RABRENCANA ANGGARAN BIAYAPEKERJAAAN: PEMBANGUNAN RUMAHLOKASI: ENREKANG VILLAGENO / ANALISAURAIAN PEKERJAANVOLUMESATHARGA SATUANJUMLAH HARGA( Rp )( Rp )123456 = 3 X 5I.PEKERJAAN PENDAHULUAN1. Persiapan, Pengukuran dan Pas. Bowplank1ls350,000.00350,000.002. Biaya Pengurusan IMB1ls2,290,000.002,290,000.00JUMLAH I2,640,000.00II.PEKERJAAN TANAH1. Pek. Galian Tanah Pondasi14.592m311,400.00166,348.802. Urugan Kembali Bekas Galian3.648m35,465.0019,936.323. Pek. Urugan Pasir Bawah Pondasi1.223m3182,342.00223,004.27JUMLAH II409,289.39III.PEKERJAAN BATU, TEMBOK, BETON DLLa. Pekerjaan Pondasi1. Pas. Batu Kosong1.845m3188,358.00347,520.51Jumlah Sub (a)347,520.51b. Pekerjaan Dinding Tembok1. Pas. Batu merah tbl 1/2 bt 1PC : 4Ps163.500m283,772.4213,696,790.052. Pek. Plesteran 1PC : 4 Ps327.000m222,544.427,372,024.61Jumlah Sub (b)21,068,814.66c. Pekerjaan Beton Bertulang1. Pek. Beton Bertulang sloof 15/20 & Poer- Beton 1PC : 2Ps :3Kr11.345m3864,261.679,805,048.61- Besi Tulangan79.415Kg80,368.206,382,440.60- Bekisting58.425m220,520.641,198,918.392. Pek. Beton Bertulang Kolom 30/30- Beton 1PC : 2Ps :3Kr6.840m3864,261.675,911,549.80- Besi Tulangan47.880Kg80,368.203,848,029.42- Bekisting68.400m224,874.021,701,382.973. Pek. Beton Bertulang Kolom 11/15- Beton 1PC : 2Ps :3Kr0.941m3864,261.67812,838.10- Besi Tulangan6.584Kg80,368.20529,104.04- Bekisting27.360m213,284.00363,450.244. Pek. Beton Bertulang Balok 20/35- Beton 1PC : 2Ps :3Kr6.335m3864,261.675,475,097.66- Besi Tulangan44.345Kg80,368.203,563,927.83- Bekisting81.450m226,326.722,144,311.345. Pek. Beton Bertulang Ring Balk 11/15- Beton 1PC : 2Ps :3Kr1.015m3864,261.67877,009.53- Besi Tulangan7.103Kg80,368.20570,875.42- Bekisting18.450m226,326.72485,727.98Jumlah Sub ( c )43,669,711.93d. Pekerjaan Lantai & Tegel1. Pas. Lantai Papan108.250m2319,152.0434,548,208.332. Pas. Lantai Tegel Keramik Alur 20 x 20 cm3.000m2650,599.401,951,798.193. Pas. Dinding Keramik 20 x 30 cm10.500m2591,755.906,213,436.92Jumlah Sub (d)42,713,443.44JUMLAH III107,799,490.54IV.PEKERJAAN KAYU, ATAP DAN PLAFONDa. Pekerjaan Atap, Kuda Kuda, Gording dll1. Pek. Kuda-Kuda dan Skor Angin Kayu Kls I Ulin1.959m311,140,077.2021,823,945.962. Pek. Gording Kayu Kls II Kapur2.279m36,878,127.2015,675,582.043. Pek. Lesplank Kayu Kls. I Ulin92.200m'98,321.449,065,236.774. Pas. Atap Genteng Metal163.360m237,875.966,187,416.835. Pas. Nok Genteng Metal28.000m'25,330.97709,267.166. Pas. Baut dan Mur 250Psg7,749.000.07. Pas. Baut dan Mur 180Psg4,981.500.08. Pas. Baut dan Mur 100Psg3,321.000.09. Pas. Beugel U 40.4 mm0Psg8,302.500.010. Pas. Beugel Strip 40.4 mm0Psg6,088.500.0Jumlah Sub (a)53,461,448.75b. Pekerjaan PlafondAn.IV.b.11. Pas. Rangka dan Gantungan Plafond ky. Kls II Kapur61.500m20.01. Pas. Plapond Eternit dengan rangka ky kls II Kapur173.250m252,786.459,145,251.60An.IV.b.32. Pas. Les Plafond 1/3 cm ky kls II Kapur0.000m'11,007.330.0( b )9,145,251.60c. Pekerjaan Kusen Pintu dan Jendela1. Pek. Kusen11.000ls750,000.008,250,000.002. Pas. Jalusi Kls. I0.000m2326,627.600.03. Pek. Daun Jendela25.000ls225,000.005,625,000.004. Pas. Kaca Jendela tebal 5 mmm2118,394.250.05. Pek. Daun Pintu Panil Kayu Kls I3.000ls600,000.001,800,000.006. Pas. Kaca tebal 5 mmm2118,394.250.0An.IV.c.67. Pas. Dinding Pemisah tripleks rangkap0.000m2156,457.880.0Jumlah Sub ( c )15,675,000.00d. Pekerjaan Kunci dan Penggantung1. Pas. Kunci Pintu 2 x Putar3bh75,840.00227,520.002. Pas. Engsel Pintu Kuningan9bh14,336.25129,026.253. Pas. Engsel Jendela Kuningan50bh10,295.50514,775.004. Pas. Kait Angin50bh8,996.75449,837.505. Pas. Tarikan/Pegangan Jendela50bh8,212.00410,600.006. Pas. Selot Jendelabh13,949.000.0Jumlah Sub (d )1,731,758.75JUMLAH IV80,013,459.10V.PEKERJAAN CAT DLLAn.V.11. Cat Atap Seng 2 x53.000m28,646.380.01. Cat Tembok 2 x327.000m26,792.602,221,180.202. Cat Plafond173.250m26,792.601,176,817.953. Cat Kayu Kilat 2 x46.880m217,782.77833,656.264. Cat Residu / Anti Rayap kayu kls II19.629m24,647.2591,220.87JUMLAH V4,322,875.28123456 = 3 X 5VI.PEKERJAAN SANITASI1. Pas. Floor Drainbh122,630.0022,630.00Pas. Kran Air 3/4"bh00.00.02. Pas. Closet Dudukbh1800,000.00800,000.003. Pipa PVC Type D Diameter 3"m'1234,678.90416,146.76Pipa GIP Diameter 2"m'00.00.04. Pipa PVC Type D Diameter 4"m'1248,236.76578,841.085. Pekerjaan Septick Tank dan Peresapanls11,500,000.001,500,000.00- Galian Tanahm311,400.000.0- Urugan Kembali Galianm35,465.000.0- Urugan Kerikilm3507,800.000.0- Urugan Pasirm3182,342.000.0- Pas. Ijukm3137,115.000.0- Pas. Batu Trasram 1 : 2m389,802.040.0- Plesteran Trasram 1 : 2m225,080.770.0- Pek. Beton 1 : 2 : 3m3864,261.670.0- Besi TulanganKg18,212.010.0- Bekistingm2131,633.600.0VII.PEKERJAAN INST. LISTRIK1. Pas. Inst. Listrik & Titik Lampuls12,500,000.002,500,000.00Jumlah Sub0.0REKAPITULASIRENCANA ANGGARAN BIAYAPEKERJAAAN: PEMBANGUNAN RUMAHLOKASI: ENREKANG VILLAGENOURAIAN PEKERJAANJUMLAH HARGA123I.PEKERJAAN PENDAHULUAN2,640,000.00II.PEKERJAAN TANAH409,289.39III.PEKERJAAN BATU, TEMBOK, BETON DLL107,799,490.54IV.PEKERJAAN KAYU, ATAP DAN PLAFOND80,013,459.10V.PEKERJAAN CAT DLL4,322,875.28VI.PEKERJAAN SANITASI0.0VII.PEKERJAAN INSTALASI LISTRIK0.0JUMLAH0.0PPN 10 %TOTAL JUMLAH0.0DIBULATKAN0.0Terbilang :Dua Ratus Enam Juta Delapan Ratus Ribu RupiahMakassar, Pebruari 2009

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ANALISADAFTAR ANALISA STANDAR NASIONAL INDONESIA (SNI)4.1 m1Pengukuran dan pemasangan bouwplank1Bahan-Kayu Kls II 5/7, Balok0.012M3xRp.5,535,000.00=Rp.66,420.00-Paku Biasa 2" - 5"0.020KgxRp.13,284.00=Rp.265.68-Kayu Papan 3/200.007M3xRp.5,756,400.00=Rp.40,294.80Jumlah I=Rp.106,980.482.Tenaga-Tukang Kayu0.100OhxRp.50,000.00=Rp.5,000.00-Pekerja0.100OhxRp.25,000.00=Rp.2,500.00-Kepala Tukang0.010OhxRp.60,000.00=Rp.600.00-Mandor0.005OhxRp.35,000.00=Rp.175.00Jumlah II=Rp.8,275.00Jumlah I + Jumlah II=Rp.115,255.48PEKERJAAN TANAHAn. II.11 m3Galian tanah biasa sedalam 1 meter1.Tenaga-Pekerja0.400OhxRp.25,000.00=Rp.10,000.00-Tukang Gali0.000OhxRp.50,000.00=Rp.0.0-Kepala Tukang0.000OhxRp.60,000.00=Rp.0.0-Mandor0.040OhxRp.35,000.00=Rp.1,400.00Jumlah=Rp.11,400.00An.II.21 m3Urugan kembali1.Tenaga-Pekerja0.192OhxRp.25,000.00=Rp.4,800.00-Tukang Gali0.000OhxRp.50,000.00=Rp.0.0-Kepala Tukang0.000OhxRp.60,000.00=Rp.0.0-Mandor0.019OhxRp.35,000.00=Rp.665.00Jumlah=Rp.5,465.00An.II.31 m3Urugan Timbunan Tanah Pilihan1.Bahan-Tanah Timbunan1.200M3xRp.39,745.00=Rp.47,694.00Jumlah I=Rp.47,694.002.Tenaga-Pekerja0.300OhxRp.25,000.00=Rp.7,500.00-Tukang Gali0.000OhxRp.50,000.00=Rp.0.0-Kepala Tukang0.000OhxRp.60,000.00=Rp.0.0-Mandor0.010OhxRp.35,000.00=Rp.350.00Jumlah II=Rp.7,850.00Jumlah I + Jumlah II=Rp.55,544.00An.II.41 m3Urugan pasir1.Bahan-Pasir Urug1.200M3xRp.145,410.00=Rp.174,492.00Jumlah I=Rp.174,492.002.Tenaga-Pekerja0.300OhxRp.25,000.00=Rp.7,500.00-Tukang GaliOhxRp.50,000.00=Rp.0.0-Kepala TukangOhxRp.60,000.00=Rp.0.0-Mandor0.010OhxRp.35,000.00=Rp.350.00Jumlah II=Rp.7,850.00Jumlah I + Jumlah II=Rp.182,342.00An.II.51 m3Urugan Kerikil1.Bahan-Kerikil1.200M3xRp.416,625.00=Rp.499,950.00Jumlah I=Rp.499,950.002.Tenaga-Pekerja0.300OhxRp.25,000.00=Rp.7,500.00-Tukang GaliOhxRp.50,000.00=Rp.0.0-Kepala TukangOhxRp.60,000.00=Rp.0.0-Mandor0.010OhxRp.35,000.00=Rp.350.00Jumlah II=Rp.7,850.00Jumlah I + Jumlah II=Rp.507,800.00An.II.61 m3Pemasangan Lapisan Ijuk1.Bahan-Ijuk1.200M3xRp.110,700.00=Rp.132,840.00Jumlah I=Rp.132,840.002.Tenaga-Pekerja0.150OhxRp.25,000.00=Rp.3,750.00-Tukang GaliOhxRp.50,000.00=Rp.0.0-Kepala TukangOhxRp.60,000.00=Rp.0.0-Mandor0.015OhxRp.35,000.00=Rp.525.00Jumlah II=Rp.4,275.00Jumlah I + Jumlah II=Rp.137,115.00PEKERJAAN BATU, TEMBOK, BETON DLLa. Pekerjaan PondasiAn.III.a.11 m3Pasang pondasi batu kosong1.Bahan-Batu Gunung1.200M3xRp.85,025.00=Rp.102,030.00-Pasir urug0.300M3xRp.145,410.00=Rp.43,623.00Jumlah I=Rp.145,653.002.Tenaga-Pekerja0.780OhxRp.25,000.00=Rp.19,500.00-Tukang Batu0.390OhxRp.50,000.00=Rp.19,500.00-Kepala Tukang0.039OhxRp.60,000.00=Rp.2,340.00-Mandor0.039OhxRp.35,000.00=Rp.1,365.00Jumlah II=Rp.42,705.00Jumlah I + Jumlah II=Rp.188,358.00An.III.a.21 m3Pasang pondasi batu Gunung, 1 Pc : 4 Ps1.Bahan-Batu Gunung1.100M3xRp.85,025.00=Rp.93,527.50-Semen portland163.000KgxRp.940.37=Rp.153,280.11-Pasir pasang0.520M3xRp.195,225.00=Rp.101,517.00Jumlah I=Rp.348,324.612.Tenaga-Pekerja1.500OhxRp.25,000.00=Rp.37,500.00-Tukang Batu0.600OhxRp.50,000.00=Rp.30,000.00-Kepala Tukang0.060OhxRp.60,000.00=Rp.3,600.00-Mandor0.075OhxRp.35,000.00=Rp.2,625.00Jumlah II=Rp.73,725.00Jumlah I + Jumlah II=Rp.422,049.61An.III.a.31 m2Plesteran 1 Pc : 2 Ps, tebal 20 mm1.Bahan-Semen portland14.280KgxRp.940.37=Rp.13,428.47-Pasir pasang0.023M3xRp.195,225.00=Rp.4,490.175Jumlah I=Rp.17,918.642.Tenaga-Pekerja0.250OhxRp.25,000.00=Rp.6,250.00-Tukang Batu0.200OhxRp.50,000.00=Rp.10,000.00-Kepala Tukang0.020OhxRp.60,000.00=Rp.1,200.00-Mandor0.0125OhxRp.35,000.00=Rp.437.50Jumlah II=Rp.17,887.50Jumlah I + Jumlah II=Rp.35,806.14b. Pekerjaan Dinding TembokAn.III.b.11 m2Pasangan bata merah tebal bata, 1 Pc : 2 Ps1.Bahan-Bata merah 5 x 11 x 2270.000BhxRp.720.55=Rp.50,438.500-Semen portland18.950KgxRp.940.37=Rp.17,819.99-Pasir pasang0.038M3xRp.195,225.00=Rp.7,418.550Jumlah=Rp.75,677.042.Tenaga-Pekerja0.320OhxRp.25,000.00=Rp.8,000.00-Tukang Batu0.100OhxRp.50,000.00=Rp.5,000.00-Kepala Tukang0.010OhxRp.60,000.00=Rp.600.00-Mandor0.015OhxRp.35,000.00=Rp.525.00Jumlah=Rp.14,125.00Jumlah I + Jumlah II=Rp.89,802.04An.III.b.21 m2Pasangan bata merah tebal bata, 1 Pc : 4 Ps1.Bahan-Bata merah 5 x 11 x 2270.000BhxRp.720.55=Rp.50,438.500-Semen portland11.500KgxRp.940.37=Rp.10,814.24-Pasir pasang0.043M3xRp.195,225.00=Rp.8,394.675Jumlah=Rp.69,647.422.Tenaga-Pekerja0.320OhxRp.25,000.00=Rp.8,000.00-Tukang Batu0.100OhxRp.50,000.00=Rp.5,000.00-Kepala Tukang0.010OhxRp.60,000.00=Rp.600.00-Mandor0.015OhxRp.35,000.00=Rp.525.00Jumlah=Rp.14,125.00Jumlah I + Jumlah II=Rp.83,772.42An.III.b.31 m2Plesteran 1 Pc : 2 Ps, tebal 15 mm1.Bahan-Semen portland8.520KgxRp.940.37=Rp.8,011.94-Pasir pasang0.017M3xRp.195,225.00=Rp.3,318.825Jumlah I=Rp.11,330.772.Tenaga-Pekerja0.200OhxRp.25,000.00=Rp.5,000.00-Tukang Batu0.150OhxRp.50,000.00=Rp.7,500.00-Kepala Tukang0.015OhxRp.60,000.00=Rp.900.00-Mandor0.010OhxRp.35,000.00=Rp.350.00Jumlah II=Rp.13,750.00Jumlah I + Jumlah II=Rp.25,080.77An.III.b.41 m2Plesteran 1 Pc : 4 Ps, tebal 15 mm1.Bahan-Semen portland5.200KgxRp.940.37=Rp.4,889.92-Pasir pasang0.020M3xRp.195,225.00=Rp.3,904.500Jumlah I=Rp.8,794.422.Tenaga-Pekerja0.200OhxRp.25,000.00=Rp.5,000.00-Tukang Batu0.150OhxRp.50,000.00=Rp.7,500.00-Kepala Tukang0.015OhxRp.60,000.00=Rp.900.00-Mandor0.010OhxRp.35,000.00=Rp.350.00Jumlah II=Rp.13,750.00Jumlah I + Jumlah II=Rp.22,544.42c. Pekerjaan Beton BertulangAn.III.c.11 m3Membuat beton bertulang, 1Pc : 2 Ps : 3 Kr1.Bahan-Semen portland336.000KgxRp.940.37=Rp.315,963.92-Pasir beton0.540M3xRp.195,225.00=Rp.105,421.50-Koral beton0.810M3xRp.417,625.00=Rp.338,276.25Jumlah I=Rp.759,661.672.Tenaga-Pekerja2.000OhxRp.25,000.00=Rp.50,000.00-Tukang batu0.350OhxRp.50,000.00=Rp.17,500.00-Kepala Tukang0.035OhxRp.60,000.00=Rp.2,100.00-Mandor1.000OhxRp.35,000.00=Rp.35,000.00Jumlah II=Rp.104,600.00Jumlah I + Jumlah II=Rp.864,261.67An.III.c.21 KgPembesian dengan besi polos atau besi ulir1.Bahan-Besi beton(polos/ulir)1.050KgxRp.16,605.00=Rp.17,435.25-Kawat beton0.015KgxRp.13,284.00=Rp.199.26Jumlah I=Rp.17,634.512.Tenaga-Pekerja0.007OhxRp.25,000.00=Rp.175.00-Tukang besi0.007OhxRp.50,000.00=Rp.350.00-Kepala Tukang0.0007OhxRp.60,000.00=Rp.42.00-Mandor0.0003OhxRp.35,000.00=Rp.10.50Jumlah II=Rp.577.50Jumlah I + Jumlah II=Rp.18,212.01An.III.c.31 m2Pasang bekisting untuk sloof1.Bahan-Kayu mal kls III0.045M3xRp.1,660,500.00=Rp.74,722.50-Paku biasa 2" - 5"0.300KgxRp.13,284.00=Rp.3,985.20-Minyak bekisting0.100LtxRp.16,605.00=Rp.1,660.50Jumlah I=Rp.80,368.202.Tenaga-Pekerja0.300OhxRp.25,000.00=Rp.7,500.00-Tukang kayu0.260OhxRp.50,000.00=Rp.13,000.00-Kepala Tukang0.026OhxRp.60,000.00=Rp.1,560.00-Mandor0.005OhxRp.35,000.00=Rp.175.00Jumlah II=Rp.22,235.00Jumlah I + Jumlah II=Rp.102,603.20An.III.c.41 m2Pasang bekisting untuk kolom1.Bahan-Kayu mal kls III0.040M3xRp.1,660,500.00=Rp.66,420.00-Paku biasa 2" - 5"0.400KgxRp.13,284.00=Rp.5,313.60-Minyak bekisting0.200LtxRp.16,605.00=Rp.3,321.00-Balok kayu kls III0.015M3xRp.1,660,500.00=Rp.24,907.50-Dolken kayu galam -8-10/4 m2.000BtgxRp.83,025.00=Rp.Jumlah I=Rp.99,962.102.Tenaga-Pekerja0.300OhxRp.25,000.00=Rp.7,500.00-Tukang kayu0.330OhxRp.50,000.00=Rp.16,500.00-Kepala Tukang0.003OhxRp.60,000.00=Rp.198.00-Mandor0.006OhxRp.35,000.00=Rp.210.00Jumlah II=Rp.24,408.00Jumlah I + Jumlah II=Rp.124,370.10An.III.c.51 m2Pasang bekisting untuk balok1.Bahan-Kayu mal kls III0.040M3xRp.1,660,500.00xRp.66,420.00-Paku biasa 2" - 5"0.400KgxRp.13,284.00xRp.5,313.60-Minyak bekisting0.200LtxRp.16,605.00xRp.3,321.00-Balok kayu kls III0.018M3xRp.1,660,500.00=Rp.29,889.00-Dolken kayu galam -8-10/4 m2.000BtgxRp.83,025.00=Rp.Jumlah I=Rp.104,943.602.Tenaga-Pekerja0.320OhxRp.25,000.00=Rp.8,000.00-Tukang kayu0.330OhxRp.50,000.00=Rp.16,500.00-Kepala Tukang0.033OhxRp.60,000.00=Rp.1,980.00-Mandor0.006OhxRp.35,000.00=Rp.210.00Jumlah II=Rp.26,690.00Jumlah I + Jumlah II=Rp.131,633.60d. Pekerjaan LantaiAn.III.d.11 m3Membuat beton tumbuk, 1Pc : 3 Ps : 5 Kr1.Bahan-Semen portland218.000KgxRp.940.37=Rp.205,000.40-Pasir beton0.520M3xRp.195,225.00=Rp.101,517.00-Koral beton0.870M3xRp.417,625.00=Rp.363,333.75Jumlah I=Rp.669,851.152.Tenaga-Pekerja1.650OhxRp.25,000.00=Rp.41,250.00-Tukang batu0.250OhxRp.50,000.00=Rp.12,500.00-Kepala Tukang0.025OhxRp.60,000.00=Rp.1,500.00-Mandor0.080OhxRp.35,000.00=Rp.2,800.00Jumlah II=Rp.58,050.00Jumlah I + Jumlah II=Rp.727,901.15An.III.d.21 m2Pasang lantai keramik 30 x 30 cm1.Bahan-Ubin keramik 30 x 30 cm11.000BhxRp.4,226.73=Rp.46,494.00-Semen portland11.380KgxRp.47,018.44=Rp.535,069.85-Pasir pasang0.042M3xRp.195,225.00=Rp.8,199.45-Semen warna1.500KgxRp.1,328.40=Rp.1,992.60Jumlah I=Rp.591,755.902.Tenaga-Pekerja0.620OhxRp.25,000.00=Rp.15,500.00-Tukang batu0.350OhxRp.50,000.00=Rp.17,500.00-Kepala Tukang0.035OhxRp.60,000.00=Rp.2,100.00-Mandor0.030OhxRp.35,000.00=Rp.1,050.00Jumlah II=Rp.36,150.00Jumlah I + Jumlah II=Rp.627,905.90An.III.d.31 m2Pasang lantai keramik 20 x 20 cm1.Bahan-Ubin keramik 20 x 20 cm25.000BhxRp.2,767.50=Rp.69,187.50-Semen portland11.380KgxRp.47,018.44=Rp.535,069.85-Pasir pasang0.042M3xRp.195,225.00=Rp.8,199.45-Semen warna1.500ZakxRp.1,328.40=Rp.1,992.60Jumlah I=Rp.614,449.402.Tenaga-Pekerja0.620OhxRp.25,000.00=Rp.15,500.00-Tukang batu0.350OhxRp.50,000.00=Rp.17,500.00-Kepala Tukang0.035OhxRp.60,000.00=Rp.2,100.00-Mandor0.030OhxRp.35,000.00=Rp.1,050.00Jumlah II=Rp.36,150.00Jumlah I + Jumlah II=Rp.650,599.40PEKERJAAN KAYU DLLa. Pekerjaan Atap, Kuda Kuda, Gording dllAn.IV.a.11 m3Pasang konstruksi kuda-kuda kayu1.Bahan-Kayu Kls I jenis Ulin, balok1.100M3xRp.9,409,500.00=Rp.10,350,450.00-Kayu Kls II jenis Kapur, balok1.100M3xRp.5,535,000.00=Rp.6,088,500.00-Paku biasa 2" -5"0.800LbrxRp.13,284.00=Rp.10,627.20Jumlah I Untuk Kayu Kls I=Rp.10,361,077.20Jumlah I Untuk Kayu Kls II=Rp.6,099,127.202.Tenaga-Pekerja4.000OhxRp.25,000.00=Rp.100,000.00-Tukang kayu12.000OhxRp.50,000.00=Rp.600,000.00-Kepala Tukang1.200OhxRp.60,000.00=Rp.72,000.00-Mandor0.200OhxRp.35,000.00=Rp.7,000.00Jumlah II=Rp.779,000.00Jumlah I + Jumlah II untuk kayu Kls I=Rp.11,140,077.20Jumlah I + Jumlah II untuk kayu Kls II=Rp.6,878,127.201 m2Pasang kaso/Gording Kayu Kls II1.Bahan-Kayu Kls II, balok0.014M3xRp.5,535,000.00=Rp.77,490.00-Paku biasa 2" -5"0.150KgxRp.13,284.00=Rp.1,992.60Jumlah I=Rp.79,482.602.Tenaga-Pekerja0.100OhxRp.25,000.00=Rp.2,500.00-Tukang kayu0.100OhxRp.50,000.00=Rp.5,000.00-Kepala Tukang0.010OhxRp.60,000.00=Rp.600.00-Mandor0.005OhxRp.35,000.00=Rp.175.00Jumlah II=Rp.8,275.00Jumlah I + Jumlah II=Rp.87,757.60An.IV.a.21 m1Pasang lisplang ukuran 2 x (2 x 20) cm, kayu Ulinlantai papan1.Bahan5/102m0.019,409,500.0094,095.00-Kayu Ulin, papan0.0088M3xRp.9,963,000.00=Rp.87,674.402/254m0.029,963,000.00199,260.00-Paku biasa 2" -5"0.060KgxRp.13,284.00=Rp.797.04797.04Jumlah I=Rp.88,471.44294,152.0425,000.002.Tenaga319,152.04-Pekerja0.100OhxRp.25,000.00=Rp.2,500.00-Tukang kayu0.100OhxRp.50,000.00=Rp.5,000.00-Kepala Tukang0.010OhxRp.60,000.00=Rp.600.00-Mandor0.050OhxRp.35,000.00=Rp.1,750.00Jumlah II=Rp.9,850.00Jumlah I + Jumlah II=Rp.98,321.44An.IV.a.31 m2Pasang atap seng gelombang BJLS 0.251.Bahan-Seng gelombang bjls 0.250.700LbrxRp.44,280.00=Rp.30,996.00-Paku Seng0.020KgxRp.15,498.00=Rp.309.96Jumlah I=Rp.31,305.962.Tenaga-Pekerja0.120OhxRp.25,000.00=Rp.3,000.00-Tukang kayu0.060OhxRp.50,000.00=Rp.3,000.00-Kepala Tukang0.006OhxRp.60,000.00=Rp.360.00-Mandor0.006OhxRp.35,000.00=Rp.210.00Jumlah II=Rp.6,570.00Jumlah I + Jumlah II=Rp.37,875.96An.IV.a.41 m2Pasang atap nok seng1.Bahan-Seng plat bjls 280.300LbrxRp.55,903.50=Rp.16,771.05-Paku Seng0.040KgxRp.15,498.00=Rp.619.92Jumlah I=Rp.17,390.972.Tenaga-Pekerja0.150OhxRp.25,000.00=Rp.3,750.00-Tukang kayu0.070OhxRp.50,000.00=Rp.3,500.00-Kepala Tukang0.008OhxRp.60,000.00=Rp.480.00-Mandor0.006OhxRp.35,000.00=Rp.210.00Jumlah II=Rp.7,940.00Jumlah I + Jumlah II=Rp.25,330.97b. Pekerjaan PlafondAn.IV.b.11 m2Pasang rangka langit-langit (1.00 x 1.00) m, kayu kls.II1.Bahan106,450.93-Kayu kls II, balok0.012M3xRp.5,535,000.00=Rp.66,420.0070,663.47-Paku biasa 2" -5"0.150KgxRp.13,284.00=Rp.1,992.6035,787.46Jumlah I=Rp.68,412.602.Tenaga-Pekerja0.150OhxRp.25,000.00=Rp.3,750.00-Tukang kayu0.250OhxRp.50,000.00=Rp.12,500.00-Kepala Tukang0.025OhxRp.60,000.00=Rp.1,500.00-Mandor0.075OhxRp.35,000.00=Rp.2,625.00Jumlah II=Rp.20,375.00Jumlah I + Jumlah II=Rp.88,787.60An.IV.b.11 m2Pasang langit-langit (1.00 x 1.00) m, rangka kayu kls.II1.Bahan-Kayu kls II, balok0.012M3xRp.5,535,000.00=Rp.66,420.00-Paku biasa 2" -5"0.060KgxRp.13,284.00=Rp.797.04Asbes Eternit 1 x 11.100KgxRp.11,623.50=Rp.12,785.85Jumlah I=Rp.80,002.892.Tenaga-Pekerja0.180OhxRp.25,000.00=Rp.4,500.00-Tukang kayu0.320OhxRp.50,000.00=Rp.16,000.00-Kepala Tukang0.032OhxRp.60,000.00=Rp.1,920.00-Mandor0.090OhxRp.35,000.00=Rp.3,150.00Jumlah II=Rp.25,570.00Jumlah I + Jumlah II=Rp.105,572.89An.IV.b.21 m2Langit-langit asbes (1,00 x 1,00) m, tebal 4 mm1.Bahan-Pelat asbes tebal 4 mm1.100LbrxRp.11,623.50=Rp.12,785.85-Paku Asbes0.010KgxRp.15,498.00=Rp.154.98Jumlah I=Rp.12,940.832.Tenaga-Pekerja0.030OhxRp.25,000.00=Rp.750.00-Tukang kayu0.070OhxRp.50,000.00=Rp.3,500.00-Kepala Tukang0.007OhxRp.60,000.00=Rp.420.00-Mandor0.0015OhxRp.35,000.00=Rp.52.50Jumlah II=Rp.4,722.50Jumlah I + Jumlah II=Rp.17,663.33An.IV.b.31 m1List Plafond kayu kls II1.Bahan-List kayu1.100MxRp.6,088.50=Rp.6,697.35-Paku lis0.010KgxRp.15,498.00=Rp.154.98Jumlah I=Rp.6,852.332.Tenaga-Pekerja0.050OhxRp.25,000.00=Rp.1,250.00-Tukang kayu0.050OhxRp.50,000.00=Rp.2,500.00-Kepala Tukang0.005OhxRp.60,000.00=Rp.300.00-Mandor0.003OhxRp.35,000.00=Rp.105.00Jumlah II=Rp.4,155.00Jumlah I + Jumlah II=Rp.11,007.33c. Pekerjaan Kusen Pintu dan JendelaAn.IV.c.11 m3Pasang kusen pintu dan jendela Kayu Kls I Bayam1.Bahan-Kayu Bayam, balok1.200M3xRp.9,077,400.00=Rp.10,892,880.000.8428571429Jumlah I=Rp.10,892,880.000.00117640.0140.00142.Tenaga0.0154-Pekerja6.000OhxRp.25,000.00=Rp.150,000.00-Tukang kayu18.000OhxRp.50,000.00=Rp.900,000.00-Kepala Tukang2.000OhxRp.60,000.00=Rp.120,000.00-Mandor0.300OhxRp.35,000.00=Rp.10,500.00Jumlah II=Rp.1,180,500.00Jumlah I + Jumlah II=Rp.12,073,380.00An.IV.c.21 m2Pasang jalusi mati kusen kayu kls I Ulin1.Bahan-Kayu kls I, papan0.020M3xRp.9,963,000.00=Rp.199,260.00-Paku biasa 2 - 5 cm0.150KgxRp.13,284.00=Rp.1,992.60Jumlah I=Rp.201,252.602.Tenaga-Pekerja0.500OhxRp.25,000.00=Rp.12,500.00-Tukang kayu2.000OhxRp.50,000.00=Rp.100,000.00-Kepala Tukang0.200OhxRp.60,000.00=Rp.12,000.00-Mandor0.025OhxRp.35,000.00=Rp.875.00Jumlah II=Rp.125,375.00Jumlah I + Jumlah II=Rp.326,627.60An.IV.c.31 m2Pasang Daun jendela kaca kayu Kls I (2x7)cm1.Bahan-Kayu kls I, papan0.035M3xRp.9,963,000.00=Rp.348,705.00Jumlah I=Rp.348,705.002.Tenaga-Pekerja0.800OhxRp.25,000.00=Rp.20,000.00-Tukang kayu2.000OhxRp.50,000.00=Rp.100,000.00-Kepala Tukang0.200OhxRp.60,000.00=Rp.12,000.00-Mandor0.040OhxRp.35,000.00=Rp.1,400.00Jumlah II=Rp.133,400.00Jumlah I + Jumlah II=Rp.482,105.00An.IV.c.41 m2pasang kaca, tebal 5 mm1.Bahan-Kaca1.100M2xRp.99,630.00=Rp.109,593.00Jumlah I=Rp.109,593.002.Tenaga-Pekerja0.015OhxRp.25,000.00=Rp.375.00-Tukang kayu0.150OhxRp.50,000.00=Rp.7,500.00-Kepala Tukang0.015OhxRp.60,000.00=Rp.900.00-Mandor0.00075OhxRp.35,000.00=Rp.26.25Jumlah II=Rp.8,801.25Jumlah I + Jumlah II=Rp.118,394.25An.IV.c.51 m2Pasang pintu panel kayu kelas I1.Bahan-Kayu Ulin, papan0.040M3xRp.9,963,000.00=Rp.398,520.00Jumlah I=Rp.398,520.002.Tenaga-Pekerja1.000OhxRp.25,000.00=Rp.25,000.00-Tukang kayu2.500OhxRp.50,000.00=Rp.125,000.00-Kepala Tukang0.250OhxRp.60,000.00=Rp.15,000.00-Mandor0.050OhxRp.35,000.00=Rp.1,750.00Jumlah II=Rp.166,750.00Jumlah I + Jumlah II=Rp.565,270.00An.IV.c.61 m2Pasang dinding pemisah Tripleks rangkap, rangka kayu Kapur1.-Kayu Kapur, balok0.0195M3xRp.5,535,000.00=Rp.107,932.50-Tripleks0.336lbrxRp.46,494.00=Rp.15,621.98-Paku biasa 2" -5"0.100kgxRp.13,284.00=Rp.1,328.40Jumlah I=Rp.124,882.882.Tenaga-Pekerja0.150OhxRp.25,000.00=Rp.3,750.00-Tukang kayu0.450OhxRp.50,000.00=Rp.22,500.00-Kepala Tukang0.045OhxRp.60,000.00=Rp.2,700.00-Mandor0.075OhxRp.35,000.00=Rp.2,625.00Jumlah II=Rp.31,575.00Jumlah I + Jumlah II=Rp.156,457.88d. Pekerjaan Kunci dan PenggantungAn.IV.d.11 buah pasang kunci tanam biasa1.Bahan-Kunci tanam biasa1.000BhxRp.49,815.00=Rp.49,815.00Jumlah I=Rp.49,815.002.Tenaga-Pekerja0.010OhxRp.25,000.00=Rp.250.00-Tukang kayu0.500OhxRp.50,000.00=Rp.25,000.00-Kepala Tukang0.010OhxRp.60,000.00=Rp.600.00-Mandor0.005OhxRp.35,000.00=Rp.175.00Jumlah II=Rp.26,025.00Jumlah I + Jumlah II=Rp.75,840.00An.IV.d.21 buah pasang engsel pintu1.Bahan-Engsel pintu1.000BhxRp.5,535.00=Rp.5,535.00Jumlah I=Rp.5,535.002.Tenaga-Pekerja0.015OhxRp.25,000.00=Rp.375.00-Tukang kayu0.150OhxRp.50,000.00=Rp.7,500.00-Kepala Tukang0.015OhxRp.60,000.00=Rp.900.00-Mandor0.00075OhxRp.35,000.00=Rp.26.25Jumlah II=Rp.8,801.25Jumlah I + Jumlah II=Rp.14,336.25An.IV.d.31 buah pasang engsel jendela kupu-kupu1.Bahan-Engsel jendela1.000BhxRp.4,428.00=Rp.4,428.00Jumlah I=Rp.4,428.002.Tenaga-Pekerja0.010OhxRp.25,000.00=Rp.250.00-Tukang kayu0.100OhxRp.50,000.00=Rp.5,000.00-Kepala Tukang0.010OhxRp.60,000.00=Rp.600.00-Mandor0.0005OhxRp.35,000.00=Rp.17.50Jumlah II=Rp.5,867.50Jumlah I + Jumlah II=Rp.10,295.50An.IV.d.41 buah pasang kait angin1.Bahan-Kait angin1.000BhxRp.7,195.50=Rp.7,195.50Jumlah I=Rp.7,195.502.Tenaga-Pekerja0.015OhxRp.25,000.00=Rp.375.00-Tukang kayu0.150OhxRp.50,000.00=Rp.7,500.00-Kepala Tukang0.015OhxRp.60,000.00=Rp.900.00-Mandor0.00075OhxRp.35,000.00=Rp.26.25Jumlah II=Rp.8,801.25Jumlah I + Jumlah II=Rp.15,996.75An.IV.d.51 buah pasang pegangan Jendela1.Bahan-Door holder1.000BhxRp.3,874.50=Rp.3,874.50Jumlah I=Rp.3,874.502.Tenaga-Pekerja0.050OhxRp.25,000.00=Rp.1,250.00-Tukang kayu0.500OhxRp.50,000.00=Rp.25,000.00-Kepala Tukang0.050OhxRp.60,000.00=Rp.3,000.00-Mandor0.0025OhxRp.35,000.00=Rp.87.50Jumlah II=Rp.29,337.50Jumlah I + Jumlah II=Rp.33,212.00An.IV.d.61 buah pasang kunci selot1.Bahan-Kunci selot/Grendel1.000BhxRp.2,214.00=Rp.2,214.00Jumlah I=Rp.2,214.002.Tenaga-Pekerja0.020OhxRp.25,000.00=Rp.500.00-Tukang kayu0.200OhxRp.50,000.00=Rp.10,000.00-Kepala Tukang0.020OhxRp.60,000.00=Rp.1,200.00-Mandor0.001OhxRp.35,000.00=Rp.35.00Jumlah II=Rp.11,735.00Jumlah I + Jumlah II=Rp.13,949.00PEKERJAAN CAT DLLAn.V.11 m2pengecatan permukaan baja lapis seng (galbani) secara manual sistem 2 lapis1.Bahan-Cat Seng0.300KgxRp.15,221.25=Rp.4,566.38Jumlah I=Rp.4,566.382.Tenaga-Pekerja0.006OhxRp.25,000.00=Rp.150.000-Tukang cat0.060OhxRp.50,000.00=Rp.3,000.000-Kepala Tukang0.012OhxRp.60,000.00=Rp.720.000-Mandor0.006OhxRp.35,000.00=Rp.210.000Jumlah II=Rp.4,080.00Jumlah I + Jumlah II=Rp.8,646.38An.V.21 m2Pengecatan tembok (1 lapis cat dasar, 2 lapis cat penutup)1.Bahan-Cat dasar0.120KgxRp.12,177.00=Rp.1,461.24-Cat penutup 2 x0.180KgxRp.12,177.00=Rp.2,191.86Jumlah I=Rp.3,653.102.Tenaga-Pekerja0.028OhxRp.25,000.00=Rp.700.000-Tukang cat0.042OhxRp.50,000.00=Rp.2,100.000-Kepala Tukang0.0042OhxRp.60,000.00=Rp.252.000-Mandor0.0025OhxRp.35,000.00=Rp.87.500Jumlah II=Rp.3,139.50Jumlah I + Jumlah II=Rp.6,792.60An.V.31 m2Pengecatan plafond (1 lapis cat dasar, 2 lapis cat penutup)1.Bahan-Cat dasar0.120KgxRp.12,177.00=Rp.1,461.24-Cat penutup 2 x0.180KgxRp.12,177.00=Rp.2,191.86Jumlah I=Rp.3,653.102.Tenaga-Pekerja0.028OhxRp.25,000.00=Rp.700.000-Tukang cat0.042OhxRp.50,000.00=Rp.2,100.000-Kepala Tukang0.0042OhxRp.60,000.00=Rp.252.000-Mandor0.0025OhxRp.35,000.00=Rp.87.500Jumlah II=Rp.3,139.50Jumlah I + Jumlah II=Rp.6,792.60An.V.41 m2pengecatan bidang kayu (1 lapis Plamir, 1 lapis cat dasar, 2 lapis cat penutup)1.Bahan-Plamir0.150KgxRp.5,535.00=Rp.830.25-Cat dasar0.170KgxRp.32,103.00=Rp.5,457.51-Cat penutup 2 kali0.170KgxRp.32,103.00=Rp.5,457.51Jumlah I=Rp.11,745.272.Tenaga-Pekerja0.070OhxRp.25,000.00=Rp.1,750.00-Tukang cat0.075OhxRp.50,000.00=Rp.3,750.00-Kepala Tukang0.008OhxRp.60,000.00=Rp.450.00-Mandor0.0025OhxRp.35,000.00=Rp.87.50Jumlah II=Rp.6,037.50Jumlah I + Jumlah II=Rp.17,782.77An.V.51 m2pelaburan bidang kayu dengan cat residu dan ter1.Bahan-Residu atau ter0.350LtrxRp.5,535.00=Rp.1,937.25Jumlah I=Rp.1,937.252.Tenaga-Pekerja0.100OhxRp.25,000.00=Rp.2,500.000-Tukang catOhxRp.50,000.00=Rp.0.0-Kepala TukangOhxRp.60,000.00=Rp.0.0-Mandor0.006OhxRp.35,000.00=Rp.210.000Jumlah II=Rp.2,710.00Jumlah I + Jumlah II=Rp.4,647.25PEKERJAAN SANITASIAn.VI.1Memasang 1 buah Floor drain1.-Floor drain1.000BhxRp.16,605.00=Rp.16,605.00Jumlah I=Rp.16,605.002.Tenaga-Pekerja0.010OhxRp.25,000.00=Rp.250.00-Tukang batu0.100OhxRp.50,000.00=Rp.5,000.00-Kepala Tukang0.010OhxRp.60,000.00=Rp.600.00-Mandor0.005OhxRp.35,000.00=Rp.175.00Jumlah II=Rp.6,025.00Jumlah I + Jumlah II=Rp.22,630.00An.VI.2Memasang 1 buah kloset jongkok1.-Kloset jongkok porselen1.000BhxRp.99,630.00=Rp.99,630.00-Semen portland6.000KgxRp.47,018.44=Rp.282,110.64-Pasir pasang0.010M3xRp.195,225.00=Rp.1,952.25Jumlah I=Rp.383,692.892.Tenaga-Pekerja1.000OhxRp.25,000.00=Rp.25,000.00-Tukang batu1.500OhxRp.50,000.00=Rp.75,000.00-Kepala Tukang0.300OhxRp.60,000.00=Rp.18,000.00-Mandor0.110OhxRp.35,000.00=Rp.3,850.00Jumlah II=Rp.121,850.00Jumlah I + Jumlah II=Rp.505,542.89An.VI.3Memasang 1 m1 pipa PVC tipe AW 4"1.-Pipa Galvanis1.200M1xRp.20,202.75=Rp.24,243.30-Perlengkapan35% Harga Pipa=Rp.707.10Jumlah I=Rp.24,950.402.Tenaga-Pekerja0.081OhxRp.25,000.00=Rp.2,025.00-Tukang batu0.135OhxRp.50,000.00=Rp.6,750.00-Kepala Tukang0.0135OhxRp.60,000.00=Rp.810.00-Mandor0.0041OhxRp.35,000.00=Rp.143.50Jumlah II=Rp.9,728.50Jumlah I + Jumlah II=Rp.34,678.90

BHNDAFTAR HARGA UPAH KERJA000PEKERJAAN: PEMBANGUNAN RUMAHLOKASI: ENREKANG VILLAGEBarru, dllMallusetasiT. RiajaNo.TENAGA KERJASATUANHarga DasarHARGA SATUAN UPAH(Rp)(Rp)123441M a n d o rOrang/Hari35,000.0035,000.002Tukang KepalaOrang/Hari50,000.0060,000.003TukangOrang/Hari40,000.0050,000.004PekerjaOrang/Hari25,000.0025,000.00DAFTAR HARGA SATUAN BAHAN BANGUNANNo.Bahan BangunanSatuanHarga DasarTamb. Gol. CRetribusi/Lansiran/Transport ( RP)Jasa 10 % (Rp)Harga SatuanHarga DasarHarga DasarHarga Dasar(Rp)(Rp)IMB (Rp)(Rp)(Rp)(Rp)(Rp)123456789444A. Bahan Dasar1Batu Gunungm375,000.002,000.00525.007,500.0085,025.0078,500.0078,500.0078,500.002Batu Belah 2 - 3 cmm3375,000.002,500.002,625.0037,500.00417,625.00118,800.00118,800.00118,800.003Pasir Urugm3130,000.001,500.00910.0013,000.00145,410.0066,000.0066,000.0066,000.004P a s i rm3175,000.001,500.001,225.0017,500.00195,225.0074,950.0074,950.0074,950.005Kerikilm3375,000.001,500.002,625.0037,500.00416,625.006Timbunan Pilihanm335,000.001,000.00245.003,500.0039,745.0066,000.0066,000.0066,000.007Batu Batabuah650.001.004.5565.00720.55385.00385.00385.008Kapur Bakarm32,500.0017.50250.002,767.5075,000.0075,000.0075,000.009Kapur Pasangankg2,500.0017.50250.002,767.5010Bambubtg10,000.0070.001,000.0011,070.0011Ijukm3100,000.00700.0010,000.00110,700.005,000.005,000.005,000.00B. Bahan Semen1Portland Cement PC (@ 50 kh/zak)0.00.00.032,500.0032,500.0032,500.002- Merk tonasakg920.0046,000.006.4492.0047,018.443- Merk Bosowakg900.006.3090.00996.304Portland Cement PC (@ 40 kh/zak)0.00.00.05- Merk tonasakg700.004.9070.00774.906- Merk Bosowakg663.004.6466.30733.947Semen putih (@ 50 kg/zak)kg1,200.008.40120.001,328.40C. Bahan Besi1Besi Tulangan Betonkg15,000.00105.001,500.0016,605.007,150.007,150.007,150.002Kawat Betonkg12,000.0084.001,200.0013,284.0011,550.0011,550.0011,550.003Kawat Ramm225,500.00178.502,550.0028,228.5022,500.0022,500.0022,500.004Kawat Duriroll80,500.00563.508,050.0089,113.505Mur/Baut diameter 20 mmbh5,000.0035.00500.005,535.006Mur/Baut diameter 25 mmbh7,000.0049.00700.007,749.004,000.004,000.004,000.007Mur/Baut diameter 18 mmbh4,500.0031.50450.004,981.503,500.003,500.003,500.008Mur/Baut diameter 10 mmbh3,000.0021.00300.003,321.003,000.003,000.003,000.009Beugel U. 40.4 mmbh7,500.0052.50750.008,302.509,900.0010,560.0011,220.0010Beugel Strip 40.4 mmbh5,500.0038.50550.006,088.507,500.007,500.007,500.0011Paku Gording Panjang > 5 cmkg15,000.00105.001,500.0016,605.0015,850.0015,850.0015,850.0012Paku biasa 6 - 10 cmkg13,000.0091.001,300.0014,391.0013Paku Biasa 2 - 5 cmkg12,000.0084.001,200.0013,284.0014,000.0014,000.0014,000.0014Paku Seng Biasakg14,000.0098.001,400.0015,498.0019,800.0019,800.0019,800.0015Paku Betonbh800.005.6080.00885.6016Paku asbeskg14,000.0098.001,400.0015,498.0017Paku Leskg14,000.0098.001,400.0015,498.0010,670.0010,670.0010,670.0018Terali Naco (Besi Batangan)btg21,000.00147.002,100.0023,247.0019Rangka Naco/batangdaun12,000.0084.001,200.0013,284.00D. Bahan Lantai dan Dinding1Tegel keramik warna 40 x 40 cmbh9,700.0067.90970.0010,737.902Tegel Keramik 30 x 30 cm (Polos) KIAbh3,818.1826.73381.824,226.732,909.0927,000.0027,000.0027,000.003Tegel Keramik 20 x 20 cm (Alur) KIAbh2,500.0017.50250.002,767.5040,000.0040,000.0040,000.004Tegel Keramik 20 x 20 cm (Polos)m247,500.00332.504,750.0052,582.5035,000.0035,000.0035,000.005Tegel ubin warna 20x 20 cmbh1,800.0012.60180.001,992.606Tegel plint 10 x 30bh1,500.0010.50150.001,660.507Paving Blok tebal 6 cm/ biji2,000.0014.00200.002,214.008Teakwood 120 x 240 cm tebal 3 mmlbr42,500.00297.504,250.0047,047.5035,000.0035,000.0035,000.009Losterbh20,000.00140.002,000.0022,140.0010Tripleks biasa 3 mmlbr42,000.00294.004,200.0046,494.00123456789444E. Bahan Kayu1Kayu Kelas I Jenis Ulin3,000,000.003,000,000.003,000,000.00- Balokm38,500,000.0059,500.00850,000.009,409,500.003,000,000.003,000,000.003,000,000.00- papanm39,000,000.0063,000.00900,000.009,963,000.002Kayu Kelas I Jenis Bayam3,000,000.003,000,000.003,000,000.00- Balokm38,200,000.0057,400.00820,000.009,077,400.003,000,000.003,000,000.003,000,000.00- papanm38,700,000.0060,900.00870,000.009,630,900.003Kayu Kelas II Jenis Kapur3,000,000.003,000,000.003,000,000.00- Balokm35,000,000.0035,000.00500,000.005,535,000.003,000,000.003,000,000.003,000,000.00- papanm35,200,000.0036,400.00520,000.005,756,400.003Kayu Kelas III3,000,000.003,000,000.003,000,000.00- Balokm31,500,000.0010,500.00150,000.001,660,500.003,000,000.003,000,000.003,000,000.00- papanm31,500,000.0010,500.00150,000.001,660,500.004Kayu untuk perancahm32,100,000.0014,700.00210,000.002,324,700.005Kayu Dolken / Batang 4 mbtg75,000.00525.007,500.0083,025.006Les Kayu Plafond 1 x 4 cm Kelas IIm'5,500.0038.50550.006,088.502,000.002,000.002,000.007Papan Pelapi Kelas IIIm32,300,000.0016,100.00230,000.002,546,100.00950,000.00950,000.00950,000.00F. Bahan Atap1Seng Gelombang BWG 32" BJLS 0.25 mmlbr40,000.00280.004,000.0044,280.005,350.005,200.005,000.002Seng BWG 33" BJLS 0,20 mmkaki5,500.0038.50550.006,088.503Bubungan seng 90 x 180lbr35,000.00245.003,500.0038,745.004Seng Plat BWG 28"lbr50,500.00353.505,050.0055,903.5048,000.0048,000.0048,000.005Seng Gelombang BWG 33"kaki5,750.0040.25575.006,365.256Karet Talangm-7Multi rooflbr45,000.00315.004,500.0049,815.008Nok multi rooflbr40,000.00280.004,000.0044,280.009Surya rooflbr37,000.00259.003,700.0040,959.0010Nok surya rooflbr37,000.00259.003,700.0040,959.00G. Bahan Kaca1Kaca Bening Tebal 3 mmm270,000.00490.007,000.0077,490.002Kaca Bening Tebal 5 mmm290,000.00630.009,000.0099,630.0070,000.0070,000.0070,000.003Kaca naco panjang 60 cmm28,820.0061.74882.009,763.74H. Bahan Kunci dan Penggantung1Kunci Tanam 2x putarbuah45,000.00315.004,500.0049,815.0066,000.0066,000.0066,000.002Kunci Merk Yale 2 x Slagpsg65,000.00455.006,500.0071,955.003Kunci lemari mutu baikpsg35,000.00245.003,500.0038,745.004Engsel Pintu (Kuningan)buah5,000.0035.00500.005,535.006,500.006,500.006,500.005Engsel Jendela (Kuningan)buah4,000.0028.00400.004,428.005,000.005,000.005,000.006Grendel Pintu dan Jendelabuah2,000.0014.00200.002,214.006,600.006,600.006,600.007Hak Angin/Hak angin lipat/No. 7 inccipsg6,500.0045.50650.007,195.508Pegangan/Tarikan Jendela + pintubuah3,500.0024.50350.003,874.503,500.003,500.003,500.009Kait Jendela Jungkit/Kait anginbuah4,500.0031.50450.004,981.504,000.004,000.004,000.00I. Bahan Cat1Cat meni kayu/besikg7,500.0052.50750.008,302.502Minyak bekistingkg15,000.00105.001,500.0016,605.003Cat Kayu Merk Aviankg29,000.00203.002,900.0032,103.0020,000.0020,000.0020,000.004Cat Kilap Merk "Avian"kg25,000.00175.002,500.0027,675.0027,500.0027,500.0027,500.005Plamurkg5,000.0035.00500.005,535.0015,000.0015,000.0015,000.006Politurkg37,000.00259.003,700.0040,959.007Dempulkg20,500.00143.502,050.0022,693.508Minyak Cat (Afduner)ltr5,000.0035.00500.005,535.0015,000.0015,000.0015,000.009Kertas Gosok (Amplas)lbr2,500.0017.50250.002,767.503,500.003,500.003,500.0010Cat Tembokkg11,000.0077.001,100.0012,177.0014,520.0014,520.0014,520.0011Cat Atap Seng merk AGAkg13,750.0096.251,375.0015,221.2520,000.0020,000.0020,000.0012Bahan anti rayapkg/ltr5,000.0035.00500.005,535.00123456789444J. Bahan Sanitasi1Floor Drainbuah15,000.00105.001,500.0016,605.005,000.005,000.005,000.002Dol Pengurasbuah4,500.0031.50450.004,981.504,000.004,000.004,000.003Closed Jongkok Merek TOTObuah90,000.00630.009,000.0099,630.0099,000.0099,000.0099,000.004Closed duduk merk TOTObh250,000.001,750.0025,000.00276,750.005Uriniorbh200,000.001,400.0020,000.00221,400.006Wastapelset250,000.001,750.0025,000.00276,750.007Pipa PVC Type D Diameter 4" merk wapinm'18,250.00127.751,825.0020,202.7511,750.0011,750.0011,750.008Pipa PVC Type D Diameter 3" merk wapinm'13,750.0096.251,375.0015,221.259Pipa Gip Dia. 2" meerk wapinm'8,750.0061.25875.009,686.2513,250.0013,250.0013,250.0010Pipa PVC Type D Diameter 3/4" merk wapinm'4,250.0029.75425.004,704.7511Pipa PVC Type D Diameter 1/2" merk wapinm'3,750.0026.25375.004,151.2512Kran air 1/2" merk Amicobh13,000.0091.001,300.0014,391.0013Kran air 3/4" merk Amicobh17,000.00119.001,700.0018,819.0014Sambungan T dan L PVC Diameter 2"buah5,500.0038.50550.006,088.505,000.005,000.005,000.0015Pas. Sambungan Elbo 3/4"/ bh2,750.0019.25275.003,044.251,500.001,500.001,500.0016Pas. Sambungan Elbo 1/2 "/ bh2,750.0019.25275.003,044.251,500.001,500.001,500.0017Pas. Sambungan T 1/2 "/ bh3,500.0024.50350.003,874.502,000.002,000.002,000.0018Pas. Sambungan T 3/4"/ bh3,000.0021.00300.003,321.001,750.001,750.001,750.0019Pas. Socket 3/4"/ bh2,750.0019.25275.003,044.251,500.001,500.001,500.0020Pas. Sambungan Lurus 1/2"/ bh2,750.0019.25275.003,044.251,500.001,500.001,500.00K. Bahan Listrik1Sekring Kas 2 Grup/ bh57,500.00402.505,750.0063,652.5050,000.0050,000.0050,000.002Saklar Tunggal/ bh10,000.0070.001,000.0011,070.006,000.006,000.006,000.003Saklar Ganda/ bh15,000.00105.001,500.0016,605.008,500.008,500.008,500.004Saklar Tiga/ bh13,500.0094.501,350.0014,944.5012,000.0012,000.0012,000.005Stop Kontak/ bh15,000.00105.001,500.0016,605.006,000.006,000.006,000.006Lampu TL 20 Watt/ bh45,000.00315.004,500.0049,815.0030,000.0030,000.0030,000.007Pitting Lampu Pijar/ bh5,000.0035.00500.005,535.005,000.005,000.005,000.008Lampu pijar 18 watt "Philips"/ bh25,000.00175.002,500.0027,675.009Lampu Pijar 15 Watt "Philips"/ bh4,000.0028.00400.004,428.003,500.003,500.003,500.0010Lampu Pijar 40 Watt "Philips"/ bh5,000.0035.00500.005,535.004,500.004,500.004,500.0011Pipa Pengaman kabelbtg5,000.0035.00500.005,535.0012Kabel NYA 2,5 mmroll150,000.001,050.0015,000.00166,050.002,500.002,500.002,500.0013Kabel NYA 1,5 mm/ m2,250.0015.75225.002,490.751,500.001,500.001,500.0014Pipa Pengaman Kabel/ m5,000.0035.00500.005,535.001,500.001,500.001,500.00L. Bahan Plafond1Asbes Semen (Eternit) 1 x 1 Meterlbr10,500.0073.501,050.0011,623.5011,800.0011,800.0011,800.002Seng Plat BWG 34"lbr30,000.00210.003,000.0033,210.0024,000.0024,000.0024,000.00

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