.67,135.00=Rp.67,135.001 M' Pasang Atap Non SengPPA6.34-SNI-2838-2008BahanSeng Gelombang 3"x6" BJLS300.300BhxRp.20,600.00=Rp.6,180.00Paku Seng0.020KgxRp.21,200.00=Rp.424.00Jumlah Bahan=Rp.6,604.00UpahPekerja0.1500OHxRp.53,000.00=Rp.7,950.00Tukang Kayu0.0700OHxRp.84,000.00=Rp.5,880.00Kepala Tukang0.0080OHxRp.100,000.00=Rp.800.00Mandor0.0060OHxRp.64,500.00=Rp.387.00Jumlah Upah=Rp.15,017.00Jumlah=Rp.21,621.00=Rp.21,621.001 M' Pasang Atap MultiroofPPA6.38-SNI-2838-2008BahanSeng Multiroof1.300LbrxRp.4,500.00=Rp.5,850.00Paku Seng 2"-5"0.200KgxRp.15,600.00=Rp.3,120.00Jumlah Bahan=Rp.8,970.00UpahPekerja0.2000OHxRp.53,000.00=Rp.10,600.00Tukang Kayu0.1000OHxRp.84,000.00=Rp.8,400.00Kepala Tukang0.0100OHxRp.100,000.00=Rp.1,000.00Mandor0.0100OHxRp.64,500.00=Rp.645.00Jumlah Upah=Rp.20,645.00Jumlah=Rp.29,615.001 M Pasang Rabung MultiroofPPA6.39-SNI 2838-2008BahanRabung Seng1.250BkxRp.30,000.00=Rp.37,500.00Paku Seng0.050KgxRp.15,600.00=Rp.780.00Jumlah Bahan=Rp.38,280.00UpahPekerja0.2500OHxRp.53,000.00=Rp.13,250.00Tukang Kayu0.1500OHxRp.84,000.00=Rp.12,600.00Kepala Tukang0.0150OHxRp.100,000.00=Rp.1,500.00Mandor0.0130OHxRp.64,500.00=Rp.838.50Jumlah Upah=Rp.28,188.50Jumlah=Rp.66,468.501 M2 Pasang rangka atap baja6.2-2344-SNI-7393-2008BahanRangka Baja Ringan1.000MxRp.282,000.00=Rp.282,000.00Baut Scrup8.000BhxRp.400.00=Rp.3,200.00Jumlah Bahan=Rp.285,200.00UpahPekerja0.6500OHxRp.53,000.00=Rp.34,450.00Tukang Besi Kontruksi0.6500OHxRp.84,000.00=Rp.54,600.00Kepala Tukang0.0650OHxRp.100,000.00=Rp.6,500.00Mandor0.0320OHxRp.64,500.00=Rp.2,064.00Jumlah Upah=Rp.97,614.00Jumlah=Rp.382,814.001 M Pasang jendela Alummunium6.3-2344-SNI-7393-2008BahanJendela alluminium1.000MxRp.240,000.00=Rp.240,000.00Jumlah Bahan=Rp.240,000.00UpahPekerja1.0500OHxRp.53,000.00=Rp.55,650.00Tukang Besi Kontruksi1.0500OHxRp.84,000.00=Rp.88,200.00Kepala Tukang0.1050OHxRp.100,000.00=Rp.10,500.00Mandor0.00525OHxRp.64,500.00=Rp.338.63Jumlah Upah=Rp.154,688.63Jumlah=Rp.394,688.63=Rp.394,689.001 M Pasang pintu alluminium Panel Kaca6.8-2344-SNI-7393-2008BahanPintu alluminium1.000MxRp.480,000.00=Rp.480,000.00580,000.00Kaca Polos t : 0,5 mm2.000m'xRp.54,000.00=Rp.108,000.00Sealent0.250TubexRp.25,000.00=Rp.6,250.00Karet List2.800m'xRp.17,000.00=Rp.47,600.00Jumlah Bahan=Rp.641,850.00UpahPekerja1.050OHxRp.53,000.00=Rp.55,650.00Tukang Besi Kontruksi1.050OHxRp.84,000.00=Rp.88,200.00Kepala Tukang0.105OHxRp.100,000.00=Rp.10,500.00Mandor0.0052OHxRp.64,500.00=Rp.335.40Jumlah Upah=Rp.154,685.40Jumlah=Rp.796,535.40=Rp.796,535.001 M' Pasang talang miring, seng bjls 206.16-2344-SNI-7393-2008BahanSeng plat 3' x 6' bjls 200.500LbrxRp.12,900.00=Rp.6,450.00Paku biasa " - 1" atau skrup0.015KgxRp.15,600.00=Rp.234.00Jumlah Bahan=Rp.6,684.00UpahPekerja0.150OHxRp.53,000.00=Rp.7,950.00Tukang Kayu0.400OHxRp.84,000.00=Rp.33,600.00Kepala Tukang0.025OHxRp.100,000.00=Rp.2,500.00Mandor0.00125OHxRp.64,500.00=Rp.80.63Jumlah Upah=Rp.44,130.63Jumlah=Rp.50,814.63=Rp.50,815.001 M' Kusen Aluminium ukuran 4" sek. YKK YBIC t = 1.35 mm + Assesories6.19-2344-SNI-7393-2008BahanProfil Aluminium1.1000M'xRp.93,500.00=Rp.102,850.00Skrup Fixer2.0000BhxRp.400.00=Rp.800.00Sealant0.0600TubexRp.25,000.00=Rp.1,500.00Jumlah Bahan=Rp.102,850.00UpahPekerja0.0430OHxRp.53,000.00=Rp.2,279.00Tukang Besi /Aluminium0.0430OHxRp.84,000.00=Rp.3,612.00Kepala Tukang Besi /Aluminium0.0043OHxRp.100,000.00=Rp.430.00Mandor0.0021OHxRp.64,500.00=Rp.135.45Jumlah Upah=Rp.6,456.45Jumlah=Rp.109,306.45=Rp.109,306.001 M2 Membuat dan memasang daun Jendela panel kaca, Alumunium Ukuran 4" sek. YKK YBIC t = 2.00 mm + Assesories6.20-16841-SNI-3434-2008BahanProfil Aluminium1.0000M'xRp.120,000.00=Rp.120,000.00Skrup Fixer0.5000BhxRp.400.00=Rp.200.00Kaca1.0000M2xRp.35,000.00=Rp.35,000.00Sealant0.0600TubexRp.25,000.00=Rp.1,500.00Jumlah Bahan=Rp.156,700.00UpahPekerja0.5000OHxRp.53,000.00=Rp.26,500.00Tukang Besi /Aluminium0.2500OHxRp.84,000.00=Rp.21,000.00Kepala Tukang Besi /Aluminium0.3000OHxRp.100,000.00=Rp.30,000.00Mandor0.0500OHxRp.64,500.00=Rp.3,225.00Jumlah Upah=Rp.80,725.00Jumlah=Rp.237,425.00Analisa Pekerjaan Penutup Lantai & Dinding 6770-SNI-7395-2008Memasang 1 M2 lantai ubin PC Abu-abu ukuran (40 x 40) cm6.1-6770-SNI-7395-2008BahanUbin abu-abu6.630BuahxRp.13,766.67=Rp.91,273.00PC9.800KgxRp.1,322.50=Rp.12,960.50Pasir pasang0.045M3xRp.67,900.00=Rp.3,055.50Jumlah Bahan=Rp.107,289.00UpahPekerja0.250OHxRp.53,000.00=Rp.13,250.00Tukang batu0.125OHxRp.84,000.00=Rp.10,500.00Kepala tukang0.013OHxRp.100,000.00=Rp.1,300.00Mandor0.013OHxRp.64,500.00=Rp.838.50Jumlah Upah=Rp.25,888.50Jumlah=Rp.133,177.50=Rp.133,178.00Memasang 1 M2 lantai ubin PC Abu-abu ukuran (20 x 20) cm6.2-6770-SNI-7395-2008BahanUbin abu-abu26.500BuahxRp.2,124.00=Rp.56,286.00PC10.400KgxRp.1,322.50=Rp.13,754.00Pasir pasang0.045M3xRp.67,900.00=Rp.3,055.50Jumlah Bahan=Rp.73,095.50UpahPekerja0.270OHxRp.53,000.00=Rp.14,310.00Tukang batu0.135OHxRp.84,000.00=Rp.11,340.00Kepala tukang0.014OHxRp.100,000.00=Rp.1,400.00Mandor0.014OHxRp.64,500.00=Rp.903.00Jumlah Upah=Rp.27,953.00Jumlah=Rp.101,048.50=Rp.101,049.00Memasang 1 M2 lantai keramik ukuran (30 x 30) cm6.32-6770-SNI-7395-2008BahanBahan Ubin keramik11.870BuahxRp.6,090.91=Rp.72,299.0969600PC10.000KgxRp.1,322.50=Rp.13,225.00Pasir pasang0.045M3xRp.67,900.00=Rp.3,055.50Semen warna1.500KgxRp.0.0=Rp.0.00Jumlah Bahan=Rp.0.00UpahPekerja0.700OHxRp.53,000.00=Rp.37,100.00Tukang batu0.350OHxRp.84,000.00=Rp.29,400.00Kepala tukang0.035OHxRp.100,000.00=Rp.3,500.00Mandor0.035OHxRp.64,500.00=Rp.2,257.50Jumlah Upah=Rp.72,257.50Jumlah=Rp.0.00=Rp.0.0Memasang 1 M2 lantai keramik ukuran (25 x 20) cm6.33-6770-SNI-7395-2008BahanUbin keramik26.500BuahxRp.2,950.00=Rp.78,175.0053100.01PC10.400KgxRp.1,322.50=Rp.13,754.00Pasir pasang0.045M3xRp.67,900.00=Rp.3,055.50Semen warna1.620KgxRp.2,625.00=Rp.4,252.50Jumlah Bahan=Rp.99,237.00UpahPekerja0.700OHxRp.53,000.00=Rp.37,100.00Tukang batu0.350OHxRp.84,000.00=Rp.29,400.00Kepala tukang0.035OHxRp.100,000.00=Rp.3,500.00Mandor0.035OHxRp.64,500.00=Rp.2,257.50Jumlah Upah=Rp.72,257.50Jumlah=Rp.171,494.50=Rp.171,495.00Memasang 1 M2 dinding keramik ukuran (20 x 20) cm6.49-6770-SNI-7395-2008BahanKeramik26.500BuahxRp.2,950.00=Rp.78,175.00PC9.300KgxRp.1,322.50=Rp.12,299.25Pasir pasang0.018M3xRp.67,900.00=Rp.1,222.20Semen warna1.940KgxRp.2,625.00=Rp.5,092.50Jumlah Bahan=Rp.96,788.95UpahPekerja0.900OHxRp.53,000.00=Rp.47,700.00Tukang batu0.450OHxRp.84,000.00=Rp.37,800.00Kepala tukang0.045OHxRp.100,000.00=Rp.4,500.00Mandor0.045OHxRp.64,500.00=Rp.2,902.50Jumlah Upah=Rp.92,902.50Jumlah=Rp.189,691.45=Rp.189,691.00Analisa Pekerjaan Kunci dan Gantungan Pt-T-30-SNI 2000Pasangan 1 buah kunci tanam antik01-Pt-T-30-SNI 2000BahanKunci1.000BuahxRp.110,000.00=Rp.110,000.00Jumlah Bahan=Rp.110,000.00UpahTukang0.600OHxRp.84,000.00=Rp.50,400.00Kepala tukang0.060OHxRp.100,000.00=Rp.6,000.00Jumlah Upah=Rp.56,400.00Jumlah=Rp.166,400.00Pasang 1 buah kunci tanam biasa02-Pt-T-30-SNI 2000BahanKunci1.000BuahxRp.70,800.00=Rp.70,800.00Jumlah Bahan=Rp.70,800.00UpahTukang0.500OHxRp.84,000.00=Rp.42,000.00Kepala tukang0.050OHxRp.100,000.00=Rp.5,000.00Jumlah Upah=Rp.47,000.00Jumlah=Rp.117,800.00Pasang 1 buah kunci slot untuk kamar mandi atau wc04-Pt-T-30-SNI 2000BahanSlot1.000BuahxRp.60,000.00=Rp.60,000.00Jumlah Bahan=Rp.60,000.00UpahTukang0.250OHxRp.84,000.00=Rp.21,000.00Kepala tukang0.025OHxRp.100,000.00=Rp.2,500.00Jumlah Upah=Rp.23,500.00Jumlah=Rp.83,500.00Pasang 1 buah engsel pintu05-Pt-T-30-SNI 2000BahanEngsel pintu1.000BuahxRp.16,500.00=Rp.16,500.00Jumlah Bahan=Rp.16,500.00UpahTukang0.250OHxRp.84,000.00=Rp.21,000.00Kepala tukang0.025OHxRp.100,000.00=Rp.2,500.00Jumlah Upah=Rp.23,500.00Jumlah=Rp.40,000.00Pasang 1 buah engsel angin untuk pintu06-Pt-T-30-SNI 2000BahanEngsel angin1.000BuahxRp.21,000.00=Rp.21,000.00Jumlah Bahan=Rp.21,000.00UpahTukang0.125OHxRp.84,000.00=Rp.10,500.00Kepala tukang0.013OHxRp.100,000.00=Rp.1,300.00Jumlah Upah=Rp.11,800.00Jumlah=Rp.32,800.00Pasang 1 buah engsel pintu klam07-Pt-T-30-SNI 2000BahanEngsel pintu klam1.000BuahxRp.16,500.00=Rp.16,500.00Jumlah Bahan=Rp.16,500.00UpahTukang0.250OHxRp.84,000.00=Rp.21,000.00Kepala tukang0.025OHxRp.100,000.00=Rp.2,500.00Jumlah Upah=Rp.23,500.00Jumlah=Rp.40,000.00Pasang 1 buah engsel jendela08-Pt-T-30-SNI 2000BahanEngsel jendela1.000BuahxRp.10,800.00=Rp.10,800.00Jumlah Bahan=Rp.10,800.00UpahTukang0.100OHxRp.84,000.00=Rp.8,400.00Kepala tukang0.010OHxRp.100,000.00=Rp.1,000.00Jumlah Upah=Rp.9,400.00Jumlah=Rp.20,200.00Pasang 1 buah kait angin09-Pt-T-30-SNI 2000BahanKait angin1.000BuahxRp.8,500.00=Rp.8,500.00Jumlah Bahan=Rp.8,500.00UpahTukang0.100OHxRp.84,000.00=Rp.8,400.00Kepala tukang0.010OHxRp.100,000.00=Rp.1,000.00Jumlah Upah=Rp.9,400.00Jumlah=Rp.17,900.00Pasang 1 buah door holder11-Pt-T-30-SNI 2000BahanDoor holder1.000BuahxRp.22,500.00=Rp.22,500.00Jumlah Bahan=Rp.22,500.00UpahTukang0.100OHxRp.84,000.00=Rp.8,400.00Kepala tukang0.010OHxRp.100,000.00=Rp.1,000.00Jumlah Upah=Rp.9,400.00Jumlah=Rp.31,900.00Pasang 1 buah grendel14-Pt-T-30-SNI 2000BahanGrendel1.000BuahxRp.15,000.00=Rp.15,000.00Jumlah Bahan=Rp.15,000.00UpahTukang0.100OHxRp.84,000.00=Rp.8,400.00Kepala tukang0.010OHxRp.100,000.00=Rp.1,000.00Jumlah Upah=Rp.9,400.00Jumlah=Rp.24,400.001 M2 pasangan kaca polos tebal 5 mm17-Pt-T-30-SNI 2000BahanKaca Polos tebal 5 mm1.100M2xRp.6,200.00=Rp.6,820.00Jumlah Bahan=Rp.6,820.00UpahTukang0.160OHxRp.84,000.00=Rp.13,440.00Kepala tukang0.016OHxRp.100,000.00=Rp.1,600.00Pembantu tukang0.160OHxRp.0.0=Rp.0.00Mandor0.008OHxRp.0.0=Rp.0.00Jumlah Upah=Rp.0.00Jumlah=Rp.0.001 M2 pasangan kaca raiben tebal 5 mm20-Pt-T-30-SNI 2000BahanKaca Polos tebal 3 mm1.100M2xRp.14,000.00=Rp.15,400.00Jumlah Bahan=Rp.15,400.00UpahTukang0.160OHxRp.84,000.00=Rp.13,440.00Kepala tukang0.016OHxRp.100,000.00=Rp.1,600.00Pembantu tukang0.160OHxRp.0.0=Rp.0.00Mandor0.008OHxRp.0.0=Rp.0.00Jumlah Upah=Rp.0.00Jumlah=Rp.0.00=Rp.0.0Analisa Pekerjaan Pengecatan PCC-SNI 3434-20071M Pengecatan bidang kayu baru 1 lps plamir, 1 lps cat dasar, 2 lps cat minyak6.7-PCC-SNI 3434 2007BahanCat menie kayu0.2KgxRp.46,000.00=Rp.9,200.00Plamir0.15KgxRp.28,300.00=Rp.4,245.00Cat dasar0.17KgxRp.28,300.00=Rp.4,811.00Cat Minyak0.26KgxRp.46,000.00=Rp.11,960.00Jumlah Bahan=Rp.30,216.00UpahPekerja0.0700OHxRp.53,000.00=Rp.3,710.00Tukang cat0.0900OHxRp.84,000.00=Rp.7,560.00Kepala tukang0.0090OHxRp.100,000.00=Rp.900.00Mandor0.0025OHxRp.64,500.00=Rp.161.25Jumlah Upah=Rp.12,331.25Jumlah=Rp.42,547.251M Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )6.12-PCC-SNI 3434 2007BahanPlamir0.120KgxRp.28,300.00=Rp.3,396.00Cat dasar0.120KgxRp.28,300.00=Rp.3,396.00Cat tembok 2 x0.260KgxRp.30,000.00=Rp.7,800.00Jumlah Bahan=Rp.14,592.00UpahPekerja0.040OHxRp.53,000.00=Rp.2,120.00Tukang cat0.120OHxRp.84,000.00=Rp.10,080.00Kepala tukang0.012OHxRp.100,000.00=Rp.1,200.00Mandor0.002OHxRp.64,500.00=Rp.129.00Jumlah Upah=Rp.13,529.00Jumlah=Rp.28,121.001 M2 Cat tembok baru 1 lps plamir, 1 lps cat dasar, 2 lps cat penutup (Interior)6.19-PCC-SNI 3434 2007BahanPlamir0.1000KgxRp.28,300.00=Rp.2830.00Cat dasar0.1000LtrxRp.28,300.00=Rp.2830.00Cat penutup 2 x0.2600LtrxRp.45,250.00=Rp.11765.00Ampelas0.1000LtrxRp.2,950.00=Rp.295.00Roll Cat0.0250BhxRp.13,700.00=Rp.342.50Jumlah Bahan=Rp.18,062.50UpahPekerja0.0400OHxRp.53,000.00=Rp.2,120.00Tukang cat0.1260OHxRp.84,000.00=Rp.10,584.00Kepala tukang cat0.0126OHxRp.100,000.00=Rp.1,260.00Mandor0.0050OHxRp.64,500.00=Rp.322.50Jumlah Upah=Rp.14,286.50Jumlah=Rp.32,349.00=Rp.32,349.001 M2 Cat tembok baru 1 lps plamir, 1 lps cat dasar, 2 lps cat penutup (Exterior)6.20-PCC-SNI 3434 2007BahanPlamir0.1000KgxRp.28,300.00=Rp.2,830.00Cat dasar Alkali0.2000LtrxRp.28,300.00=Rp.5,660.00Cat penutup 2 x0.2000LtrxRp.50,200.00=Rp.10,040.00Ampelas0.5000LbrxRp.2,950.00=Rp.1,475.00Roll Cat0.0300BhxRp.13,700.00=Rp.411.00Jumlah Bahan=Rp.20,416.00UpahPekerja0.0400OHxRp.53,000.00=Rp.2,120.00Tukang cat0.1260OHxRp.84,000.00=Rp.10,584.00Kepala tukang cat0.0126OHxRp.100,000.00=Rp.1,260.00Mandor0.0050OHxRp.64,500.00=Rp.322.50Jumlah Upah=Rp.14,286.50Jumlah=Rp.34,702.50Analisa Pekerjaan Sanitasi RSNI.T-15-2002Memasang I buah kloset jongkok porselenRSNI.T-15-2002.2BahanKloset jongkok porselen1.000bhxRp.265,000.00=Rp.265,000.00Semen portland6.000kgxRp.1,322.50=Rp.7,935.00Pasir pasang0.010m3xRp.67,900.00=Rp.679.00Jumlah Bahan=Rp.273,614.00UpahPekerja1.000OHxRp.53,000.00=Rp.53,000.00Tukang batu1.500OHxRp.84,000.00=Rp.126,000.00Kepala tukang1.500OHxRp.100,000.00=Rp.150,000.00Mandor0.160OHxRp.64,500.00=Rp.10,320.00Jumlah Upah=Rp.339,320.00Jumlah=Rp.612,934.00Memasang 1 buah wastafelRSNI.T-15-2002.4BahanWestafel biasa1.000bhxRp.640,700.00=Rp.640,700.00PerlengkapanDari bahan12%xRp.76,884.00=Rp.76,884.00Semen Putih6.000KgxRp.1,322.50=Rp.7,935.00Pasir pasang0.010MxRp.67,900.00=Rp.679.00Jumlah Bahan=Rp.726,198.00UpahPekerja1.200OHxRp.53,000.00=Rp.63,600.00Tukang batu1.450OHxRp.84,000.00=Rp.121,800.00Kepala tukang0.150OHxRp.100,000.00=Rp.15,000.00Mandor0.100OHxRp.64,500.00=Rp.6,450.00Jumlah Upah=Rp.206,850.00Jumlah=Rp.933,048.00Memasang 1 buah bak mandi teraso volume 0,30 mRSNI.T-15-2002.5BahanBak teraso1.000bhxRp.225,000.00=Rp.225,000.00Semen portland6.000KgxRp.1,322.50=Rp.7,935.00Pasir pasang0.010MxRp.67,900.00=Rp.679.00Jumlah Bahan=Rp.233,614.00UpahPekerja2.100OHxRp.53,000.00=Rp.111,300.00Tukang batu0.750OHxRp.84,000.00=Rp.63,000.00Kepala tukang0.075OHxRp.100,000.00=Rp.7,500.00Mandor0.110OHxRp.64,500.00=Rp.7,095.00Jumlah Upah=Rp.188,895.00Jumlah=Rp.422,509.00Memasang 1 buah bak mandi fibreglass volume 0,30 mRSNI.T-15-2002.6BahanBak fibreglass1.000bhxRp.295,000.00=Rp.295,000.00PerlengkapanHarga bak18%xRp.53,100.00=Rp.53,100.00Jumlah Bahan=Rp.348,100.00UpahPekerja1.800OHxRp.53,000.00=Rp.95,400.00Tukang batu0.540OHxRp.84,000.00=Rp.45,360.00Kepala tukang0.054OHxRp.100,000.00=Rp.5,400.00Mandor0.110OHxRp.64,500.00=Rp.7,095.00Jumlah Upah=Rp.153,255.00Jumlah=Rp.501,355.00Memasang 1 buah bak mandi batu bata volume 0,30 mRSNI.T-15-2002.7BahanBatu bata44.000MxRp.105,000.00=Rp.4,620,000.00Semen portland120.000KgxRp.1,322.50=Rp.158,700.00Pasir pasang0.300MxRp.67,900.00=Rp.20,370.00Porselin (11x11) cm360.000BhxRp.565.00=Rp.203,400.00Semen putih6.000KgxRp.1,322.50=Rp.7,935.00Jumlah Bahan=Rp.5,010,405.00UpahPekerja3.000OHxRp.53,000.00=Rp.159,000.00Tukang batu3.000OHxRp.84,000.00=Rp.252,000.00Kepala tukang0.300OHxRp.100,000.00=Rp.30,000.00Mandor0.300OHxRp.64,500.00=Rp.19,350.00Jumlah Upah=Rp.460,350.00Jumlah=Rp.5,470,755.00Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cm tinggi 35 cmRSNI.T-15-2002.12BahanBatu bata145.000BhxRp.510.00=Rp.73,950.00Semen portland44.000KgxRp.1,322.50=Rp.58,190.00Pasir pasang0.070MxRp.67,900.00=Rp.4,753.00Batu kerikil0.070MxRp.172,300.00=Rp.12,061.00Besi beton1.600KgxRp.13,000.00=Rp.20,800.00Pasir beton0.060MxRp.67,900.00=Rp.4,074.00Jumlah Bahan=Rp.173,828.00UpahPekerja3.200OHxRp.53,000.00=Rp.169,600.00Tukang batu1.015OHxRp.84,000.00=Rp.85,260.00Kepala tukang0.0015OHxRp.100,000.00=Rp.150.00Mandor0.016OHxRp.64,500.00=Rp.1,032.00Jumlah Upah=Rp.256,042.00Jumlah=Rp.429,870.00=Rp.429,870.00Memasang 1 m' pipa PVC tipe AW diameter "RSNI.T-15-2002.21BahanPipa PVC1.200BhxRp.22,000.00=Rp.26,400.00Perlengkapanharga pipa35%xRp.7,700.00=Rp.7,700.00Jumlah Bahan=Rp.34,100.00UpahPekerja0.036OHxRp.53,000.00=Rp.1,908.00Tukang batu0.060OHxRp.84,000.00=Rp.5,040.00Kepala tukang0.006OHxRp.100,000.00=Rp.600.00Mandor0.0018OHxRp.64,500.00=Rp.116.10Jumlah Upah=Rp.7,664.10Jumlah=Rp.41,764.10=Rp.41,764.00Memasang 1 m' pipa PVC tipe AW diameter 1 "RSNI.T-15-2002.23BahanPipa PVC1.200BhxRp.133,000.00=Rp.159,600.00Perlengkapanharga pipa35%xRp.46,550.00=Rp.46,550.00Jumlah Bahan=Rp.159,600.00UpahPekerja0.036OHxRp.53,000.00=Rp.1,908.00Tukang batu0.060OHxRp.84,000.00=Rp.5,040.00Kepala tukang0.006OHxRp.100,000.00=Rp.600.00Mandor0.0018OHxRp.64,500.00=Rp.116.10Jumlah Upah=Rp.7,664.10Jumlah=Rp.167,264.10=Rp.167,264.00Memasang 1 m' pipa PVC tipe AW diameter 2"RSNI.T-15-2002.24BahanPipa PVC1.200BhxRp.37,750.00=Rp.45,300.00Perlengkapanharga pipa35%xRp.13,212.50=Rp.13,212.50Jumlah Bahan=Rp.58,512.50UpahPekerja0.054OHxRp.53,000.00=Rp.2,862.00Tukang batu0.090OHxRp.84,000.00=Rp.7,560.00Kepala tukang0.009OHxRp.100,000.00=Rp.900.00Mandor0.0027OHxRp.64,500.00=Rp.174.15Jumlah Upah=Rp.11,496.15Jumlah=Rp.70,008.65=Rp.70,009.00Memasang 1 m' pipa PVC tipe AW diameter 2 "RSNI.T-15-2002.25BahanPipa PVC1.200BhxRp.320,100.00=Rp.384,120.00Perlengkapanharga pipa35%xRp.112,035.00=Rp.112,035.00Jumlah Bahan=Rp.496,155.00UpahPekerja0.036OHxRp.53,000.00=Rp.1,908.00Tukang batu0.060OHxRp.84,000.00=Rp.5,040.00Kepala tukang0.006OHxRp.100,000.00=Rp.600.00Mandor0.0018OHxRp.64,500.00=Rp.116.10Jumlah Upah=Rp.7,664.10Jumlah=Rp.503,819.10=Rp.503,819.00Memasang 1 m' pipa PVC tipe AW diameter 3"RSNI.T-15-2002.26BahanPipa PVC1.200BhxRp.457,900.00=Rp.549,480.00Perlengkapanharga pipa35%xRp.160,265.00=Rp.160,265.00Jumlah Bahan=Rp.709,745.00UpahPekerja0.081OHxRp.53,000.00=Rp.4,293.00Tukang batu0.135OHxRp.84,000.00=Rp.11,340.00Kepala tukang0.0135OHxRp.100,000.00=Rp.1,350.00Mandor0.0041OHxRp.64,500.00=Rp.264.45Jumlah Upah=Rp.17,247.45Jumlah=Rp.726,992.45=Rp.726,992.00Memasang 1 m' pipa PVC tipe AW diameter 4"RSNI.T-15-2002.27BahanPipa PVC1.200BhxRp.114,716.67=Rp.137,660.00Perlengkapanharga pipa35%xRp.40,150.83=Rp.40,150.83Jumlah Bahan=Rp.177,810.83UpahPekerja0.081OHxRp.53,000.00=Rp.4,293.00Tukang batu0.135OHxRp.84,000.00=Rp.11,340.00Kepala tukang0.0135OHxRp.100,000.00=Rp.1,350.00Mandor0.0041OHxRp.64,500.00=Rp.264.45Jumlah Upah=Rp.17,247.45Jumlah=Rp.195,058.28=Rp.195,058.00Memasang 1 bh bak cuci piring stainles steelRSNI.T-15-2002.28BahanBahan Bak cuci stainless steel1.000BhxRp.640,700.00=Rp.640,700.00Water drain asesories1.000SetxRp.23,000.00=Rp.23,000.00Jumlah Bahan=Rp.663,700.00UpahPekerja0.030OHxRp.53,000.00=Rp.1,590.00Tukang batu0.300OHxRp.84,000.00=Rp.25,200.00Kepala tukang0.030OHxRp.100,000.00=Rp.3,000.00Mandor0.0015OHxRp.64,500.00=Rp.96.75Jumlah Upah=Rp.29,886.75Jumlah=Rp.693,586.75Memasang 1 bh kran diameter " atau "RSNI.T-15-2002.30BahanBahan Kran air1.000BhxRp.52,350.00=Rp.52350Seal tape0.025BhxRp.11,250.00=Rp.281.25Jumlah Bahan=Rp.52,631.25UpahPekerja0.010OHxRp.53,000.00=Rp.530.00Tukang batu0.100OHxRp.84,000.00=Rp.8,400.00Kepala tukang0.010OHxRp.100,000.00=Rp.1,000.00Mandor0.005OHxRp.64,500.00=Rp.322.50Jumlah Upah=Rp.10,252.50Jumlah=Rp.62,883.75=Rp.62,884.00Memasang 1 bh Floor drainRSNI.T-15-2002.31BahanFloor drain1.000BhxRp.46,500.00=Rp.46,500.00Jumlah Bahan=Rp.46,500.00UpahPekerja0.010OHxRp.53,000.00=Rp.530.00Tukang batu0.100OHxRp.84,000.00=Rp.8,400.00Kepala tukang0.010OHxRp.100,000.00=Rp.1,000.00Mandor0.005OHxRp.64,500.00=Rp.322.50Jumlah Upah=Rp.10,252.50Jumlah=Rp.56,752.50=Rp.56,753.00Analisa Pekerjaan Instalasi PIL Supl SNI 20021 M' Pasang Kabel NYY 2x2.5 sqmmPIL-16 Supl SNI 2002UpahTukang Listrik0.2500OHxRp.84,000.00=Rp.21,000.00Pekerja0.0100OHxRp.53,000.00=Rp.530.00Mandor0.0050OHxRp.64,500.00=Rp.322.50Jumlah Upah=Rp.21,852.50BahanKabel NYY 2x2.5 Sqmm1.000M'xRp.10,633.00=Rp.10,633.00Jumlah Bahan=Rp.10,633.00Jumlah=Rp.32,485.50=Rp.32,486.001 M' Pasang Kabel NYY 3x10 sqmmPIL-17 Supl SNI 2002BahanKabel NYY 3x10 Sqmm1.000M'xRp.45,408.00=Rp.45,408.00Jumlah Bahan=Rp.45,408.00UpahTukang Listrik0.0050OHxRp.84,000.00=Rp.420.00Pekerja0.0050OHxRp.53,000.00=Rp.265.00Mandor0.0050OHxRp.64,500.00=Rp.322.50Jumlah Upah=Rp.1,007.50Jumlah=Rp.46,415.501 Bh Pasang MCB Ampere + box tutup panel ukuran 30 x 30PIL-19Supl SNI 2002BahanMCB 10 Ampere + box1.0000BhxRp.42,000.00=Rp.42,000.00Jumlah Bahan=Rp.42,000.00UpahTukang Listrik0.0500OHxRp.84,000.00=Rp.4,200.00Pekerja0.1000OHxRp.53,000.00=Rp.5,300.00Mandor0.0250OHxRp.64,500.00=Rp.1,612.50Jumlah Upah=Rp.11,112.50Jumlah=Rp.53,112.501 Bh Pasang Kapasitor 12,5 uFPIL-20Supl SNI 2002BahanKapasitor 12,5 uF1.0000BhxRp.26,000.00=Rp.26,000.00Jumlah Bahan=Rp.26,000.00UpahTukang Listrik0.0500OHxRp.84,000.00=Rp.4,200.00Pekerja0.1000OHxRp.53,000.00=Rp.5,300.00Mandor0.0250OHxRp.64,500.00=Rp.1,612.50Jumlah Upah=Rp.11,112.50Jumlah=Rp.37,112.501 Set Pasang Strang Omamen 2.2 meter + Lampu SRP 822/250 Watt Son +pengetesan dan penyalaanPIL-21 Supl SNI 2002UpahTukang Listrik0.0500OHxRp.84,000.00=Rp.4,200.00Kepala Tukang Listrik1.2500OHxRp.100,000.00=Rp.125,000.00Pekerja0.5000OHxRp.53,000.00=Rp.26,500.00Mandor0.5000OHxRp.64,500.00=Rp.32,250.00Jumlah Upah=Rp.187,950.00BahanPengetesan dan Penyalaan1.0000ttkxRp.7,000.00=Rp.7,000.00Jumlah Bahan=Rp.7,000.00Jumlah=Rp.194,950.001 ttk Pasangan Stop KontakPIL-31Supl SNI 2002BahanStop Kontak1.000BhxRp.13,650.00=Rp.13,650.00Pipa Kondult0.850BtgxRp.6,000.00=Rp.5,100.00Isolasi Listik0.500BhxRp.6,825.00=Rp.3,412.50Jumlah Bahan=Rp.22,162.50UpahTukang Listrik0.200OHxRp.84,000.00=Rp.16,800.00Jumlah Upah=Rp.16,800.00Jumlah=Rp.38,962.50=Rp.38,963.001 ttk Pasangan Saklar SinglePIL-32Supl SNI 2002BahanStop Kontak1.000BhxRp.13,650.00=Rp.13,650.00Pipa Kondult0.850BtgxRp.6,000.00=Rp.5,100.00Isolasi Listik0.500BhxRp.6,825.00=Rp.3,412.50Jumlah Bahan=Rp.22,162.50UpahTukang Listrik0.200OHxRp.84,000.00=Rp.16,800.00Jumlah Upah=Rp.16,800.00Jumlah=Rp.38,962.50=Rp.38,963.001 ttk Pasangan Saklar DoublePIL-33Supl SNI 2002BahanStop Kontak1.000BhxRp.13,650.00=Rp.13,650.00Pipa Kondult1.000BtgxRp.6,000.00=Rp.6,000.00Isolasi Listik5.000BhxRp.6,825.00=Rp.34,125.00Jumlah Bahan=Rp.53,775.00UpahTukang0.200OHxRp.84,000.00=Rp.16,800.00Jumlah Upah=Rp.16,800.00Jumlah=Rp.70,575.001 ttk Lampu XL 23WattPIL-34Supl SNI 2002BahanLampu XL 23Watt1.000BhxRp.13,650.00=Rp.13,650.00Fitting1.000BhxRp.5,000.00=Rp.5,000.00Baut Kecil5.000BhxRp.150.00=Rp.750.00Jumlah Bahan=Rp.19,400.00UpahTukang Listrik0.200OHxRp.84,000.00=Rp.16,800.00Jumlah Upah=Rp.16,800.00Jumlah=Rp.36,200.00Stabat, 25 Juni 2013Diketahui Oleh :Dibuat Oleh:CV. NisaHotman ManurungJuanda HarahapWakil Direktur ITenaga AhliPK6.171 M2 Pasang Jalusi Mati Kusen Kayu6.17.1Bahan :Kayu Meranti , Papan0.060M3xRp.0.0=Rp.0.00Paku Biasa 1/2" - 1"0.150KgxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.17.2Tenaga :Pekerja0.500OHxRp.0.0=Rp.0.00Tukang Kayu2.000OHxRp.0.0=Rp.0.00Kepala Tukang0.200OHxRp.0.0=Rp.0.00Mandor0.025OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PPL6.21 M2 Plesteran 1 Pc : 2 Ps, tebal 15 mm6.2.1Bahan :Semen Portland8.520KgxRp.0.0=Rp.0.00pasir pasang0.017M3xRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.2.2Tenaga :Pekerja0.200OHxRp.0.0=Rp.0.00Tukang Batu0.150OHxRp.0.0=Rp.0.00Kepala Tukang0.015OHxRp.0.0=Rp.0.00Mandor0.010OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00=Rp.0.0PK6.111 M2 Pasang Pintu dan Jendela Kaca Panel Kayu Meranti6.11.1Bahan :Kayu Meranti, Papan0.035M3xRp.9,800,000.00=Rp.343,000.00Kaca Polos 5 mm0.800M2xRp.26,550.00=Rp.21,240.00Jumlah ( 1 )=Rp.364,240.006.11.2Tenaga :Pekerja0.800OHxRp.0.0=Rp.0.00Tukang Kayu2.000OHxRp.0.0=Rp.0.00Kepala Tukang0.200OHxRp.0.0=Rp.0.00Mandor0.040OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PK6.21 M3 Pasang Kusen Pintu dan Jendela Kayu Meranti Batu6.2.1Bahan :Kayu Meranti Batu, Balok1.200M3xRp.11,000,000.00=Rp.13,200,000.00Jumlah ( 1 )=Rp.13,200,000.006.2.2Tenaga :Pekerja6.000OHxRp.0.0=Rp.0.00Tukang Kayu18.000OHxRp.0.0=Rp.0.00Kepala Tukang2.000OHxRp.0.0=Rp.0.00Mandor0.300OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PB6.421 M3 Membuat Balok Beton Bertulang ( 150 Kg Besi + Bekisting )6.42.1Bahan :Kayu Sembarang, Papan0.3200M3xRp.4,900,000.00=Rp.1,568,000.00Paku Biasa 2" - 5"3.200KgxRp.20,000.00=Rp.64,000.00Minyak Bekisting1.600LtxRp.4,500.00=Rp.7,200.00Besi Beton Polos150.000KgxRp.9,000.00=Rp.1,350,000.00Kawat Beton2.250KgxRp.10,000.00=Rp.22,500.00Semen Portland323.000KgxRp.1,200.00=Rp.387,600.00Pasir Beton0.520M3xRp.92,000.00=Rp.47,840.00Koral Beton0.780M3xRp.143,600.00=Rp.112,008.00Kayu Sembarang, Balok0.120M3xRp.4,900,000.00=Rp.588,000.00Plywood tebal 9 mm2.800LbrxRp.162,500.00=Rp.455,000.00Kayu Dolken/Laut 3' - 4' /4 m32.000BtgxRp.42,500.00=Rp.1,360,000.00Jumlah ( 1 )=Rp.5,962,148.006.42.2Tenaga :Pekerja5.800OHxRp.53,000.00=Rp.307,400.00Tukang Batu0.350OHxRp.55,000.00=Rp.19,250.00Tukang Kayu2.800OHxRp.55,000.00=Rp.154,000.00Tukang Besi1.050OHxRp.55,000.00=Rp.57,750.00Kepala Tukang0.420OHxRp.60,000.00=Rp.25,200.00Mandor0.185OHxRp.48,000.00=Rp.8,880.00Jumlah ( 2 )=Rp.572,480.00Jumlah ( 1 ) + ( 2 )=Rp.6,534,628.00=Rp.6,534,628.00PB6.431 M3 Membuat Tiang/kolom Beton Bertulang ( 150 Kg Besi + Bekisting )6.43.1Bahan :Kayu Sembarang, Papan0.2400M3xRp.4,900,000.00=Rp.1,176,000.00Paku Biasa 2" - 5"3.200KgxRp.20,000.00=Rp.64,000.00Minyak Bekisting1.600LtxRp.4,500.00=Rp.7,200.00Besi Beton Polos150.000KgxRp.9,000.00=Rp.1,350,000.00Kawat Beton2.250KgxRp.10,000.00=Rp.22,500.00Semen Portland323.000KgxRp.1,200.00=Rp.387,600.00Pasir Beton0.520M3xRp.92,000.00=Rp.47,840.00Koral Beton0.780M3xRp.143,600.00=Rp.112,008.00Kayu Sembarang, Balok0.160M3xRp.4,900,000.00=Rp.784,000.00Plywood tebal 9 mm2.800LbrxRp.162,500.00=Rp.455,000.00Kayu Dolken/Laut 3' - 4' /4 m24.000BtgxRp.42,500.00=Rp.1,020,000.00Jumlah ( 1 )=Rp.5,426,148.006.43.2Tenaga :Pekerja5.600OHxRp.53,000.00=Rp.296,800.00Tukang Batu0.350OHxRp.55,000.00=Rp.19,250.00Tukang Kayu2.640OHxRp.55,000.00=Rp.145,200.00Tukang Besi1.050OHxRp.55,000.00=Rp.57,750.00Kepala Tukang0.400OHxRp.60,000.00=Rp.24,000.00Mandor0.193OHxRp.48,000.00=Rp.9,264.00Jumlah ( 2 )=Rp.552,264.00Jumlah ( 1 ) + ( 2 )=Rp.5,978,412.00=Rp.5,978,412.00PT6.111 M3 Urugan Sirtu darat6.11.1Bahan :Sirtu darat1.000M3xRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.11.2Tenaga :Pekerja0.300OHxRp.87,000.00=Rp.26,100.00Mandor0.010OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00=Rp.0.0PPL6.101 M2 Pasang Lantai Keramik Uk. 30 x 30 cm6.10.1Bahan :Keramik 30 x 30 cm11.870BhxRp.5,645.00=Rp.67,006.15Semen Portland10.000KgxRp.1,200.00=Rp.12,000.00Pasir Pasang0.0215M3xRp.92,000.00=Rp.1,978.00Semen Warna1.500KgxRp.2,500.00=Rp.3,750.00Jumlah ( 1 )=Rp.84,734.156.10.2Tenaga :Pekerja0.260OHxRp.53,000.00=Rp.13,780.00Tukang Batu0.125OHxRp.55,000.00=Rp.6,875.00Kepala Tukang0.0125OHxRp.60,000.00=Rp.750.00Mandor0.013OHxRp.48,000.00=Rp.624.00Jumlah ( 2 )=Rp.22,029.00Jumlah ( 1 ) + ( 2 )=Rp.106,763.15=Rp.106,763.00PLL6.201 M2 Langit - langit Asbes ( 1,00 x 1,00 ) m, tbl. 3,2 mm, + Rangka kayu6.20.1Bahan :Kayu0.012M3xRp.4,900,000.00=Rp.58,800.00Paku0.060KgxRp.20,000.00=Rp.1,200.00Asbes 1,00 x 1,00 m1.100LbrxRp.13,500.00=Rp.14,850.00Jumlah ( 1 )=Rp.74,850.006.20.2Tenaga :Pekerja0.180OHxRp.0.0=Rp.0.00Tukang Kayu0.320OHxRp.0.0=Rp.0.00Kepala Tukang0.032OHxRp.0.0=Rp.0.00Mandor0.009OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PBA6.121 M2 Pasang Terali Besi6.12.1Bahan :Besi Strip 2 x 311.500KgxRp.15,000.00=Rp.172,500.00Jumlah ( 1 )=Rp.172,500.006.12.2Tenaga :Pekerja1.200OHxRp.0.0=Rp.0.00Tukang Las1.200OHxRp.0.0=Rp.0.00Kepala Tukang0.012OHxRp.0.0=Rp.0.00Mandor0.0006OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PPA6.381 M2 Pasang Atap Seng Gelombang6.38.1Bahan :Seng Gelombang BJLS 20 K11.000LbrxRp.63,000.00=Rp.63,000.00Paku Seng0.040KgxRp.20,000.00=Rp.800.00Jumlah ( 1 )=Rp.63,800.006.38.2Tenaga :Pekerja0.120OHxRp.0.0=Rp.0.00Tukang Kayu0.060OHxRp.0.0=Rp.0.00Kepala Tukang0.006OHxRp.0.0=Rp.0.00Mandor0.006OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PPA6.391 M' Pasang Rabung Seng Bjls 20 K16.39.1Bahan :Seng Plat 3" x 6" BJLS 200.300LbrxRp.45,000.00=Rp.13,500.00Paku Seng0.020KgxRp.20,000.00=Rp.400.00Jumlah ( 1 )=Rp.13,900.006.39.2Tenaga :Pekerja0.120OHxRp.0.0=Rp.0.00Tukang Kayu0.060OHxRp.0.0=Rp.0.00Kepala Tukang0.008OHxRp.0.0=Rp.0.00Mandor0.006OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PK6.181 M2 Pasang Pintu Plywood Rangka, Rangka Kayu Meranti6.18.1Bahan :Kayu Meranti, Papan0.0196M3xRp.0.0=Rp.0.00Paku Biasa 1/2" - 1"0.030KgxRp.20,000.00=Rp.600.00Lem Kayu0.300LtxRp.8,000.00=Rp.2,400.00Playwood 4' x 3' x 4 mm1.000LbrxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.18.2Tenaga :Pekerja0.600OHxRp.0.0=Rp.0.00Tukang Kayu2.000OHxRp.0.0=Rp.0.00Kepala Tukang0.200OHxRp.0.0=Rp.0.00Mandor0.030OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00An.F.221 mMengerjakan kuda-kudaTukang24.0000OHxRp.0.0=Rp.0.00Kepala tukang2.4000OHxRp.0.0=Rp.0.00Pekerja8.0000OHxRp.0.0=Rp.0.00Mandor0.4000OHxRp.0.0=Rp.0.000.00Upah diambil 3/4Rp.0.0=Rp.0.0Kayu semi keras1.1000mxRp.0.0=Rp.0.000.0An.G.55.b1 M2 Memasang Paving BlockPekerja0.200OHxRp.0.0=Rp.0.00Tukang0.060OHxRp.0.0=Rp.0.00Massa Block40.000OHxRp.1,800.00=Rp.72,000.00Pasir urug0.035kgxRp.87,000.00=Rp.3,045.00Rp.0.00Rp.0.0L.51 m 2 Membongkar dan Membersihkan bongkaran lantai.Pekerja2.000OHx0.0=Rp.0.00Mandor0.100OHx0.0=Rp.0.0000.0Upah diambil 0.35 x0.0=Rp.0.0Untuk 1 m2 = 1/10 x0.0=Rp.0.0Jumlah=Rp.0.0L.81 M 2 Membongkar Atap seng lama.Pekerja1.000OHx0.0=Rp.0.00Mandor0.500OHx0.0=Rp.0.00=Rp.0.0Upah diambil 0.35 x0.0=Rp.0.0Untuk 1 m2 = 1/10 x0.0=Rp.0.0Jumlah=Rp.0.0PPL6.351 M2 Plesteran Siar Adukan 1 Pc : 2 Ps6.35.1Bahan :Semen Portland4.320KgxRp.1,200.00=Rp.5,184.00pasir pasang0.016M3xRp.92,000.00=Rp.1,472.00Jumlah ( 1 )=Rp.6,656.006.35.2Tenaga :Pekerja0.150OHxRp.0.0=Rp.0.00Tukang Batu0.070OHxRp.0.0=Rp.0.00Kepala Tukang0.007OHxRp.0.0=Rp.0.00Mandor0.008OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PBA6.131 M2 Pasang Kawat Harmonika6.13.1Bahan :Kawat Harmonika1.100M2xRp.0.0=Rp.0.00Paku Biasa 1/2" - 1"0.020KgxRp.0.0=Rp.0.00Kayu Meranti0.0018M3xRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.13.2Tenaga :Pekerja0.100OHxRp.0.0=Rp.0.00Tukang Kayu0.100OHxRp.0.0=Rp.0.00Kepala Tukang0.010OHxRp.0.0=Rp.0.00Mandor0.0005OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00=Rp.0.0PK6.551 M' Pasang Rangka Dinding Pemisah, Kayu Meranti6.55.1Bahan :Kayu Meranti, Balok0.0195M3xRp.0.0=Rp.0.00Kayu Meranti, Papan0.007M3xRp.0.0=Rp.0.00Paku Biasa 2" - 5"0.100KgxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.55.2Tenaga :Pekerja0.150OHxRp.0.0=Rp.0.00Tukang Kayu0.450OHxRp.0.0=Rp.0.00Kepala Tukang0.045OHxRp.0.0=Rp.0.00Mandor0.075OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PK6.591 M2 Pasang Plywood tebal 4 mm, untuk Dinding6.59.1Bahan :Plywood 4' x 8' x 4 mm0.4000LbrxRp.0.0=Rp.0.00Paku Biasa 2" - 5"0.050KgxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.59.2Tenaga :Pekerja0.025OHxRp.0.0=Rp.0.00Tukang Kayu0.075OHxRp.0.0=Rp.0.00Kepala Tukang0.0075OHxRp.0.0=Rp.0.00Mandor0.0013OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PLL6.41 M2 Langit - langit Asbes ( 1,00 x 1,00 ) m tbl. 3,5 mm6.4.1Bahan :Plat Asbes tbl. 3,5 mm1.100LbrxRp.14,000.00=Rp.15,400.00Paku0.010KgxRp.20,000.00=Rp.200.00Jumlah ( 1 )=Rp.15,600.006.4.2Tenaga :Pekerja0.030OHxRp.0.0=Rp.0.00Tukang Kayu0.070OHxRp.0.0=Rp.0.00Kepala Tukang0.007OHxRp.0.0=Rp.0.00Mandor0.0015OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00=Rp.0.0PB6.461 M' Membuat Ring Balok Beton Bertulang ( 10 x 15 ) Cm6.46.1Bahan :Kayu Sembarang, Papan0.003M3xRp.0.0=Rp.0.00Paku Biasa 2" - 5"0.020KgxRp.0.0=Rp.0.00Besi Beton Polos3.600KgxRp.0.0=Rp.0.00Kawat Beton0.050KgxRp.0.0=Rp.0.00Semen Portland5.500KgxRp.0.0=Rp.0.00Pasir Beton0.009M3xRp.0.0=Rp.0.00Koral Beton0.015M3xRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.46.2Tenaga :Pekerja0.100OHxRp.0.0=Rp.0.00Tukang Batu0.033OHxRp.0.0=Rp.0.00Tukang Kayu0.033OHxRp.0.0=Rp.0.00Tukang Besi0.033OHxRp.0.0=Rp.0.00Kepala Tukang0.010OHxRp.0.0=Rp.0.00Mandor0.005OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PB6.421 M3 Membuat Balok Beton Bertulang ( 150 Kg Besi + Bekisting )6.42.1Bahan :Kayu Sembarang, Papan0.3200M3xRp.0.0=Rp.0.00Paku Biasa 2" - 5"3.200KgxRp.0.0=Rp.0.00Minyak Bekisting1.600LtxRp.0.0=Rp.0.00Besi Beton Polos150.000KgxRp.0.0=Rp.0.00Kawat Beton2.250KgxRp.0.0=Rp.0.00Semen Portland323.000KgxRp.0.0=Rp.0.00Pasir Beton0.520M3xRp.0.0=Rp.0.00Koral Beton0.780M3xRp.0.0=Rp.0.00Kayu Sembarang, Balok0.120M3xRp.0.0=Rp.0.00Plywood tebal 9 mm2.800LbrxRp.0.0=Rp.0.00Kayu Dolken/Laut 3' - 4' /4 m32.000BtgxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.42.2Tenaga :Pekerja5.800OHxRp.0.0=Rp.0.00Tukang Batu0.350OHxRp.0.0=Rp.0.00Tukang Kayu2.800OHxRp.0.0=Rp.0.00Tukang Besi1.050OHxRp.0.0=Rp.0.00Kepala Tukang0.420OHxRp.0.0=Rp.0.00Mandor0.185OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PPA6.321 M2 Pasang Atap Genteng Metal / Multi Roof6.32.1Bahan :Atap Genteng Metal1.020LbrxRp.0.0=Rp.0.00Paku Biasa 2" - 5"0.200KgxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.32.2Tenaga :Pekerja0.200OHxRp.0.0=Rp.0.00Tukang Kayu0.100OHxRp.0.0=Rp.0.00Kepala Tukang0.010OHxRp.0.0=Rp.0.00Mandor0.010OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PPA6.361 M' Pasang Nok Genteng Metal6.36.1Bahan :Nok Genteng Decra Bond1.100BhxRp.0.0=Rp.0.00Paku Biasa 1/2" - 1"0.050KgxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.36.2Tenaga :Pekerja0.250OHxRp.0.0=Rp.0.00Tukang Kayu0.150OHxRp.0.0=Rp.0.00Kepala Tukang0.015OHxRp.0.0=Rp.0.00Mandor0.013OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PS6.5Memasang 1 Buah Wastafel6.5.1Bahan :Wastafel1.000BhxRp.0.0=Rp.0.00Perlengkapan 12% Harga WastafelxRp.0.0=Rp.0.00Semen Portland6.000KgxRp.0.0=Rp.0.00Pasir Pasang0.010M3xRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.5.2Tenaga :Pekerja1.200OHxRp.0.0=Rp.0.00Tukang Batu1.450OHxRp.0.0=Rp.0.00Kepala Tukang0.150OHxRp.0.0=Rp.0.00Mandor0.100OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PS6.16Memasang 1 Buah Bak Kontrol pasangan Bt. Bata Uk. 30 x 30 cm, tinggi 35 Cm6.16.1Bahan :Batu Bata145.000BhxRp.0.0=Rp.0.00Semen Portland44.000KgxRp.0.0=Rp.0.00Pasir Pasang0.070M3xRp.0.0=Rp.0.00Batu Krikil0.070M3xRp.0.0=Rp.0.00Besi Beton1.600KgxRp.0.0=Rp.0.00Pasir Beton0.060M3xRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.16.2Tenaga :Pekerja3.200OHxRp.0.0=Rp.0.00Tukang Batu1.015OHxRp.0.0=Rp.0.00Kepala Tukang0.0015OHxRp.0.0=Rp.0.00Mandor0.016OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PS6.25Memasang 1 M' Pipa PVC type AW diameter 1/2"6.25.1Bahan :Pipa PVC1.200M'xRp.0.0=Rp.0.00Perlengkapan 35% Harga PipaxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.25.2Tenaga :Pekerja0.036OHxRp.0.0=Rp.0.00Tukang Batu0.060OHxRp.0.0=Rp.0.00Kepala Tukang0.006OHxRp.0.0=Rp.0.00Mandor0.0018OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PS6.26Memasang 1 M' Pipa PVC type AW diameter 3/4"6.26.1Bahan :Pipa PVC1.200M'xRp.0.0=Rp.0.00Perlengkapan 35% Harga PipaxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.26.2Tenaga :Pekerja0.036OHxRp.0.0=Rp.0.00Tukang Batu0.060OHxRp.0.0=Rp.0.00Kepala Tukang0.006OHxRp.0.0=Rp.0.00Mandor0.0018OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PS6.27Memasang 1 M' Pipa PVC type AW diameter 1"6.27.1Bahan :Pipa PVC1.200M'xRp.0.0=Rp.0.00Perlengkapan 35% Harga PipaxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.27.2Tenaga :Pekerja0.036OHxRp.0.0=Rp.0.00Tukang Batu0.060OHxRp.0.0=Rp.0.00Kepala Tukang0.006OHxRp.0.0=Rp.0.00Mandor0.0018OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PS6.33Memasang 1 Bh Bak Cuci Piring Stainles Steel6.33.1Bahan :Bak Cuci Stainles Steel1.000BhxRp.0.0=Rp.0.00Water Drain Acsesories1.000SetxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.33.2Tenaga :Pekerja0.030OHxRp.0.0=Rp.0.00Tukang Batu0.300OHxRp.0.0=Rp.0.00Kepala Tukang0.030OHxRp.0.0=Rp.0.00Mandor0.0015OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PS6.31Memasang 1 M' Pipa PVC type AW diameter 3"6.31.1Bahan :Pipa PVC1.200M'xRp.0.0=Rp.0.00Perlengkapan 35% Harga PipaxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.31.2Tenaga :Pekerja0.081OHxRp.0.0=Rp.0.00Tukang Batu0.135OHxRp.0.0=Rp.0.00Kepala Tukang0.0135OHxRp.0.0=Rp.0.00Mandor0.0041OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PS6.36Memasang 1 Bh Floor Drain6.36.1Bahan :Floor Drain1.000BhxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.36.2Tenaga :Pekerja0.010OHxRp.0.0=Rp.0.00Tukang Batu0.100OHxRp.0.0=Rp.0.00Kepala Tukang0.010OHxRp.0.0=Rp.0.00Mandor0.005OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PBA6.81 M2 Pasang Rolling Door6.8.1Bahan :Roll Door1.000M2xRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.8.2Tenaga :Pekerja1.050OHxRp.0.0=Rp.0.00Tukang Besi Konstruksi1.500OHxRp.0.0=Rp.0.00Kepala Tukang0.105OHxRp.0.0=Rp.0.00Mandor0.0052OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PKK6.51 Buah Pasang Engsel Pintu6.5.1Bahan :Engsel Pintu1.000BhxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.5.2Tenaga :Pekerja0.015OHxRp.0.0=Rp.0.00Tukang Kayu0.150OHxRp.0.0=Rp.0.00Kepala Tukang0.015OHxRp.0.0=Rp.0.00Mandor0.00075OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PKK6.61 Buah Pasang Engsel Jendela Kupu-kupu6.6.1Bahan :Engsel Jendela1.000BhxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.6.2Tenaga :Pekerja0.010OHxRp.0.0=Rp.0.00Tukang Kayu0.100OHxRp.0.0=Rp.0.00Kepala Tukang0.010OHxRp.0.0=Rp.0.00Mandor0.0005OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PKK6.31 Buah Pasang Kunci Tanam Kamar Mandi6.3.1Bahan :Kunci Tanam Kamar Mandi1.000BhxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.3.2Tenaga :Pekerja0.005OHxRp.0.0=Rp.0.00Tukang Kayu0.500OHxRp.0.0=Rp.0.00Kepala Tukang0.005OHxRp.0.0=Rp.0.00Mandor0.0025OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00PKK6.141 Buah Pasang Rel Pintu Dorong6.14.1Bahan :Rel Pintu Dorong1.000BhxRp.0.0=Rp.0.00Jumlah ( 1 )=Rp.0.006.14.2Tenaga :Pekerja0.060OHxRp.0.0=Rp.0.00Tukang Kayu0.600OHxRp.0.0=Rp.0.00Kepala Tukang0.060OHxRp.0.0=Rp.0.00Mandor0.003OHxRp.0.0=Rp.0.00Jumlah ( 2 )=Rp.0.00Jumlah ( 1 ) + ( 2 )=Rp.0.00

Harga bahanLampiran PenawaranDAFTAR HARGA SATUAN BAHANPembuatan Sumur Bor Poskesdes Desa Pelawi Utara Kec. BabalanNO.URAIANSPESIFIK BARANGSATHARGA SATUAN (Rp)KET1234561Besi Beton-Kg13,000.002Besi Ulir-Kg15,000.003Kawat Beton-Kg19,600.004Besi Baja Ringan-Kg28,000.005Rangka Atap Baja RinganUtk Rangka Atap SengBTG282,000.006Kusen Alummunium Uk 4"M'93,500.007Jendela AlummuniumM2240,000.008Paku Biasa Uk 2" - 6"-Kg15,600.009Kawat Harmonika 2 x 1,5"Lebar 1m'33,750.0010Baut 1/2" - 3"-Buah5,500.0011Baut 3/8" x 8"-Buah4,500.0012Pipa Bosh Lengkap-Set4,600.0013Kayu Segi Jenis Keras Kls 1-M315,187,500.0014Kayu Sembarang Keras-M311,950,000.0015Kayu Semi-M311,950,000.0016Play Wood / Triplek 3mm4" x 8Lebar61,950.0017Play Wood / Triplek 4mm4" x 8Lebar81,000.0018Play Wood / Triplek 6mm4" x 8Lebar111,000.0019Play Wood / Triplek 9mm4" x 8Lebar162,500.0020Play Wood / Triplek 12mm4" x 8Lebar199,500.004,987.5021Semen40kgZak/Kg52,900.001,322.5022Semen Putih40kgZak105,000.002,625.0023Batu Bata-Buah510.0024Batako-Buah2,600.0025Gypsum Board-Lembar72,000.0026Profil Gypsum-Batang12,500.0027Besi Vuring-Gulung20,500.0028Wall Paper-M'95,000.0029Asbes ( Atrisco )-M214,000.0030Kaca Bening Tebal 3mm-M26,200.0031Kaca Bening Tebal 5mm-M29,000.0032Kaca Ryben Gelap 5mm-M210,000.0033Kaca Bening Biru 5mm-m217,700.0034Engsel Lipat 3" - 4"-Buah7,650.0035Engsel Cabut 3" - 4"-Buah10,600.0036Seng GelombangBjls - 20 KKaki6,900.0037Seng GelombangBjls - 22 KKaki11,000.0038Seng GelombangBjls - 30 kKaki11,000.0039Rabung SengBjls - 20 KLbr20,600.0040Seng PlatBjls - 35 KKaki12,900.0041Paku Seng-Kg21,200.0042Lem Kayu-Kg15,000.0043Kunci TanamUnion BesarBuah110,000.0044Kunci TanamUnion KecilBuah70,800.0045Grendel3"Buah4,500.0046Genteng Multi Roof-Lembar76,700.0047Keramik Ikad20 x 20cmm253,100.00262,042.3148Keramik Ikad20 x 25cmm259,000.00202,950.0049Keramik Ikad30 x 30cmm267,000.00116,090.9150Keramik Ikad Polos40 x 40cmm282,600.00613,766.6751Keramik Ikad Warna40 x 40cmm282,600.00613,766.6752Bonbon Keramik-m'10,000.0053Kotak Sabun KeramikITOBuah76,200.0054Kloset Jongkok @ Amaerican StandartKeramikBuah242,000.0055Kloset Duduk Lengkap @ totoKeramikSet1,850,000.0056Wastafel @ American StandartKeramikSet640,700.0057Bak Cuci Piring Stainless Steel2 LubangSet52,500.0058Bak Mandi @ Alman-Set2,728,000.0059Bak Mandi FiberBuah295,000.0060Gllas Block5 x 20cmBuah23,600.0061Wastafel @ Toto-Set972,000.0062Watafel @ Stainlessteel-Set717,000.0063Klosed Jongkok PorseleinTotoBuah265,000.0064Bak Mandi Porselein-Buah295,000.0065Keramik Warna30 x 30cmKotak58,500.0066Batu Pecah 2 - 3cm-M3269,800.0067Batu Pecah 3- 5cm-M3278,600.0068Batu Pecah 15- 20cm-M3196,800.0069Sirtu Darat-M367,200.0070Sirtu Air-M350,900.0071Pasir Beton / Ayak-M367,900.0072Kerikil Bersih-M3172,300.0073Kerikil Tersaring-M389,000.0074Batu Koral-M3135,000.0075Pasir Timbun-M332,500.0076Tanah Timbun-M350,900.0077Minyak Bekisting-Ltr15,000.0078Terpentine-Ltr13,000.0079Thinner-Ltr13,000.0080Sirlak-Ltr19,000.0081Politur-Botol45,700.0082Cat Kilat @ Kuda Terbang-Kg46,000.0083Cat Menie @ Kuda Terbang-Kg46,000.0084Cat Perak @ Kuda Terbang-Kg39,800.0085Cat Dasar-Kg28,300.0086Vernis-Kg28,300.0087Cat Tembok @ Vinilex-Kg21,500.0088Cat Tembok @ Paragon-Kg14,500.0089Dempul-Kg27,000.0090Kertas PasirPanjang 4cmLembar2,950.0091Hak Angin BiasaPanjang 6cmBuah18,000.0092Ijuk Kasar-Kg6,000.0093Pipa Air 1/2"Batang22,000.00133,800.0094Pipa Air 3/4"Batang33,500.00164,450.0095Pipa Air 2"Batang226,500.00398,500.0096Pipa Air 2 1/2"Batang320,100.00480,150.0097Pipa Air 3"Batang457,900.00599,000.0098Pipa Air 4"Batang688,300.00784,900.0099Sock Drat Luar 2"Buah6,100.00-100Sock Drat Luar 3"Buah14,050.00-101Socket Air 1/2"Buah1,050.004,400.00102Socket Air 3/4"Buah1,300.007,300.00103Socket Air 2"Buah7,500.0038,100.00104Socket Air 3"Buah18,400.0091,500.00105Socket Air 4"Buah36,800.00226,550.00106Elbow 1/2"Buah1,300.005,050.00107Elbow 3/4"Buah1,650.007,100.00108Elbow 1 1/2"Buah6,100.0021,000.00109Elbow 2"Buah9,800.0032,000.00110Elbow 3"Buah24,150.0097,500.00111Elbow 4"Buah49,450.00176,650.00112Kran Air 1/2"Buah35,100.0074,750.00113Kran Air 3/4"Buah52,350.0086,250.00114SealtifeTebalRol11,250.00115Lem Pipa PVCKaleng1/2 Kg19,200.00116Lem Pipa PVCTubeBuah6,290.00117Fitting dudukbuah5,000.00118Pasang instalasi / titiktitik85,000.00119Lampu pijar 25 watt/ 40 watt "Phillips"buah3,900.00120Lampu pijar 60 watt / 75 watt "Phillips"buah4,550.00121Lampu pijar 100 watt "Phillips"buah5,200.00122Lampu TL 18 watt "Phillips"buah11,050.00123Lampu TL 36 watt "Phillips"buah13,650.00124Kabel NYM 2 x 2,5 sqmm "Supreme"m110,633.00125Stop kontak IB "Broco"buah13,650.00126Kapasitor 12,5 uFbuah26,000.00127MCB 10 Ampere + box "MG"buah42,000.00128Kop sekeringbuah3,450.00129Isolasi besarbuah6,825.00130Sekeringbuah2,100.00131Penyetelan dan penyalaantitik7,000.00132Biaya angkutanjam7,143.00133Alat bantuset86,250.00134Retur material existingunit100,000.00Stabat, 25 Juni 2013Diketahui Oleh :Dibuat Oleh:CV. NisaHotman ManurungJuanda HarahapWakil Direktur ITenaga Ahli

UpahLampiran PenawaranDAFTAR HARGA SATUAN UPAHPembuatan Sumur Bor Poskesdes Desa Pelawi Utara Kec. BabalanNO.URAIANSATUANHARGASATUAN12451PekerjaOrg/Hari53,000.002MandorOH64,500.003Tukang BatuOH84,000.004Tukang KayuOH84,000.005Tukang besiOH84,000.006Tukang KeramikOH84,000.007Tukang PlafondOH84,000.008Tukang Pasang PipaOH84,000.009Tukang CatOH84,000.0010Kepala TukangOH100,000.0011Jaga MalamOM45,000.0012MasinisOH63,000.0013Sewa Mesin GilasOH50,800.0014Pemeliharaan105,000.00Stabat, 25 Juni 2013Diketahui Oleh :Dibuat Oleh:CV. NisaHotman ManurungJuanda HarahapWakil Direktur ITenaga Ahli

JarakNoJenis BahanTempat PengambilanBahan (Lokasi Quary)Jarak Quari KeLokasi Proyek (Km)Biaya Per M3(Rp.)Juamlah (Rp.)1Pasir PasangBahorok8Km2,300.0018,400.002Kerikil BersihMarcapada47Km1,900.0089,300.003Batu Pecah 2-3Marcapada47Km1,900.0089,300.004Batu Pecah 3-5Marcapada47Km1,900.0089,300.005Batu Pecah 15-20Marcapada47Km1,900.0089,300.006Sirtu daratBahorok8Km1,900.0015,200.007Tanah TimbunBahorok8Km2,300.0018,400.008Pasir UrugBahorok8Km2,300.0018,400.00NoJenis BahanHarga Bahan MaterialHarga Angkut Bahan Material ke Lokasi/M3Harga Bahan Material di Lokasi/M3KET1Pasir Pasang49,500.0018,400.0067,900.002Kerikil Bersih83,000.0089,300.00172,300.003Batu Pecah 2-3180,500.0089,300.00269,800.004Batu Pecah 3-5178,600.00100,000.00278,600.005Batu Pecah 15-20107,500.0089,300.00196,800.006Sirtu darat52,000.0015,200.0067,200.007Tanah Timbun32,500.0018,400.0050,900.008Pasir Urug32,500.0018,400.0050,900.00