Analis 2010DAFTAR ANALISA HARGA SATUAN BAHAN DAN UPAH TENAGAKEGIATANPEKERJAANLOKASITAHUN ANGGARAN: 2010PEKERJAAN PERSIAPAN / SNI 03-2835-20021.1 M'PENGUKURAN DAN PEMASANGAN BOUWPLANKSNI 03-2835-010.0120m3Kayu gelam 5/7a. Rp.1,540,000.00= Rp.18,480.000.0070m3Kayu papan begestinga. Rp.3,300,000.00= Rp.23,100.000.0200kgPakua. Rp.11,605.00= Rp.232.100.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang kayua. Rp.53,020.00= Rp.530.200.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.51,144.60Dibulatkan= Rp.51,140.002.1 M2PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT ( SNI 03-2835-02 )0.2100m3Kayu gelama. Rp.1,540,000.00= Rp.323,400.001.7000BtgDolken kayu f 8 / 400 cma. Rp.30,948.55= Rp.52,612.540.3000kgPakua. Rp.11,605.00= Rp.3,481.5010.5000kgSemen / PCa. Rp.940.50= Rp.9,875.250.0300m3Pasir betona. Rp.110,000.00= Rp.3,300.000.0500m3Koral betona. Rp.199,760.00= Rp.9,988.001.5000lbrSeng gelombang BJLS 30a. Rp.83,050.00= Rp.124,575.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.671,329.29Dibulatkan= Rp.671,320.003.1 M'PAGAR SEMENTARA DARI SENG GELOMBANG t = 2m ( SNI 03-2835-03 )0.0720m3Kayu gelam 5/7a. Rp.1,540,000.00= Rp.110,880.001.2500BtgDolken kayu f 8 / 400 cma. Rp.30,948.55= Rp.38,685.690.0600kgPakua. Rp.11,605.00= Rp.696.302.5000kgSemen / PCa. Rp.940.50= Rp.2,351.250.0050m3Pasir betona. Rp.110,000.00= Rp.550.000.0090m3Koral betona. Rp.199,760.00= Rp.1,797.841.2000lbrSeng gelombang BJLS 30a. Rp.83,050.00= Rp.99,660.000.4000Pekerjaa. Rp.39,550.00= Rp.15,820.000.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang kayua. Rp.53,020.00= Rp.1,060.400.0200Mandora. Rp.60,060.00= Rp.1,201.20Jumlah= Rp.281,796.68Dibulatkan= Rp.281,790.004.1 M2PEMBERSIHAN LOKASI DAN PERATAAN ( SNI 03-2835-04 )0.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.6,958.00Dibulatkan= Rp.6,950.001 M3PEMBONGKARAN DINDING BATA MERAH ( SNI 03-2835-05 )6.6670Pekerjaa. Rp.39,550.00= Rp.263,679.850.0330Mandora. Rp.60,060.00= Rp.1,981.98Analog biaya per M3Jumlah= Rp.265,661.83Analog biaya per M2Jumlah= Rp.31,879.39Dibulatkan= Rp.31,870.006.1 M3PEMBONGKARAN BETON BERTULANG ( SNI 03-2835-06 )6.6670Pekerjaa. Rp.39,550.00= Rp.263,679.850.3330Mandora. Rp.60,060.00= Rp.19,999.98Jumlah= Rp.283,679.83Dibulatkan= Rp.283,670.00PEKERJAAN TANAH ( Rev. SNI 03-2835-2002 )1.1 M3GALIAN TANAH s/d 1 M(SNI DT 91-0006-2007-01)0.7500Pekerjaa. Rp.39,550.00= Rp.29,662.500.0250Mandora. Rp.60,060.00= Rp.1,501.50Jumlah= Rp.31,164.00Dibulatkan= Rp.31,160.002.1 M3GALIAN TANAH s/d 2 M(SNI DT 91-0006-2007-02)0.9000Pekerjaa. Rp.39,550.00= Rp.35,595.000.0450Mandora. Rp.60,060.00= Rp.2,702.70Jumlah= Rp.38,297.70Dibulatkan= Rp.38,290.003.1 M3GALIAN TANAH s/d 3 M(SNI DT 91-0006-2007-03)1.0500Pekerjaa. Rp.39,550.00= Rp.41,527.500.0670Mandora. Rp.60,060.00= Rp.4,024.02Jumlah= Rp.45,551.52Dibulatkan= Rp.45,550.004.1 M3GALIAN TANAH BERBATU(SNI DT 91-0006-2007-04)1.0520Pekerjaa. Rp.39,550.00= Rp.41,606.600.1040Mandora. Rp.60,060.00= Rp.6,246.24Jumlah= Rp.47,852.84Dibulatkan= Rp.47,850.005.1 M3GALIAN TANAH KERAS SEDALAM 1 M(SNI DT 91-0006-2007-05)1.0000Pekerjaa. Rp.39,550.00= Rp.39,550.000.0320Mandora. Rp.60,060.00= Rp.1,921.92Jumlah= Rp.41,471.92Dibulatkan= Rp.41,470.006.1 M3GALIAN TANAH CADAS SEDALAM 1 M(SNI DT 91-0006-2007-06)1.5000Pekerjaa. Rp.39,550.00= Rp.59,325.000.0600Mandora. Rp.60,060.00= Rp.3,603.60Jumlah= Rp.62,928.60Dibulatkan= Rp.62,920.007.1 M3GALIAN TANAH LUMPUR SEDALAM 1 M(SNI DT 91-0006-2007-07)1.2000Pekerjaa. Rp.39,550.00= Rp.47,460.000.0450Mandora. Rp.60,060.00= Rp.2,702.70Jumlah= Rp.50,162.70Dibulatkan= Rp.50,160.008.1 M3URUGAN TANAH KEMBALI(SNI DT 91-0006-2007-08)0.2250Pekerjaa. Rp.39,550.00= Rp.8,898.750.0075Mandora. Rp.60,060.00= Rp.450.45Jumlah= Rp.9,349.20Dibulatkan= Rp.9,340.009.1 M3MENGURUK PONDASI DENGAN PASIR(SNI DT 91-0006-2007-09)1.2000m3Pasir uruga. Rp.68,860.00= Rp.82,632.000.3000Pekerjaa. Rp.39,550.00= Rp.11,865.000.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.95,097.60Dibulatkan= Rp.95,090.0010.1 M3MENGURUK DENGAN TANAH(SNI DT 91-0006-2007-10)1.2000m3Tanah Uruga. Rp.59,400.00= Rp.71,280.000.3000Pekerjaa. Rp.39,550.00= Rp.11,865.000.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.83,745.60Dibulatkan= Rp.83,740.0011.1 M3MENGURUK DENGAN SIRTU(SNI DT 91-0006-2007-11)1.2000m3Sirtua. Rp.60,500.00= Rp.72,600.000.2500Pekerjaa. Rp.39,550.00= Rp.9,887.500.0250Mandora. Rp.60,060.00= Rp.1,501.50Jumlah= Rp.83,989.00Dibulatkan= Rp.83,980.0012.1 M3MENGURUK DENGAN PEDEL(SNI DT 91-0006-2007-12)1.2000m3Pedela. Rp.55,000.00= Rp.66,000.000.2500Pekerjaa. Rp.39,550.00= Rp.9,887.500.0250Mandora. Rp.60,060.00= Rp.1,501.50Jumlah= Rp.77,389.00Dibulatkan= Rp.77,380.0013.1 M3MEMBUANG TANAH SEJAUH 30 M(SNI DT 91-0006-2007-13)0.3300Pekerjaa. Rp.39,550.00= Rp.13,051.500.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.13,652.10Dibulatkan= Rp.13,650.0014.1 M2MENGERJAKAN STRIPPING TEBING SETINGGI 1 M(SNI DT 91-0006-2007-14)0.0500Pekerjaa. Rp.39,550.00= Rp.1,977.500.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.2,277.80Dibulatkan= Rp.2,270.00PEKERJAAN PONDASI ( Rev. SNI 03-2836-2002 )1.1 M3PASANGAN AANSTAMPENG / BATU KOSONG(SNI DT 91-0007-2007-01)1.2000m3Brongkola. Rp.60,500.00= Rp.72,600.000.4320m3Pasir uruga. Rp.68,860.00= Rp.29,747.520.0390Mandora. Rp.60,060.00= Rp.2,342.340.3900Tukang batua. Rp.45,470.00= Rp.17,733.300.0390Kep. Tukang batua. Rp.53,020.00= Rp.2,067.780.7800Pekerjaa. Rp.39,550.00= Rp.30,849.00Jumlah= Rp.155,339.94Dibulatkan= Rp.155,330.002.1 M3PASANGAN BATU GUNUNG/BRONGKOL 1:3:10(SNI DT 91-0007-2007-02)1.2000m3Batu Brongkola. Rp.60,500.00= Rp.72,600.0061.0000kgSemen / PCa. Rp.1,175.63= Rp.71,713.130.1470m3Kapur Pasanga. Rp.192,500.00= Rp.28,297.500.4920m3Pasir pasanga. Rp.84,700.00= Rp.41,672.400.6000Tukang batua. Rp.45,470.00= Rp.27,282.000.0600Kep. Tukang batua. Rp.53,020.00= Rp.3,181.200.0750Mandora. Rp.60,060.00= Rp.4,504.501.5000Pekerjaa. Rp.39,550.00= Rp.59,325.00Jumlah= Rp.308,575.73Dibulatkan= Rp.308,570.003.1 M3PASANGAN BATU GUNUNG/BRONGKOL 1/4Pc : 1Kpr : 4Ps(SNI DT 91-0007-2007-03)1.2000m3Batu Brongkola. Rp.60,500.00= Rp.72,600.0041.0000kgSemen / PCa. Rp.1,175.63= Rp.48,200.630.1310m3Kapur Pasanga. Rp.192,500.00= Rp.25,217.500.5230m3Pasir pasanga. Rp.84,700.00= Rp.44,298.100.6000Tukang batua. Rp.45,470.00= Rp.27,282.000.0600Kep. Tukang batua. Rp.53,020.00= Rp.3,181.200.0750Mandora. Rp.60,060.00= Rp.4,504.501.5000Pekerjaa. Rp.39,550.00= Rp.59,325.00Jumlah= Rp.284,608.93Dibulatkan= Rp.284,600.004.1 M3PASANGAN BATU GUNUNG/BRONGKOL 1 : 3(SNI DT 91-0007-2007-04)1.2000m3Batu Brongkola. Rp.60,500.00= Rp.72,600.00202.0000kgSemen / PCa. Rp.1,175.63= Rp.237,476.250.4850m3Pasir pasanga. Rp.84,700.00= Rp.41,079.500.6000Tukang batua. Rp.45,470.00= Rp.27,282.000.0600Kep. Tukang batua. Rp.53,020.00= Rp.3,181.200.0750Mandora. Rp.60,060.00= Rp.4,504.501.5000Pekerjaa. Rp.39,550.00= Rp.59,325.00Jumlah= Rp.445,448.45Dibulatkan= Rp.445,440.005.1 M3PASANGAN BATU GUNUNG/BRONGKOL 1 : 4(SNI DT 91-0007-2007-05)1.2000m3Batu Brongkola. Rp.60,500.00= Rp.72,600.00163.0000kgSemen / PCa. Rp.1,175.63= Rp.191,626.880.5200m3Pasir pasanga. Rp.84,700.00= Rp.44,044.000.6000Tukang batua. Rp.45,470.00= Rp.27,282.000.0600Kep. Tukang batua. Rp.53,020.00= Rp.3,181.200.0750Mandora. Rp.60,060.00= Rp.4,504.501.5000Pekerjaa. Rp.39,550.00= Rp.59,325.00Jumlah= Rp.402,563.58Dibulatkan= Rp.402,560.006.1 M3PASANGAN BATU GUNUNG/BRONGKOL 1 : 5(SNI DT 91-0007-2007-06)1.2000m3Batu Brongkola. Rp.60,500.00= Rp.72,600.00136.0000kgSemen / PCa. Rp.1,175.63= Rp.159,885.000.5440m3Pasir pasanga. Rp.84,700.00= Rp.46,076.800.6000Tukang batua. Rp.45,470.00= Rp.27,282.000.0600Kep. Tukang batua. Rp.53,020.00= Rp.3,181.200.0750Mandora. Rp.60,060.00= Rp.4,504.501.5000Pekerjaa. Rp.39,550.00= Rp.59,325.00Jumlah= Rp.372,854.50Dibulatkan= Rp.372,850.00PEKERJAAN DINDING ( Rev. SNI 03-6897-2002 )1.1 M2PASANGAN BATU KUMBUNG 1 BATA 1:3:10 ( An.D.01 )100.0000bjBatu kumbunga. Rp.880.00= Rp.88,000.0010.0800kgSemen / PCa. Rp.1,175.63= Rp.11,850.300.0275m3Kapur Pasanga. Rp.192,500.00= Rp.5,293.750.0925m3Pasir pasanga. Rp.84,700.00= Rp.7,834.750.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.148,665.00Dibulatkan= Rp.148,660.002.1 M2PASANGAN BATU KUMBUNG 1 BATA 1 : 4 ( An.D.02 )100.0000bjBatu kumbunga. Rp.880.00= Rp.88,000.0026.5500kgSemen / PCa. Rp.1,175.63= Rp.31,212.840.0930m3Pasir pasanga. Rp.84,700.00= Rp.7,877.100.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.162,776.14Dibulatkan= Rp.162,770.003.1 M2PASANGAN BATU KUMBUNG 1/2 BATA 1:3:10 ( An.D.03 )50.0000bjBatu kumbunga. Rp.880.00= Rp.44,000.004.5000kgSemen / PCa. Rp.1,175.63= Rp.5,290.310.0150m3Kapur Pasanga. Rp.192,500.00= Rp.2,887.500.0500m3Pasir pasanga. Rp.84,700.00= Rp.4,235.000.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.74,255.91Dibulatkan= Rp.74,250.004.1 M2PASANGAN BATU KUMBUNG 1/2 BATA 1:4 ( An.D.04 )50.0000bjBatu kumbunga. Rp.880.00= Rp.44,000.0011.5000kgSemen / PCa. Rp.1,175.63= Rp.13,519.690.0430m3Pasir pasanga. Rp.84,700.00= Rp.3,642.100.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.79,004.89Dibulatkan= Rp.79,000.005.1 M2PASANGAN BATA MERAH 1 : 2 TB. 1 BATA(SNI DT 91-0009-2007-01)140.0000bjBata merah Kw Ia. Rp.770.00= Rp.107,800.0043.5000kgSemen / PCa. Rp.1,175.63= Rp.51,139.690.0800m3Pasir pasanga. Rp.84,700.00= Rp.6,776.000.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.201,401.89Dibulatkan= Rp.201,400.006.1 M2PASANGAN BATA MERAH 1 : 2 TB. 1 BATA(SNI DT 91-0009-2007-02)140.0000bjBata merah Kw IIa. Rp.495.00= Rp.69,300.0043.5000kgSemen / PCa. Rp.1,175.63= Rp.51,139.690.0800m3Pasir pasanga. Rp.84,700.00= Rp.6,776.000.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.162,901.89Dibulatkan= Rp.162,900.007.1 M2PASANGAN BATA MERAH 1 : 3 : 10 TB. 1 BATA(SNI DT 91-0009-2007-03)140.0000bjBata merah Kw IIa. Rp.495.00= Rp.69,300.0010.0800kgSemen / PCa. Rp.1,175.63= Rp.11,850.300.0275m3Kapur Pasanga. Rp.192,500.00= Rp.5,293.750.0925m3Pasir pasanga. Rp.84,700.00= Rp.7,834.750.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.129,965.00Dibulatkan= Rp.129,960.008.1 M2PASANGAN BATA MERAH 1 : 3 TB. 1 BATA(SNI DT 91-0009-2007-04)140.0000bjBata merah kw Ia. Rp.770.00= Rp.107,800.0032.9500kgSemen / PCa. Rp.1,175.63= Rp.38,736.840.0910m3Pasir pasanga. Rp.84,700.00= Rp.7,707.700.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.189,930.74Dibulatkan= Rp.189,930.009.1 M2PASANGAN BATA MERAH 1 : 3 TB. 1 BATA(SNI DT 91-0009-2007-05)140.0000bjBata merah kw IIa. Rp.495.00= Rp.69,300.0032.9500kgSemen / PCa. Rp.1,175.63= Rp.38,736.840.0910m3Pasir pasanga. Rp.84,700.00= Rp.7,707.700.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.151,430.74Dibulatkan= Rp.151,430.0010.1 M2PASANGAN BATA MERAH 1 : 4 TB. 1 BATA(SNI DT 91-0009-2007-06)140.0000bjBata merah kw Ia. Rp.770.00= Rp.107,800.0026.5500kgSemen / PCa. Rp.1,175.63= Rp.31,212.840.0930m3Pasir pasanga. Rp.84,700.00= Rp.7,877.100.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.182,576.14Dibulatkan= Rp.182,570.0011.1 M2PASANGAN BATA MERAH 1 : 4 TB. 1 BATA(SNI DT 91-0009-2007-07)140.0000bjBata merah kw IIa. Rp.495.00= Rp.69,300.0026.5500kgSemen / PCa. Rp.1,175.63= Rp.31,212.840.0930m3Pasir pasanga. Rp.84,700.00= Rp.7,877.100.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.144,076.14Dibulatkan= Rp.144,070.0012.1 M2PASANGAN BATA MERAH 1 : 5 TB. 1 BATA(SNI DT 91-0009-2007-08)140.0000bjBata merah kw IIa. Rp.495.00= Rp.69,300.0022.2000kgSemen / PCa. Rp.1,175.63= Rp.26,098.880.1020m3Pasir pasanga. Rp.84,700.00= Rp.8,639.400.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0300Mandora. Rp.60,060.00= Rp.1,801.800.6000Pekerjaa. Rp.39,550.00= Rp.23,730.00Jumlah= Rp.139,724.48Dibulatkan= Rp.139,720.0013.1 M2PASANGAN BATA MERAH 1 : 2 TB. 1/2 BATA(SNI DT 91-0009-2007-09)70.0000bjBata merah Kw Ia. Rp.770.00= Rp.53,900.0018.9500kgSemen / PCa. Rp.1,175.63= Rp.22,278.090.0380m3Pasir pasanga. Rp.84,700.00= Rp.3,218.600.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.97,239.79Dibulatkan= Rp.97,230.0014.1 M2PASANGAN BATA MERAH 1 : 2 TB. 1/2 BATA(SNI DT 91-0009-2007-10)70.0000bjBata merah Kw IIa. Rp.495.00= Rp.34,650.0018.9500kgSemen / PCa. Rp.1,175.63= Rp.22,278.090.0380m3Pasir pasanga. Rp.84,700.00= Rp.3,218.600.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.77,989.79Dibulatkan= Rp.77,980.0015.1 M2PASANGAN BATA MERAH 1 : 3 TB. 1/2 BATA(SNI DT 91-0009-2007-11)70.0000bjBata merah kw Ia. Rp.770.00= Rp.53,900.0014.3700kgSemen / PCa. Rp.1,175.63= Rp.16,893.730.0400m3Pasir pasanga. Rp.84,700.00= Rp.3,388.000.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.92,024.83Dibulatkan= Rp.92,020.0016.1 M2PASANGAN BATA MERAH 1 : 3 TB. 1/2 BATA(SNI DT 91-0009-2007-12)70.0000bjBata merah kw IIa. Rp.495.00= Rp.34,650.0014.3700kgSemen / PCa. Rp.1,175.63= Rp.16,893.730.0400m3Pasir pasanga. Rp.84,700.00= Rp.3,388.000.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.72,774.83Dibulatkan= Rp.72,770.0017.1 M2PASANGAN BATA MERAH 1 : 4 TB. 1/2 BATA(SNI DT 91-0009-2007-13)70.0000bjBata merah kw Ia. Rp.770.00= Rp.53,900.0011.5000kgSemen / PCa. Rp.1,175.63= Rp.13,519.690.0430m3Pasir pasanga. Rp.84,700.00= Rp.3,642.100.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.88,904.89Dibulatkan= Rp.88,900.0018.1 M2PASANGAN BATA MERAH 1 : 4 TB. 1/2 BATA(SNI DT 91-0009-2007-14)70.0000bjBata merah kw IIa. Rp.495.00= Rp.34,650.0011.5000kgSemen / PCa. Rp.1,175.63= Rp.13,519.690.0430m3Pasir pasanga. Rp.84,700.00= Rp.3,642.100.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.69,654.89Dibulatkan= Rp.69,650.0019.1 M2PASANGAN BATA MERAH 1 : 5 TB. 1/2 BATA(SNI DT 91-0009-2007-15)70.0000bjBata merah kw Ia. Rp.770.00= Rp.53,900.009.6800kgSemen / PCa. Rp.1,175.63= Rp.11,380.050.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.500.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.86,934.65Dibulatkan= Rp.86,930.0020.1 M2PASANGAN BATA MERAH 1 : 5 TB. 1/2 BATA(SNI DT 91-0009-2007-16)70.0000bjBata merah kw IIa. Rp.495.00= Rp.34,650.009.6800kgSemen / PCa. Rp.1,175.63= Rp.11,380.050.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.500.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.67,684.65Dibulatkan= Rp.67,680.0021.1 M2PASANGAN BATA MERAH 1 : 3 : 10 TB. 1/2 BATA(SNI DT 91-0009-2007-17)70.0000bjBata merah Kw IIa. Rp.495.00= Rp.34,650.004.5000kgSemen / PCa. Rp.1,175.63= Rp.5,290.310.0150m3Kapur Pasanga. Rp.192,500.00= Rp.2,887.500.0500m3Pasir pasanga. Rp.84,700.00= Rp.4,235.000.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.64,905.91Dibulatkan= Rp.64,900.0022.1 M2PASANGAN DINDING ROSTER/TERAWANG 12X11X24 CM 1 : 3(SNI DT 91-0009-2007-18)30.0000bhRoster/terawanga. Rp.4,950.00= Rp.148,500.0014.0000kgSemen / PCa. Rp.1,175.63= Rp.16,458.750.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.185,512.25Dibulatkan= Rp.185,510.0023.1 M2PASANGAN DINDING BATU TEMPEL HITAM(SNI DT 91-0009-2007-19)1.1000m2Batu Tempel Hitama. Rp.35,750.00= Rp.39,325.0011.7500kgSemen / PCa. Rp.1,175.63= Rp.13,813.590.0350m3Pasir pasanga. Rp.84,700.00= Rp.2,964.500.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.0300Mandora. Rp.60,060.00= Rp.1,801.800.6200Pekerjaa. Rp.39,550.00= Rp.24,521.00Jumlah= Rp.100,196.09Dibulatkan= Rp.100,190.0024.1 M2PASANGAN DINDING BATU PARAS(SNI DT 91-0009-2007-20)1.1000m2Batu Paras 20x20 cma. Rp.79,750.00= Rp.87,725.0011.7500kgSemen / PCa. Rp.1,175.63= Rp.13,813.590.0350m3Pasir pasanga. Rp.84,700.00= Rp.2,964.500.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.0300Mandora. Rp.60,060.00= Rp.1,801.800.6200Pekerjaa. Rp.39,550.00= Rp.24,521.00Jumlah= Rp.148,596.09Dibulatkan= Rp.148,590.0025.1 M2PASANGAN BATU PALIMANAN( An.D.05 )1.1000m2Batu Palimanan Halus 15/15a. Rp.62,700.00= Rp.68,970.0011.7500kgSemen / PCa. Rp.1,175.63= Rp.13,813.590.0350m3Pasir pasanga. Rp.84,700.00= Rp.2,964.500.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.0300Mandora. Rp.60,060.00= Rp.1,801.800.6200Pekerjaa. Rp.39,550.00= Rp.24,521.00Jumlah= Rp.129,841.09Dibulatkan= Rp.129,840.001 M2PASANGAN BETON ALUR( An.D.06 )1.1000m2Beton alura. Rp.60,500.00= Rp.66,550.0011.7500kgSemen / PCa. Rp.1,175.63= Rp.13,813.590.0350m3Pasir pasanga. Rp.84,700.00= Rp.2,964.500.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.0300Mandora. Rp.60,060.00= Rp.1,801.800.6200Pekerjaa. Rp.39,550.00= Rp.24,521.00Jumlah= Rp.127,421.09Dibulatkan= Rp.127,420.0027.1 M2PASANGAN BATU CANDI( An.D.07 )1.1000m2Batu candia. Rp.77,000.00= Rp.84,700.0011.7500kgSemen / PCa. Rp.1,175.63= Rp.13,813.590.0350m3Pasir pasanga. Rp.84,700.00= Rp.2,964.500.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.0300Mandora. Rp.60,060.00= Rp.1,801.800.6200Pekerjaa. Rp.39,550.00= Rp.24,521.00Jumlah= Rp.145,571.09Dibulatkan= Rp.145,570.0028.1 M2PASANGAN BATU SISIR ( ANDASIT )( An.D.08 )1.1000m2Batu sisira. Rp.132,000.00= Rp.145,200.0011.7500kgSemen / PCa. Rp.1,175.63= Rp.13,813.590.0350m3Pasir pasanga. Rp.84,700.00= Rp.2,964.500.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.0300Mandora. Rp.60,060.00= Rp.1,801.800.6200Pekerjaa. Rp.39,550.00= Rp.24,521.00Jumlah= Rp.206,071.09Dibulatkan= Rp.206,070.00PEKERJAAN PLESTERAN ( SNI DT 91-0010-2007 )1.1 M2PLESTERAN 1 : 2 Tebal 1.5 cm(SNI DT 91-0010-2007-01)10.2240kgSemen / PCa. Rp.1,175.63= Rp.12,019.590.0200m3Pasir pasanga. Rp.84,700.00= Rp.1,694.000.1500Tukang batua. Rp.45,470.00= Rp.6,820.500.0150Kep. Tukang batua. Rp.53,020.00= Rp.795.300.0100Mandora. Rp.60,060.00= Rp.600.600.2000Pekerjaa. Rp.39,550.00= Rp.7,910.00Jumlah= Rp.29,839.99Dibulatkan= Rp.29,830.002.1 M2PLESTERAN 1 : 3 Tebal 1,5 cm(SNI DT 91-0010-2007-02)7.7760kgSemen / PCa. Rp.1,175.63= Rp.9,141.660.0230m3Pasir pasanga. Rp.84,700.00= Rp.1,948.100.1500Tukang batua. Rp.45,470.00= Rp.6,820.500.0150Kep. Tukang batua. Rp.53,020.00= Rp.795.300.0100Mandora. Rp.60,060.00= Rp.600.600.2000Pekerjaa. Rp.39,550.00= Rp.7,910.00Jumlah= Rp.27,216.16Dibulatkan= Rp.27,210.003.1 M2PLESTERAN 1 : 4 Tebal 1,5 cm(SNI DT 91-0010-2007-03)6.2400kgSemen / PCa. Rp.1,175.63= Rp.7,335.900.0240m3Pasir pasanga. Rp.84,700.00= Rp.2,032.800.1500Tukang batua. Rp.45,470.00= Rp.6,820.500.0150Kep. Tukang batua. Rp.53,020.00= Rp.795.300.0100Mandora. Rp.60,060.00= Rp.600.600.2000Pekerjaa. Rp.39,550.00= Rp.7,910.00Jumlah= Rp.25,495.10Dibulatkan= Rp.25,490.004.1 M2PLESTERAN 1 : 5 Tebal 1,5 cm(SNI DT 91-0010-2007-04)5.1840kgSemen / PCa. Rp.1,175.63= Rp.6,094.440.0260m3Pasir pasanga. Rp.84,700.00= Rp.2,202.200.1500Tukang batua. Rp.45,470.00= Rp.6,820.500.0150Kep. Tukang batua. Rp.53,020.00= Rp.795.300.0100Mandora. Rp.60,060.00= Rp.600.600.2000Pekerjaa. Rp.39,550.00= Rp.7,910.00Jumlah= Rp.24,423.04Dibulatkan= Rp.24,420.005.1 M2PLESTERAN 1 : 3 Tebal 2 cm(SNI DT 91-0010-2007-05)10.3680kgSemen / PCa. Rp.1,175.63= Rp.12,188.880.0310m3Pasir pasanga. Rp.84,700.00= Rp.2,625.700.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0130Mandora. Rp.60,060.00= Rp.780.780.2600Pekerjaa. Rp.39,550.00= Rp.10,283.00Jumlah= Rp.36,032.76Dibulatkan= Rp.36,030.006.1 M2PLESTERAN 1 : 4 Tebal 2 cm(SNI DT 91-0010-2007-06)8.3200kgSemen / PCa. Rp.1,175.63= Rp.9,781.200.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0130Mandora. Rp.60,060.00= Rp.780.780.2600Pekerjaa. Rp.39,550.00= Rp.10,283.00Jumlah= Rp.33,709.78Dibulatkan= Rp.33,700.007.1 M2PLESTERAN 1 : 5 Tebal 2 cm(SNI DT 91-0010-2007-07)6.9120kgSemen / PCa. Rp.1,175.63= Rp.8,125.920.0350m3Pasir pasanga. Rp.84,700.00= Rp.2,964.500.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.0130Mandora. Rp.60,060.00= Rp.780.780.2600Pekerjaa. Rp.39,550.00= Rp.10,283.00Jumlah= Rp.32,308.60Dibulatkan= Rp.32,300.008.1 M2PLESTERAN CIPRAT 1 : 2(SNI DT 91-0010-2007-08)4.3200kgSemen / PCa. Rp.1,175.63= Rp.5,078.700.0060m3Pasir pasanga. Rp.84,700.00= Rp.508.200.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.23,430.00Dibulatkan= Rp.23,430.009.1 M2FINISHING SIAR PASANGAN DINDING BATA MERAH(SNI DT 91-0010-2007-09)3.1080kgSemen / PCa. Rp.1,175.63= Rp.3,653.840.0750Tukang batua. Rp.45,470.00= Rp.3,410.250.0075Kep. Tukang batua. Rp.53,020.00= Rp.397.650.0080Mandora. Rp.60,060.00= Rp.480.480.1500Pekerjaa. Rp.39,550.00= Rp.5,932.50Jumlah= Rp.13,874.72Dibulatkan= Rp.13,870.0010.1 M2FINISHING SIAR PASANGAN BATU KALI 1 : 2(SNI DT 91-0010-2007-10)6.3400kgSemen / PCa. Rp.1,175.63= Rp.7,453.460.0120m3Pasir pasanga. Rp.84,700.00= Rp.1,016.400.1500Tukang batua. Rp.45,470.00= Rp.6,820.500.0150Kep. Tukang batua. Rp.53,020.00= Rp.795.300.0150Mandora. Rp.60,060.00= Rp.900.900.3000Pekerjaa. Rp.39,550.00= Rp.11,865.00Jumlah= Rp.28,851.56Dibulatkan= Rp.28,850.0011.1 M2PEKERJAAN ACIAN(SNI DT 91-0010-2007-11)3.2500kgSemen / PCa. Rp.1,175.63= Rp.3,820.780.1000Tukang batua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang batua. Rp.53,020.00= Rp.530.200.0100Mandora. Rp.60,060.00= Rp.600.600.2000Pekerjaa. Rp.39,550.00= Rp.7,910.00Jumlah= Rp.17,408.58Dibulatkan= Rp.17,400.0012.1 M'BENANGAN(SNI DT 91-0010-2007-12)1.7500kgSemen / PCa. Rp.1,175.63= Rp.2,057.340.0700Tukang batua. Rp.45,470.00= Rp.3,182.900.0080Mandora. Rp.60,060.00= Rp.480.48Jumlah= Rp.5,720.72Dibulatkan= Rp.5,720.00PEKERJAAN BETON ( SNI DT 91-0008-2007 )1.1 M3PEKERJAAN BETON RABAT 1:3:5(SNI DT 91-0008-2007-01)0.8700m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.173,791.200.5200m3Pasir cora. Rp.110,000.00= Rp.57,200.00218.0000kgSemen / PCa. Rp.1,175.63= Rp.256,286.251.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0250Kep. Tukang batua. Rp.53,020.00= Rp.1,325.500.2500Tukang batua. Rp.45,470.00= Rp.11,367.500.0800Mandora. Rp.60,060.00= Rp.4,804.80Jumlah= Rp.570,032.75Dibulatkan= Rp.570,030.002.1 M3MEMBUAT LANTAI KERJA BETON 1:2:4(SNI DT 91-0008-2007-02)0.7607m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.151,957.430.6379m3Pasir cora. Rp.110,000.00= Rp.70,164.29230.0000kgSemen / PCa. Rp.1,175.63= Rp.270,393.751.2000Pekerjaa. Rp.39,550.00= Rp.47,460.000.0200Kep. Tukang batua. Rp.53,020.00= Rp.1,060.400.2000Tukang batua. Rp.45,470.00= Rp.9,094.000.0600Mandora. Rp.60,060.00= Rp.3,603.60Jumlah= Rp.553,733.47Dibulatkan= Rp.553,730.003.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.100(SNI DT 91-0008-2007-03)0.7400m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.147,822.400.6207m3Pasir cora. Rp.110,000.00= Rp.68,277.00247.0000kgSemen / PCa. Rp.1,175.63= Rp.290,379.381.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.590,710.07Dibulatkan= Rp.590,710.004.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.125(SNI DT 91-0008-2007-04)0.7496m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.149,740.100.5914m3Pasir cora. Rp.110,000.00= Rp.65,054.00276.0000kgSemen / PCa. Rp.1,175.63= Rp.324,472.501.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.623,497.89Dibulatkan= Rp.623,490.005.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.150(SNI DT 91-0008-2007-05)0.7533m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.150,485.200.5707m3Pasir cora. Rp.110,000.00= Rp.62,777.00299.0000kgSemen / PCa. Rp.1,175.63= Rp.351,511.881.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.649,005.37Dibulatkan= Rp.649,000.006.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.175(SNI DT 91-0008-2007-06)0.7622m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.152,257.070.5428m3Pasir cora. Rp.110,000.00= Rp.59,708.00326.0000kgSemen / PCa. Rp.1,175.63= Rp.383,253.751.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.679,450.11Dibulatkan= Rp.679,450.007.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.200(SNI DT 91-0008-2007-07)0.7637m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.152,556.710.5221m3Pasir cora. Rp.110,000.00= Rp.57,431.00352.0000kgSemen / PCa. Rp.1,175.63= Rp.413,820.001.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.708,039.00Dibulatkan= Rp.708,030.008.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.225(SNI DT 91-0008-2007-08)0.7756m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.154,933.860.4986m3Pasir cora. Rp.110,000.00= Rp.54,846.00371.0000kgSemen / PCa. Rp.1,175.63= Rp.436,156.881.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.730,168.02Dibulatkan= Rp.730,160.009.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.250(SNI DT 91-0008-2007-09)0.7696m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.153,735.300.4943m3Pasir cora. Rp.110,000.00= Rp.54,373.00384.0000kgSemen / PCa. Rp.1,175.63= Rp.451,440.001.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.743,779.59Dibulatkan= Rp.743,770.0010.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.275(SNI DT 91-0008-2007-10)0.7600m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.151,817.600.4886m3Pasir cora. Rp.110,000.00= Rp.53,746.00406.0000kgSemen / PCa. Rp.1,175.63= Rp.477,303.751.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.767,098.64Dibulatkan= Rp.767,090.0011.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.300(SNI DT 91-0008-2007-11)0.7563m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.151,078.490.4864m3Pasir cora. Rp.110,000.00= Rp.53,504.00413.0000kgSemen / PCa. Rp.1,175.63= Rp.485,533.131.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.774,346.90Dibulatkan= Rp.774,340.0012.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.325(SNI DT 91-0008-2007-12)0.7452m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.148,861.150.4786m3Pasir cora. Rp.110,000.00= Rp.52,646.00439.0000kgSemen / PCa. Rp.1,175.63= Rp.516,099.381.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.801,837.82Dibulatkan= Rp.801,830.0013.1 M3MEMBUAT BETON BERTULANG 1:2:3 K.350(SNI DT 91-0008-2007-13)0.7407m3Batu pecah 2-3 cm hitama. Rp.199,760.00= Rp.147,962.230.4764m3Pasir cora. Rp.110,000.00= Rp.52,404.00448.0000kgSemen / PCa. Rp.1,175.63= Rp.526,680.001.6500Pekerjaa. Rp.39,550.00= Rp.65,257.500.0280Kep. Tukang batua. Rp.53,020.00= Rp.1,484.560.2750Tukang batua. Rp.45,470.00= Rp.12,504.250.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.811,277.52Dibulatkan= Rp.811,270.0014.1 M3BEGESTING UNTUK PONDASI(SNI DT 91-0008-2007-14)0.2000m3Kayu terentanga. Rp.3,300,000.00= Rp.660,000.001.5000kgPakua. Rp.11,605.00= Rp.17,407.500.4000ltrMinyak begestinga. Rp.24,400.00= Rp.9,760.002.6000Pekerjaa. Rp.39,550.00= Rp.102,830.001.3000Tukang kayua. Rp.45,470.00= Rp.59,111.000.1300Kep. Tukang kayua. Rp.53,020.00= Rp.6,892.600.1220Mandora. Rp.60,060.00= Rp.7,327.32Jumlah= Rp.863,328.42Dibulatkan= Rp.863,320.0015.1 M3BEGESTING UNTUK SLOOF(SNI DT 91-0008-2007-15)0.2700m3Kayu terentanga. Rp.3,300,000.00= Rp.891,000.001.8000kgPakua. Rp.11,605.00= Rp.20,889.000.6000ltrMinyak begestinga. Rp.24,400.00= Rp.14,640.002.6000Pekerjaa. Rp.39,550.00= Rp.102,830.001.5600Tukang kayua. Rp.45,470.00= Rp.70,933.200.1560Kep. Tukang kayua. Rp.53,020.00= Rp.8,271.120.1200Mandora. Rp.60,060.00= Rp.7,207.20Jumlah= Rp.1,115,770.52Dibulatkan= Rp.1,115,770.0016.1 M3BEGESTING UNTUK KOLOM(SNI DT 91-0008-2007-16)0.3200m3Kayu terentanga. Rp.3,300,000.00= Rp.1,056,000.003.2000kgPakua. Rp.11,605.00= Rp.37,136.001.6000ltrMinyak begestinga. Rp.24,400.00= Rp.39,040.000.1200m3Kayu Meranti 5/7a. Rp.3,300,000.00= Rp.396,000.002.8000lbrMultipleks 9 mma. Rp.88,000.00= Rp.246,400.002.6000Pekerjaa. Rp.39,550.00= Rp.102,830.001.3000Tukang kayua. Rp.45,470.00= Rp.59,111.000.1320Kep. Tukang kayua. Rp.53,020.00= Rp.6,998.640.1220Mandora. Rp.60,060.00= Rp.7,327.32Jumlah= Rp.1,950,842.96Dibulatkan= Rp.1,950,840.0017.1 M3BEGESTING UNTUK BALOK(SNI DT 91-0008-2007-17)0.3200m3Kayu terentanga. Rp.3,300,000.00= Rp.1,056,000.003.2000kgPakua. Rp.11,605.00= Rp.37,136.001.6000ltrMinyak begestinga. Rp.24,400.00= Rp.39,040.000.1400m3Kayu meranti 5/7a. Rp.3,300,000.00= Rp.462,000.002.8000lbrMultipleks 9 mma. Rp.88,000.00= Rp.246,400.0016.0000btgDolken kayu f 8 / 400 cma. Rp.30,948.55= Rp.495,176.853.3000Pekerjaa. Rp.39,550.00= Rp.130,515.001.6500Tukang kayua. Rp.45,470.00= Rp.75,025.500.1650Kep. Tukang kayua. Rp.53,020.00= Rp.8,748.300.1550Mandora. Rp.60,060.00= Rp.9,309.30Jumlah= Rp.2,559,350.95Dibulatkan= Rp.2,559,350.0018.1 M3BEGESTING UNTUK LANTAI(SNI DT 91-0008-2007-18)0.3200m3Kayu terentanga. Rp.3,300,000.00= Rp.1,056,000.003.2000kgPakua. Rp.11,605.00= Rp.37,136.001.6000ltrMinyak begestinga. Rp.24,400.00= Rp.39,040.000.1200m3Kayu meranti 5/7a. Rp.3,300,000.00= Rp.396,000.002.8000lbrMultipleks 9 mma. Rp.88,000.00= Rp.246,400.0025.0000btgDolken kayu f 8 / 400 cma. Rp.30,948.55= Rp.773,713.833.3000Pekerjaa. Rp.39,550.00= Rp.130,515.001.6500Tukang kayua. Rp.45,470.00= Rp.75,025.500.1650Kep. Tukang kayua. Rp.53,020.00= Rp.8,748.300.1550Mandora. Rp.60,060.00= Rp.9,309.30Jumlah= Rp.2,771,887.93Dibulatkan= Rp.2,771,880.0019.1 M2BEGESTING UNTUK TANGGA(SNI DT 91-0008-2007-19)0.2500m3Kayu terentanga. Rp.3,300,000.00= Rp.825,000.003.0000kgPakua. Rp.11,605.00= Rp.34,815.001.2000ltrMinyak begestinga. Rp.24,400.00= Rp.29,280.000.1050m3Kayu meranti 5/7a. Rp.3,300,000.00= Rp.346,500.002.5000lbrMultipleks 9 mma. Rp.88,000.00= Rp.220,000.0014.0000btgDolken kayu f 8 / 400 cma. Rp.30,948.55= Rp.433,279.743.3000Pekerjaa. Rp.39,550.00= Rp.130,515.001.6500Tukang kayua. Rp.45,470.00= Rp.75,025.500.1650Kep. Tukang kayua. Rp.53,020.00= Rp.8,748.300.1550Mandora. Rp.60,060.00= Rp.9,309.30Jumlah= Rp.2,112,472.84Dibulatkan= Rp.2,112,470.0020.10 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-20)10.5000kgBesi beton polosa. Rp.7,700.00= Rp.80,850.000.1500kgKawat bendrata. Rp.15,400.00= Rp.2,310.000.0700Pekerjaa. Rp.39,550.00= Rp.2,768.500.0700Tukang besia. Rp.45,470.00= Rp.3,182.900.0070Kep. Tukang besia. Rp.53,020.00= Rp.371.140.0040Mandora. Rp.60,060.00= Rp.240.24Jumlah= Rp.89,722.78Dibulatkan= Rp.89,720.0021.10 KgPEMBESIAN DENGAN BESI ULIR(SNI DT 91-0008-2007-21)10.5000kgBesi beton ulira. Rp.7,700.00= Rp.80,850.000.1500kgKawat bendrata. Rp.15,400.00= Rp.2,310.000.0700Pekerjaa. Rp.39,550.00= Rp.2,768.500.0700Tukang besia. Rp.45,470.00= Rp.3,182.900.0070Kep. Tukang besia. Rp.53,020.00= Rp.371.140.0040Mandora. Rp.60,060.00= Rp.240.24Jumlah= Rp.89,722.78Dibulatkan= Rp.89,720.0022.110 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-22)115.5000kgBesi beton polosa. Rp.7,700.00= Rp.889,350.001.6500kgKawat bendrata. Rp.15,400.00= Rp.25,410.000.7700Pekerjaa. Rp.39,550.00= Rp.30,453.500.7700Tukang besia. Rp.45,470.00= Rp.35,011.900.0770Kep. Tukang besia. Rp.53,020.00= Rp.4,082.540.0440Mandora. Rp.60,060.00= Rp.2,642.64Jumlah= Rp.986,950.58Dibulatkan= Rp.986,950.0023.120 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-23)126.0000kgBesi beton polosa. Rp.7,700.00= Rp.970,200.001.8000kgKawat bendrata. Rp.15,400.00= Rp.27,720.000.8400Pekerjaa. Rp.39,550.00= Rp.33,222.000.8400Tukang besia. Rp.45,470.00= Rp.38,194.800.0840Kep. Tukang besia. Rp.53,020.00= Rp.4,453.680.0480Mandora. Rp.60,060.00= Rp.2,882.88Jumlah= Rp.1,076,673.36Dibulatkan= Rp.1,076,670.0024.130 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-24)136.5000kgBesi beton polosa. Rp.7,700.00= Rp.1,051,050.001.9500kgKawat bendrata. Rp.15,400.00= Rp.30,030.000.9100Pekerjaa. Rp.39,550.00= Rp.35,990.500.9100Tukang besia. Rp.45,470.00= Rp.41,377.700.0910Kep. Tukang besia. Rp.53,020.00= Rp.4,824.820.0520Mandora. Rp.60,060.00= Rp.3,123.12Jumlah= Rp.1,166,396.14Dibulatkan= Rp.1,166,390.0025.140 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-25)147.0000kgBesi beton polosa. Rp.7,700.00= Rp.1,131,900.002.1000kgKawat bendrata. Rp.15,400.00= Rp.32,340.000.9800Pekerjaa. Rp.39,550.00= Rp.38,759.000.9800Tukang besia. Rp.45,470.00= Rp.44,560.600.0980Kep. Tukang besia. Rp.53,020.00= Rp.5,195.960.0560Mandora. Rp.60,060.00= Rp.3,363.36Jumlah= Rp.1,256,118.92Dibulatkan= Rp.1,256,110.0026.150 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-26)157.5000kgBesi beton polosa. Rp.7,700.00= Rp.1,212,750.002.2500kgKawat bendrata. Rp.15,400.00= Rp.34,650.001.0500Pekerjaa. Rp.39,550.00= Rp.41,527.501.0500Tukang besia. Rp.45,470.00= Rp.47,743.500.1050Kep. Tukang besia. Rp.53,020.00= Rp.5,567.100.0600Mandora. Rp.60,060.00= Rp.3,603.60Jumlah= Rp.1,345,841.70Dibulatkan= Rp.1,345,840.0027.200 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-27)210.0000kgBesi beton polosa. Rp.7,700.00= Rp.1,617,000.003.0000kgKawat bendrata. Rp.15,400.00= Rp.46,200.001.4000Pekerjaa. Rp.39,550.00= Rp.55,370.001.4000Tukang besia. Rp.45,470.00= Rp.63,658.000.1400Kep. Tukang besia. Rp.53,020.00= Rp.7,422.800.0800Mandora. Rp.60,060.00= Rp.4,804.80Jumlah= Rp.1,794,455.60Dibulatkan= Rp.1,794,450.0028.250 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-28)262.5000kgBesi beton polosa. Rp.7,700.00= Rp.2,021,250.003.7500kgKawat bendrata. Rp.15,400.00= Rp.57,750.001.7500Pekerjaa. Rp.39,550.00= Rp.69,212.501.7500Tukang besia. Rp.45,470.00= Rp.79,572.500.1750Kep. Tukang besia. Rp.53,020.00= Rp.9,278.500.1000Mandora. Rp.60,060.00= Rp.6,006.00Jumlah= Rp.2,243,069.50Dibulatkan= Rp.2,243,060.0029.1 M3MEMBUAT PONDASI BETON BERTULANG K.175(SNI DT 91-0008-2007-29)1.0000BETON BERTULANG 1:2:3 K.175a. Rp.679,450.00= Rp.679,450.001.0000BEGESTING PONDASIa. Rp.863,320.00= Rp.863,320.001.0000PEMBESIAN 120 KGa. Rp.1,076,670.00= Rp.1,076,670.00Jumlah= Rp.2,619,440.00Dibulatkan= Rp.2,619,440.0030.1 M3MEMBUAT PONDASI BETON BERTULANG K.200(SNI DT 91-0008-2007-30)1.0000BETON BERTULANG 1:2:3 K.200a. Rp.708,030.00= Rp.708,030.001.0000BEGESTING PONDASIa. Rp.863,320.00= Rp.863,320.001.0000PEMBESIAN 120 KGa. Rp.1,076,670.00= Rp.1,076,670.00Jumlah= Rp.2,648,020.00Dibulatkan= Rp.2,648,020.0031.1 M3MEMBUAT PONDASI BETON BERTULANG K.225(SNI DT 91-0008-2007-31)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.001.0000BEGESTING PONDASIa. Rp.863,320.00= Rp.863,320.001.0000PEMBESIAN 120 KGa. Rp.1,076,670.00= Rp.1,076,670.00Jumlah= Rp.2,670,150.00Dibulatkan= Rp.2,670,150.0032.1 M3MEMBUAT PONDASI BETON BERTULANG K.250(SNI DT 91-0008-2007-32)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.001.0000BEGESTING PONDASIa. Rp.863,320.00= Rp.863,320.001.0000PEMBESIAN 120 KGa. Rp.1,076,670.00= Rp.1,076,670.00Jumlah= Rp.2,683,760.00Dibulatkan= Rp.2,683,760.0033.1 M3MEMBUAT SLOOF BETON BERTULANG K.200 UK. 15/15, 15/20(SNI DT 91-0008-2007-33)1.0000BETON BERTULANG 1:2:3 K.200a. Rp.708,030.00= Rp.708,030.001.0000BEGESTING SLOOFa. Rp.1,115,770.00= Rp.1,115,770.001.0000PEMBESIAN 130 KGa. Rp.1,166,390.00= Rp.1,166,390.00Jumlah= Rp.2,990,190.00Dibulatkan= Rp.2,990,190.0034.1 M3MEMBUAT SLOOF BETON BERTULANG K.225 UK. 20/25, 20/30(SNI DT 91-0008-2007-34)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.001.0000BEGESTING SLOOFa. Rp.1,115,770.00= Rp.1,115,770.001.0000PEMBESIAN 140 KGa. Rp.1,256,110.00= Rp.1,256,110.00Jumlah= Rp.3,102,040.00Dibulatkan= Rp.3,102,040.0035.1 M3MEMBUAT SLOOF BETON BERTULANG K.225 UK. 20/40, 30/40(SNI DT 91-0008-2007-35)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.001.0000BEGESTING SLOOFa. Rp.1,115,770.00= Rp.1,115,770.001.0000PEMBESIAN 150 KGa. Rp.1,345,840.00= Rp.1,345,840.00Jumlah= Rp.3,191,770.00Dibulatkan= Rp.3,191,770.0036.1 M3MEMBUAT SLOOF BETON BERTULANG K.250 UK. 20/25, 20/30(SNI DT 91-0008-2007-36)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.001.0000BEGESTING SLOOFa. Rp.1,115,770.00= Rp.1,115,770.001.0000PEMBESIAN 140 KGa. Rp.1,256,110.00= Rp.1,256,110.00Jumlah= Rp.3,115,650.00Dibulatkan= Rp.3,115,650.0037.1 M3MEMBUAT SLOOF BETON BERTULANG K.250 UK. 20/40, 30/40(SNI DT 91-0008-2007-37)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.001.0000BEGESTING SLOOFa. Rp.1,115,770.00= Rp.1,115,770.001.0000PEMBESIAN 150 KGa. Rp.1,345,840.00= Rp.1,345,840.00Jumlah= Rp.3,205,380.00Dibulatkan= Rp.3,205,380.0038.1 M3MEMBUAT KOLOM PRAKTIS BTN BERTULANG K.175 UK. 11/11,15/15(SNI DT 91-0008-2007-38)1.0000BETON BERTULANG 1:2:3 K.175a. Rp.679,450.00= Rp.679,450.000.2500BEGESTING KOLOMa. Rp.1,950,840.00= Rp.487,710.001.0000PEMBESIAN 130 KGa. Rp.1,166,390.00= Rp.1,166,390.00Jumlah= Rp.2,333,550.00Dibulatkan= Rp.2,333,550.0039.1 M3MEMBUAT COR BETON STROUSE K.200 DIMETER 25 CM(SNI DT 91-0008-2007-39)1.0000BETON BERTULANG 1:2:3 K.200a. Rp.708,030.00= Rp.708,030.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 150 KGa. Rp.1,345,840.00= Rp.1,345,840.00Jumlah= Rp.3,029,290.00Dibulatkan= Rp.3,029,290.0039a1 M3MEMBUAT COR BETON STROUSE K.250 DIMETER 50 CM(SNI DT 91-0008-2007-39a)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 250 KGa. Rp.2,243,060.00= Rp.2,243,060.00Jumlah= Rp.3,962,250.00Dibulatkan= Rp.3,962,250.0040.1 M3MEMBUAT KOLOM BETON BERTULANG K.225 UK. 15/25, 15/30, 20/30(SNI DT 91-0008-2007-40)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 150 KGa. Rp.1,345,840.00= Rp.1,345,840.00Jumlah= Rp.3,051,420.00Dibulatkan= Rp.3,051,420.0041.1 M3MEMBUAT KOLOM BETON BERTULANG K.225 UK. 20/40, 30/40(SNI DT 91-0008-2007-41)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 200 KGa. Rp.1,794,450.00= Rp.1,794,450.00Jumlah= Rp.3,500,030.00Dibulatkan= Rp.3,500,030.0042.1 M3MEMBUAT KOLOM BETON BERTULANG K.250 UK. 20/40, 30/40(SNI DT 91-0008-2007-42)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 200 KGa. Rp.1,794,450.00= Rp.1,794,450.00Jumlah= Rp.3,513,640.00Dibulatkan= Rp.3,513,640.0043.1 M3MEMBUAT KOLOM BETON BERTULANG K.225 UK. 30/50, 35/50(SNI DT 91-0008-2007-43)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 225 KGa. Rp.1,996,580.00= Rp.1,996,580.00Jumlah= Rp.3,702,160.00Dibulatkan= Rp.3,702,160.0044.1 M3MEMBUAT KOLOM BETON BERTULANG K.250 UK. 30/50, 35/50(SNI DT 91-0008-2007-44)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 225 KGa. Rp.1,996,580.00= Rp.1,996,580.00Jumlah= Rp.3,715,770.00Dibulatkan= Rp.3,715,770.0045.1 M3MEMBUAT KOLOM BETON BERTULANG K.225 UK. 30/60, 35/60, 40/70(SNI DT 91-0008-2007-45)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 250 KGa. Rp.2,243,060.00= Rp.2,243,060.00Jumlah= Rp.3,948,640.00Dibulatkan= Rp.3,948,640.0046.1 M3MEMBUAT KOLOM BETON BERTULANG K.250 UK. 30/60, 35/60, 40/70(SNI DT 91-0008-2007-46)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.000.5000BEGESTING KOLOMa. Rp.1,950,840.00= Rp.975,420.001.0000PEMBESIAN 250 KGa. Rp.2,243,060.00= Rp.2,243,060.00Jumlah= Rp.3,962,250.00Dibulatkan= Rp.3,962,250.0047.1 M3MEMBUAT RING BALOK BETON BERTULANG K.175 UK. 15/15, 15/20(SNI DT 91-0008-2007-47)1.0000BETON BERTULANG 1:2:3 K.175a. Rp.679,450.00= Rp.679,450.000.2500BEGESTING BALOKa. Rp.2,559,350.00= Rp.639,837.501.0000PEMBESIAN 110 KGa. Rp.986,950.00= Rp.986,950.00Jumlah= Rp.2,306,237.50Dibulatkan= Rp.2,306,230.0048.1 M3MEMBUAT BALOK BETON BERTULANG K.200 UK. 15/20, 15/30, 20/30(SNI DT 91-0008-2007-48)1.0000BETON BERTULANG 1:2:3 K.200a. Rp.708,030.00= Rp.708,030.000.5000BEGESTING BALOKa. Rp.2,559,350.00= Rp.1,279,675.001.0000PEMBESIAN 120 KGa. Rp.1,076,670.00= Rp.1,076,670.00Jumlah= Rp.3,064,375.00Dibulatkan= Rp.3,064,370.0049.1 M3MEMBUAT BALOK BETON BERTULANG K.225 UK. 15/30, 20/30(SNI DT 91-0008-2007-49)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING BALOKa. Rp.2,559,350.00= Rp.1,279,675.001.0000PEMBESIAN 120 KGa. Rp.1,076,670.00= Rp.1,076,670.00Jumlah= Rp.3,086,505.00Dibulatkan= Rp.3,086,500.0050.1 M3MEMBUAT BALOK BETON BERTULANG K.225 UK. 25/40, 30/50(SNI DT 91-0008-2007-50)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING BALOKa. Rp.2,559,350.00= Rp.1,279,675.001.0000PEMBESIAN 150 KGa. Rp.1,345,840.00= Rp.1,345,840.00Jumlah= Rp.3,355,675.00Dibulatkan= Rp.3,355,670.0051.1 M3MEMBUAT BALOK BETON BERTULANG K.250 UK. 25/40, 30/50(SNI DT 91-0008-2007-51)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.000.5000BEGESTING BALOKa. Rp.2,559,350.00= Rp.1,279,675.001.0000PEMBESIAN 150 KGa. Rp.1,345,840.00= Rp.1,345,840.00Jumlah= Rp.3,369,285.00Dibulatkan= Rp.3,369,280.0052.1 M3MEMBUAT BALOK BETON BERTULANG K.225 UK. 30/60, 30/70, 30/80(SNI DT 91-0008-2007-52)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING BALOKa. Rp.2,559,350.00= Rp.1,279,675.001.0000PEMBESIAN 200 KGa. Rp.1,794,450.00= Rp.1,794,450.00Jumlah= Rp.3,804,285.00Dibulatkan= Rp.3,804,280.0053.1 M3MEMBUAT BALOK BETON BERTULANG K.250 UK. 30/60, 30/70, 30/80(SNI DT 91-0008-2007-53)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.000.5000BEGESTING BALOKa. Rp.2,559,350.00= Rp.1,279,675.001.0000PEMBESIAN 200 KGa. Rp.1,794,450.00= Rp.1,794,450.00Jumlah= Rp.3,817,895.00Dibulatkan= Rp.3,817,890.0054.1 M3MEMBUAT PLAT LANTAI BETON BERTULANG K.225 TB. 10 & 12 CM(SNI DT 91-0008-2007-54)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING LANTAIa. Rp.2,771,880.00= Rp.1,385,940.001.0000PEMBESIAN 110 KGa. Rp.986,950.00= Rp.986,950.00Jumlah= Rp.3,103,050.00Dibulatkan= Rp.3,103,050.0055.1 M3MEMBUAT PLAT LANTAI BETON BERTULANG K.250 TB. 10 & 12 CM(SNI DT 91-0008-2007-55)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.000.5000BEGESTING LANTAIa. Rp.2,771,880.00= Rp.1,385,940.001.0000PEMBESIAN 110 KGa. Rp.986,950.00= Rp.986,950.00Jumlah= Rp.3,116,660.00Dibulatkan= Rp.3,116,660.0056.1 M3MEMBUAT TANGGA BETON BERTULANG K.225(SNI DT 91-0008-2007-56)1.0000BETON BERTULANG 1:2:3 K.225a. Rp.730,160.00= Rp.730,160.000.5000BEGESTING TANGGAa. Rp.2,112,470.00= Rp.1,056,235.001.0000PEMBESIAN 150 KGa. Rp.1,345,840.00= Rp.1,345,840.00Jumlah= Rp.3,132,235.00Dibulatkan= Rp.3,132,230.0057.1 M3MEMBUAT TANGGA BETON BERTULANG K.250(SNI DT 91-0008-2007-57)1.0000BETON BERTULANG 1:2:3 K.250a. Rp.743,770.00= Rp.743,770.000.5000BEGESTING TANGGAa. Rp.2,112,470.00= Rp.1,056,235.001.0000PEMBESIAN 150 KGa. Rp.1,345,840.00= Rp.1,345,840.00Jumlah= Rp.3,145,845.00Dibulatkan= Rp.3,145,840.0058.225 KgPEMBESIAN DENGAN BESI POLOS(SNI DT 91-0008-2007-58)236.2500kgBesi beton polosa. Rp.7,700.00= Rp.1,819,125.003.0000kgKawat bendrata. Rp.15,400.00= Rp.46,200.001.4000Pekerjaa. Rp.39,550.00= Rp.55,370.001.4000Tukang besia. Rp.45,470.00= Rp.63,658.000.1400Kep. Tukang besia. Rp.53,020.00= Rp.7,422.800.0800Mandora. Rp.60,060.00= Rp.4,804.80Jumlah= Rp.1,996,580.60Dibulatkan= Rp.1,996,580.0059.1 M3PEMASANGAN TIANG PANCANG BETON DIAMETER 50 CM0.1000Mandora. Rp.75,000.00= Rp.7,500.000.2000Pembantu Operatora. Rp.50,000.00= Rp.10,000.000.2500Operatora. Rp.55,000.00= Rp.13,750.001.0000Tiang Pancang Beton dia 50 cma. Rp.3,962,250.003,962,250.00Jumlah= Rp.3,993,500.00Dibulatkan= Rp.3,993,500.00PEKERJAAN KAYU ( SNI DT 91-0011-2007 )BAHAN KAYU MERANTI1.1 M3PASANGAN KUDA - KUDA(SNI DT 91-0011-2007-01)1.1000m3Kayu balok meranti kw. IIa. Rp.3,190,000.00= Rp.3,509,000.0015.0000kgBesi stripa. Rp.13,200.00= Rp.198,000.005.6000kgPakua. Rp.11,605.00= Rp.64,988.004.0000Pekerjaa. Rp.39,550.00= Rp.158,200.0012.0000Tukang kayua. Rp.45,470.00= Rp.545,640.001.2000Kep. Tukang kayua. Rp.53,020.00= Rp.63,624.000.2000Mandora. Rp.60,060.00= Rp.12,012.00Jumlah= Rp.4,551,464.00Dibulatkan= Rp.4,551,460.002.1 M3PASANGAN GORDENG(SNI DT 91-0011-2007-02)1.1000m3Kayu balok bengkirai kw. IIa. Rp.3,190,000.00= Rp.3,509,000.0015.0000kgBesi stripa. Rp.13,200.00= Rp.198,000.003.0000kgPakua. Rp.11,605.00= Rp.34,815.002.4000Pekerjaa. Rp.39,550.00= Rp.94,920.007.2000Tukang kayua. Rp.45,470.00= Rp.327,384.000.7200Kep. Tukang kayua. Rp.53,020.00= Rp.38,174.400.1200Mandora. Rp.60,060.00= Rp.7,207.20Jumlah= Rp.4,209,500.60Dibulatkan= Rp.4,209,500.003.1 M2PASANGAN USUK DAN RENG GENTENG PRES/LOKAL(SNI DT 91-0011-2007-03)0.0120m3Kayu meranti 5/7a. Rp.3,300,000.00= Rp.39,600.000.0036m3Reng Merantia. Rp.2,750,000.00= Rp.9,900.000.1500kgPaku usuka. Rp.11,605.00= Rp.1,740.750.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang kayua. Rp.53,020.00= Rp.530.200.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.60,573.25Dibulatkan= Rp.60,570.004.1 M2PASANGAN USUK/RENG UNTUK GENTENG BETON DAN MONIER(SNI DT 91-0011-2007-04)0.0120m3Kayu meranti 5/7a. Rp.3,300,000.00= Rp.39,600.000.0057m3Reng Merantia. Rp.2,750,000.00= Rp.15,675.000.2500kgPaku usuka. Rp.11,605.00= Rp.2,901.250.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang kayua. Rp.53,020.00= Rp.530.200.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.67,508.75Dibulatkan= Rp.67,500.005.1 M2PAS. RANGKA PLAFOND (50X100) Cm KAYU MERANTI(SNI DT 91-0011-2007-05)0.0154m3Kayu meranti 5/7a. Rp.3,300,000.00= Rp.50,820.000.2000kgPaku usuka. Rp.11,605.00= Rp.2,321.000.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.2500Tukang kayua. Rp.45,470.00= Rp.11,367.500.0250Kep. Tukang kayua. Rp.53,020.00= Rp.1,325.500.0750Mandora. Rp.60,060.00= Rp.4,504.50Jumlah= Rp.76,271.00Dibulatkan= Rp.76,270.006.1 M2PAS. RANGKA PLAFOND (60X120) Cm KAYU MERANTI(SNI DT 91-0011-2007-06)0.0142m3Kayu meranti 5/7a. Rp.3,300,000.00= Rp.46,860.000.2500kgPaku usuka. Rp.11,605.00= Rp.2,901.250.2000Pekerjaa. Rp.39,550.00= Rp.7,910.000.3000Tukang kayua. Rp.45,470.00= Rp.13,641.000.0300Kep. Tukang kayua. Rp.53,020.00= Rp.1,590.600.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.73,503.45Dibulatkan= Rp.73,500.007.1 M3PASANGAN KUSEN KAYU MERANTI(SNI DT 91-0011-2007-07)1.2000m3Kayu balok meranti kw. 1a. Rp.4,180,000.00= Rp.5,016,000.001.2500kgPakua. Rp.11,605.00= Rp.14,506.251.0000kgLem Kayua. Rp.15,000.00= Rp.15,000.006.0000Pekerjaa. Rp.39,550.00= Rp.237,300.0018.0000Tukang kayua. Rp.45,470.00= Rp.818,460.002.0000Kep. Tukang kayua. Rp.53,020.00= Rp.106,040.000.3000Mandora. Rp.60,060.00= Rp.18,018.00Jumlah= Rp.6,225,324.25Dibulatkan= Rp.6,225,320.008.1 M2PAS. DAUN PINTU / JENDELA KACA POLOS(SNI DT 91-0011-2007-08)0.0240m3Kayu papan meranti kw. 1a. Rp.4,400,000.00= Rp.105,600.000.3000kgLem Kayua. Rp.15,000.00= Rp.4,500.001.0000m2Kaca 5 mm polos putiha. Rp.101,640.00= Rp.101,640.000.8000Pekerjaa. Rp.39,550.00= Rp.31,640.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0400Mandora. Rp.60,060.00= Rp.2,402.40Jumlah= Rp.347,326.40Dibulatkan= Rp.347,320.009.1 M2PAS. PINTU / JENDELA JALUSI(SNI DT 91-0011-2007-09)0.0640m3Kayu papan meranti kw. 1a. Rp.4,400,000.00= Rp.281,600.000.5000kgLem Kayua. Rp.15,000.00= Rp.7,500.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.003.0000Tukang kayua. Rp.45,470.00= Rp.136,410.000.3000Kep. Tukang kayua. Rp.53,020.00= Rp.15,906.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.483,969.00Dibulatkan= Rp.483,960.0010.1 M2PAS. JALUSI MATI KUSEN KAYU MERANTI(SNI DT 91-0011-2007-10)0.0600m3Kayu papan meranti kw. 1a. Rp.4,400,000.00= Rp.264,000.000.1500kgPakua. Rp.11,605.00= Rp.1,740.750.5000Pekerjaa. Rp.39,550.00= Rp.19,775.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0250Mandora. Rp.60,060.00= Rp.1,501.50Jumlah= Rp.388,561.25Dibulatkan= Rp.388,560.0011.1 M2PAS. DAUN PINTU / JENDELA PANIL(SNI DT 91-0011-2007-11)0.0400m3Kayu papan meranti kw. 1a. Rp.4,400,000.00= Rp.176,000.000.5000kgLem Kayua. Rp.15,000.00= Rp.7,500.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.002.5000Tukang kayua. Rp.45,470.00= Rp.113,675.000.2500Kep. Tukang kayua. Rp.53,020.00= Rp.13,255.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.352,983.00Dibulatkan= Rp.352,980.0012.1 M'PASANG LISPLANK KAYU MERANTI 3/20(SNI DT 91-0011-2007-12)0.0108m3Kayu papan meranti kw. 2a. Rp.3,520,000.00= Rp.38,016.000.1000kgPaku usuka. Rp.11,605.00= Rp.1,160.500.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.0250Kep. Tukang kayua. Rp.53,020.00= Rp.1,325.500.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.53,851.30Dibulatkan= Rp.53,850.0013.1 M'PASANG LISPLANK KAYU MERANTI 3/30(SNI DT 91-0011-2007-13)0.0110m3Kayu papan meranti kw. 2a. Rp.3,520,000.00= Rp.38,720.000.0500kgPaku usuka. Rp.11,605.00= Rp.580.250.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang kayua. Rp.53,020.00= Rp.1,060.400.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.53,709.95Dibulatkan= Rp.53,700.00BAHAN KAYU BENGKIRAI14.1 M3PASANGAN KUDA - KUDA EXPOSE(SNI DT 91-0011-2007-14)1.2000m3Kayu balok bengkirai kw. Ia. Rp.6,875,000.00= Rp.8,250,000.0015.0000kgBesi stripa. Rp.13,200.00= Rp.198,000.005.6000kgPakua. Rp.11,605.00= Rp.64,988.006.0000Pekerjaa. Rp.39,550.00= Rp.237,300.0020.0000Tukang kayua. Rp.45,470.00= Rp.909,400.002.0000Kep. Tukang kayua. Rp.53,020.00= Rp.106,040.000.3000Mandora. Rp.60,060.00= Rp.18,018.00Jumlah= Rp.9,783,746.00Dibulatkan= Rp.9,783,740.0015.1 M3PASANGAN KUDA - KUDA(SNI DT 91-0011-2007-15)1.1000m3Kayu balok bengkirai kw. IIa. Rp.5,500,000.00= Rp.6,050,000.0015.0000kgBesi stripa. Rp.13,200.00= Rp.198,000.005.6000kgPakua. Rp.11,605.00= Rp.64,988.004.0000Pekerjaa. Rp.39,550.00= Rp.158,200.0012.0000Tukang kayua. Rp.45,470.00= Rp.545,640.001.2000Kep. Tukang kayua. Rp.53,020.00= Rp.63,624.000.2000Mandora. Rp.60,060.00= Rp.12,012.00Jumlah= Rp.7,092,464.00Dibulatkan= Rp.7,092,460.0016.1 M3PASANGAN GORDENG(SNI DT 91-0011-2007-16)1.1000m3Kayu balok bengkirai kw. IIa. Rp.5,500,000.00= Rp.6,050,000.0015.0000kgBesi stripa. Rp.13,200.00= Rp.198,000.003.0000kgPakua. Rp.11,605.00= Rp.34,815.002.4000Pekerjaa. Rp.39,550.00= Rp.94,920.007.2000Tukang kayua. Rp.45,470.00= Rp.327,384.000.7200Kep. Tukang kayua. Rp.53,020.00= Rp.38,174.400.1200Mandora. Rp.60,060.00= Rp.7,207.20Jumlah= Rp.6,750,500.60Dibulatkan= Rp.6,750,500.0017.1 M2PASANGAN USUK/RENG BENGKIRAI UNTUK GENTENG PRESS/LOKAL(SNI DT 91-0011-2007-17)0.0120m3Kayu gergajian 4/6 ; 5/7 kw. IIa. Rp.4,070,000.00= Rp.48,840.000.0036m3Reng bengkiraia. Rp.3,410,000.00= Rp.12,276.000.2500kgPaku usuka. Rp.11,605.00= Rp.2,901.250.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang kayua. Rp.53,020.00= Rp.530.200.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.73,349.75Dibulatkan= Rp.73,340.0018.1 M2PAS.USUK/RENG BENGKIRAI UNTUK GENTENG BETON DAN MONIER(SNI DT 91-0011-2007-18)0.0120m3Kayu gergajian 4/6 ; 5/7 kw. IIa. Rp.4,070,000.00= Rp.48,840.000.0057m3Reng bengkiraia. Rp.3,410,000.00= Rp.19,437.000.2500kgPaku usuka. Rp.11,605.00= Rp.2,901.250.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang kayua. Rp.53,020.00= Rp.530.200.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.80,510.75Dibulatkan= Rp.80,510.0019.1 M2PAS. RANGKA PLAFOND (50X100) Cm BENGKIRAI(SNI DT 91-0011-2007-19)0.0154m3Kayu bengkirai 5/7 kw. IIa. Rp.4,070,000.00= Rp.62,678.000.2000kgPaku usuka. Rp.11,605.00= Rp.2,321.000.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.2500Tukang kayua. Rp.45,470.00= Rp.11,367.500.0250Kep. Tukang kayua. Rp.53,020.00= Rp.1,325.500.0750Mandora. Rp.60,060.00= Rp.4,504.50Jumlah= Rp.88,129.00Dibulatkan= Rp.88,120.0020.1 M2PAS. RANGKA PLAFOND (60X120) Cm BENGKIRAI(SNI DT 91-0011-2007-20)0.0142m3Kayu bengkirai 5/7 kw. IIa. Rp.4,070,000.00= Rp.57,794.000.2500kgPaku usuka. Rp.11,605.00= Rp.2,901.250.2000Pekerjaa. Rp.39,550.00= Rp.7,910.000.3000Tukang kayua. Rp.45,470.00= Rp.13,641.000.0300Kep. Tukang kayua. Rp.53,020.00= Rp.1,590.600.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.84,437.45Dibulatkan= Rp.84,430.0021.1 M3PASANGAN KUSEN KAYU BENGKIRAI(SNI DT 91-0011-2007-21)1.1000m3Kayu balok bengkirai KW. 1a. Rp.6,875,000.00= Rp.7,562,500.001.2500kgPakua. Rp.11,605.00= Rp.14,506.251.0000kgLem Kayua. Rp.15,000.00= Rp.15,000.006.0000Pekerjaa. Rp.39,550.00= Rp.237,300.0020.0000Tukang kayua. Rp.45,470.00= Rp.909,400.002.0000Kep. Tukang kayua. Rp.53,020.00= Rp.106,040.000.3000Mandora. Rp.60,060.00= Rp.18,018.00Jumlah= Rp.8,862,764.25Dibulatkan= Rp.8,862,760.0022.1 M3PASANGAN KUSEN KAYU BENGKIRAI(SNI DT 91-0011-2007-22)1.1000m3Kayu balok bengkirai KW. 2a. Rp.5,500,000.00= Rp.6,050,000.001.2500kgPakua. Rp.11,605.00= Rp.14,506.251.0000kgLem Kayua. Rp.15,000.00= Rp.15,000.006.0000Pekerjaa. Rp.39,550.00= Rp.237,300.0020.0000Tukang kayua. Rp.45,470.00= Rp.909,400.002.0000Kep. Tukang kayua. Rp.53,020.00= Rp.106,040.000.3000Mandora. Rp.60,060.00= Rp.18,018.00Jumlah= Rp.7,350,264.25Dibulatkan= Rp.7,350,260.0023.1 M2PAS. DAUN PINTU / JENDELA KACA RAYBEN(SNI DT 91-0011-2007-23)0.0240m3Kayu papan bengkiraia. Rp.6,050,000.00= Rp.145,200.000.3000kgLem Kayua. Rp.15,000.00= Rp.4,500.001.0000m2Kaca 5 mm Rayben ( Asahimas )a. Rp.118,140.00= Rp.118,140.000.8000Pekerjaa. Rp.39,550.00= Rp.31,640.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0400Mandora. Rp.60,060.00= Rp.2,402.40Jumlah= Rp.403,426.40Dibulatkan= Rp.403,420.0024.1 M2PAS. DAUN PINTU / JENDELA KACA POLOS(SNI DT 91-0011-2007-24)0.0240m3Kayu papan bengkiraia. Rp.6,050,000.00= Rp.145,200.000.3000kgLem Kayua. Rp.15,000.00= Rp.4,500.001.0000m2Kaca 5 mm polos putiha. Rp.101,640.00= Rp.101,640.000.8000Pekerjaa. Rp.39,550.00= Rp.31,640.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0400Mandora. Rp.60,060.00= Rp.2,402.40Jumlah= Rp.386,926.40Dibulatkan= Rp.386,920.0025.1 M2PAS. PINTU / JENDELA JALUSI(SNI DT 91-0011-2007-25)0.0640m3Kayu papan bengkiraia. Rp.6,050,000.00= Rp.387,200.000.5000kgLem Kayua. Rp.15,000.00= Rp.7,500.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.003.0000Tukang kayua. Rp.45,470.00= Rp.136,410.000.3000Kep. Tukang kayua. Rp.53,020.00= Rp.15,906.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.589,569.00Dibulatkan= Rp.589,560.0026.1 M2PAS. JALUSI MATI KUSEN KAYU BENGKIRAI(SNI DT 91-0011-2007-26)0.0600m3Kayu papan bengkiraia. Rp.6,050,000.00= Rp.363,000.000.1500kgPakua. Rp.11,605.00= Rp.1,740.750.5000Pekerjaa. Rp.34,500.00= Rp.17,250.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0250Mandora. Rp.60,060.00= Rp.1,501.50Jumlah= Rp.485,036.25Dibulatkan= Rp.485,030.0027.1 M2PAS. DAUN PINTU / JENDELA PANIL(SNI DT 91-0011-2007-27)0.0400m3Kayu papan bengkiraia. Rp.6,050,000.00= Rp.242,000.000.5000kgLem Kayua. Rp.15,000.00= Rp.7,500.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.002.5000Tukang kayua. Rp.45,470.00= Rp.113,675.000.2500Kep. Tukang kayua. Rp.53,020.00= Rp.13,255.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.418,983.00Dibulatkan= Rp.418,980.0028.1 M'PASANG LISPLANK KAYU BENGKIRAI 3/20(SNI DT 91-0011-2007-28)0.0108m3Kayu papan bengkiraia. Rp.6,050,000.00= Rp.65,340.000.1000kgPaku usuka. Rp.11,605.00= Rp.1,160.500.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.0250Kep. Tukang kayua. Rp.53,020.00= Rp.1,325.500.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.81,175.30Dibulatkan= Rp.81,170.0029.1 M'PASANG LISPLANK KAYU BENGKIRAI 3/30(SNI DT 91-0011-2007-29)0.0110m3Kayu papan bengkiraia. Rp.6,050,000.00= Rp.66,550.000.0500kgPaku usuka. Rp.11,605.00= Rp.580.250.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang kayua. Rp.53,020.00= Rp.1,060.400.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.81,539.95Dibulatkan= Rp.81,530.00BAHAN KAYU KAMFER30.1 M3PASANGAN KUDA - KUDA(SNI DT 91-0011-2007-30)1.1000m3Kayu balok kamfer kw. 2a. Rp.5,830,000.00= Rp.6,413,000.0015.0000kgBesi stripa. Rp.13,200.00= Rp.198,000.005.6000kgPakua. Rp.11,605.00= Rp.64,988.004.0000Pekerjaa. Rp.39,550.00= Rp.158,200.0012.0000Tukang kayua. Rp.45,470.00= Rp.545,640.001.2000Kep. Tukang kayua. Rp.53,020.00= Rp.63,624.000.2000Mandora. Rp.60,060.00= Rp.12,012.00Jumlah= Rp.7,455,464.00Dibulatkan= Rp.7,455,460.0031.1 M2PASANGAN USUK/RENG KAMPER UNTUK GENTENG PRESS/LOKAL(SNI DT 91-0011-2007-31)0.0120m3Kayu gergajian 4/6 ; 5/7a. Rp.3,850,000.00= Rp.46,200.000.0036m3Reng kampera. Rp.3,520,000.00= Rp.12,672.000.2500kgPaku usuka. Rp.11,605.00= Rp.2,901.250.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang kayua. Rp.53,020.00= Rp.530.200.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.71,105.75Dibulatkan= Rp.71,100.0032.1 M2PAS. USUK/RENG KAMPER UNTUK GENTENG BETON DAN MONIER(SNI DT 91-0011-2007-32)0.0120m3Kayu gergajian 4/6 ; 5/7a. Rp.3,850,000.00= Rp.46,200.000.0057m3Reng kampera. Rp.3,520,000.00= Rp.20,064.000.2500kgPaku usuka. Rp.11,605.00= Rp.2,901.250.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang kayua. Rp.53,020.00= Rp.530.200.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.78,497.75Dibulatkan= Rp.78,490.0033.1 M3PASANGAN KUSEN(SNI DT 91-0011-2007-33)1.1000m3Kayu balok kamper kw. Ia. Rp.5,830,000.00= Rp.6,413,000.001.2500kgPakua. Rp.11,605.00= Rp.14,506.251.0000kgLem Kayua. Rp.15,000.00= Rp.15,000.006.0000Pekerjaa. Rp.39,550.00= Rp.237,300.0020.0000Tukang kayua. Rp.45,470.00= Rp.909,400.002.0000Kep. Tukang kayua. Rp.53,020.00= Rp.106,040.000.3000Mandora. Rp.60,060.00= Rp.18,018.00Jumlah= Rp.7,713,264.25Dibulatkan= Rp.7,713,260.0034.1 M2PAS. DAUN PINTU / JENDELA KACA RAYBEN(SNI DT 91-0011-2007-34)0.0240m3Kayu papan kampera. Rp.6,050,000.00= Rp.145,200.000.3000kgLem Kayua. Rp.15,000.00= Rp.4,500.001.0000m2Kaca 5 mm Rayben ( Asahimas )a. Rp.118,140.00= Rp.118,140.000.8000Pekerjaa. Rp.39,550.00= Rp.31,640.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0400Mandora. Rp.60,060.00= Rp.2,402.40Jumlah= Rp.403,426.40Dibulatkan= Rp.403,420.0035.1 M2PAS. DAUN PINTU / JENDELA KACA POLOS(SNI DT 91-0011-2007-35)0.0240m3Kayu papan kampera. Rp.6,050,000.00= Rp.145,200.000.3000kgLem Kayua. Rp.15,000.00= Rp.4,500.001.0000m2Kaca 5 mm polos putiha. Rp.101,640.00= Rp.101,640.000.8000Pekerjaa. Rp.39,550.00= Rp.31,640.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0400Mandora. Rp.60,060.00= Rp.2,402.40Jumlah= Rp.386,926.40Dibulatkan= Rp.386,920.0036.1 M2PAS. DAUN PINTU / JENDELA JALUSI(SNI DT 91-0011-2007-36)0.0640m3Kayu papan kampera. Rp.6,050,000.00= Rp.387,200.000.5000kgLem Kayua. Rp.15,000.00= Rp.7,500.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.003.0000Tukang kayua. Rp.45,470.00= Rp.136,410.000.3000Kep. Tukang kayua. Rp.53,020.00= Rp.15,906.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.589,569.00Dibulatkan= Rp.589,560.0037.1 M2PAS. JALUSI MATI KUSEN KAYU KAMPER(SNI DT 91-0011-2007-37)0.0600m3Kayu papan kampera. Rp.6,050,000.00= Rp.363,000.000.1500kgPakua. Rp.11,605.00= Rp.1,740.750.5000Pekerjaa. Rp.39,550.00= Rp.19,775.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0250Mandora. Rp.60,060.00= Rp.1,501.50Jumlah= Rp.487,561.25Dibulatkan= Rp.487,560.0038.1 M2PAS. DAUN PINTU / JENDELA PANIL(SNI DT 91-0011-2007-38)0.0400m3Kayu papan kanfera. Rp.6,050,000.00= Rp.242,000.000.5000kgLem Kayua. Rp.15,000.00= Rp.7,500.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.002.5000Tukang kayua. Rp.45,470.00= Rp.113,675.000.2500Kep. Tukang kayua. Rp.53,020.00= Rp.13,255.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.418,983.00Dibulatkan= Rp.418,980.00BAHAN KAYU JATI39.1 M3PASANGAN KUSEN JAYU JATI(SNI DT 91-0011-2007-39)1.1000m3Kayu balok jatia. Rp.9,900,000.00= Rp.10,890,000.001.2500kgPakua. Rp.11,605.00= Rp.14,506.251.0000kgLem Kayua. Rp.15,000.00= Rp.15,000.006.0000Pekerjaa. Rp.39,550.00= Rp.237,300.0020.0000Tukang kayua. Rp.45,470.00= Rp.909,400.002.0000Kep. Tukang kayua. Rp.53,020.00= Rp.106,040.000.3000Mandora. Rp.60,060.00= Rp.18,018.00Jumlah= Rp.12,190,264.25Dibulatkan= Rp.12,190,260.0040.1 M2PAS. DAUN PINTU / JENDELA KACA KAYU JATI(SNI DT 91-0011-2007-40)0.0240m3Kayu jati (papan)a. Rp.11,550,000.00= Rp.277,200.000.3000kgLem Kayua. Rp.15,000.00= Rp.4,500.001.0000m2Kaca 5 mm Rayban Asahimasa. Rp.118,140.00= Rp.118,140.000.8000Pekerjaa. Rp.39,550.00= Rp.31,640.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0400Mandora. Rp.60,060.00= Rp.2,402.40Jumlah= Rp.535,426.40Dibulatkan= Rp.535,420.0041.1 M2PAS. DAUN PINTU / JENDELA JALUSI(SNI DT 91-0011-2007-41)0.0640m3Kayu jati (papan)a. Rp.11,550,000.00= Rp.739,200.000.5000kgLem Kayua. Rp.15,000.00= Rp.7,500.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.003.0000Tukang kayua. Rp.45,470.00= Rp.136,410.000.3000Kep. Tukang kayua. Rp.53,020.00= Rp.15,906.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.941,569.00Dibulatkan= Rp.941,560.0042.1 M2PAS. JALUSI MATI KUSEN KAYU JATI(SNI DT 91-0011-2007-42)0.0600m3Kayu jati, papana. Rp.11,550,000.00= Rp.693,000.000.1500kgPakua. Rp.11,605.00= Rp.1,740.750.5000Pekerjaa. Rp.39,550.00= Rp.19,775.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0250Mandora. Rp.60,060.00= Rp.1,501.50Jumlah= Rp.817,561.25Dibulatkan= Rp.817,560.0043.1 M2PAS. DAUN PINTU / JENDELA PANIL KAYU JATI(SNI DT 91-0011-2007-43)0.0400m3Kayu jati, papana. Rp.11,550,000.00= Rp.462,000.000.5000kgLem Kayua. Rp.15,000.00= Rp.7,500.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.002.5000Tukang kayua. Rp.45,470.00= Rp.113,675.000.2500Kep. Tukang kayua. Rp.53,020.00= Rp.13,255.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.638,983.00Dibulatkan= Rp.638,980.0044.1 M'PASANG LISPLANK KAYU JATI 3/30(SNI DT 91-0011-2007-44)0.0110m3Kayu jati, papana. Rp.11,550,000.00= Rp.127,050.000.0500kgPaku usuka. Rp.11,605.00= Rp.580.250.1000Pekerjaa. Rp.39,550.00= Rp.3,955.000.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang kayua. Rp.53,020.00= Rp.1,060.400.0050Mandora. Rp.60,060.00= Rp.300.30Jumlah= Rp.142,039.95Dibulatkan= Rp.142,030.00PEMBUATAN DAUN PINTU LAPIS45.1 M2PINTU DOUBLE TRIPLEK RANGKA KAYU BENGKIRAI(SNI DT 91-0011-2007-45)0.0250m3Papan kayu bengkiraia. Rp.6,050,000.00= Rp.151,250.001.0000lbrTriplek 4 mm (Uk. 110x210)a. Rp.42,350.00= Rp.42,350.000.0300kgPakua. Rp.11,605.00= Rp.348.150.5000kgLem kayua. Rp.15,000.00= Rp.7,500.000.6000Pekerjaa. Rp.39,550.00= Rp.23,730.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.328,523.95Dibulatkan= Rp.328,520.0046.1 M2PINTU DOUBLE TEAKWOOD RANGKA KAYU BENGKIRAI(SNI DT 91-0011-2007-46)0.0250m3Papan kayu bengkiraia. Rp.6,050,000.00= Rp.151,250.001.0000lbrTeakwood 4 mm (Uk. 110x210)a. Rp.62,150.00= Rp.62,150.000.0300kgPakua. Rp.11,605.00= Rp.348.150.5000kgLem kayua. Rp.15,000.00= Rp.7,500.000.6000Pekerjaa. Rp.39,550.00= Rp.23,730.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.348,323.95Dibulatkan= Rp.348,320.0047.1 M2PINTU TEAKWOOD DAN LAPIS ALUMINIUM RANGKA BENGKIRAI(SNI DT 91-0011-2007-47)0.0250m3Kayu bengkiraia. Rp.6,050,000.00= Rp.151,250.000.5000lbrTeakwood 4 mm (Uk. 110x210)a. Rp.62,150.00= Rp.31,075.000.5000lbrTriplek Aluminium 4 mma. Rp.49,500.00= Rp.24,750.000.0300kgPakua. Rp.11,605.00= Rp.348.150.5000kgLem kayua. Rp.15,000.00= Rp.7,500.000.6000Pekerjaa. Rp.39,550.00= Rp.23,730.002.0000Tukang kayua. Rp.45,470.00= Rp.90,940.000.2000Kep. Tukang kayua. Rp.53,020.00= Rp.10,604.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.341,998.95Dibulatkan= Rp.341,990.0048.1 M2PAS. DINDING PEMISAH DOUBLE TEAKWOOD RANGKA KY. BENGKIRAI(SNI DT 91-0011-2007-48)0.0280m3Kayu bengkirai balok 6/12 kw. IIa. Rp.5,500,000.00= Rp.154,000.000.8600lbrTeakwood 4 mm (Uk. 120x240)a. Rp.74,800.00= Rp.64,328.000.1500kgPakua. Rp.11,605.00= Rp.1,740.750.5600kgLem kayua. Rp.15,000.00= Rp.8,400.000.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.4500Tukang kayua. Rp.45,470.00= Rp.20,461.500.0450Kep. Tukang kayua. Rp.53,020.00= Rp.2,385.900.0080Mandora. Rp.60,060.00= Rp.480.48Jumlah= Rp.257,729.13Dibulatkan= Rp.257,720.0049.1 M2PAS. DINDING PEMISAH DOUBLE TRIPLEK RANGKA KAYU BENGKIRAI(SNI DT 91-0011-2007-49)0.0280m3Kayu bengkirai balok 6/12 kw. IIa. Rp.5,500,000.00= Rp.154,000.000.8600lbrTriplek 4 mm (Uk. 120x240)a. Rp.50,600.00= Rp.43,516.000.1500kgPakua. Rp.11,605.00= Rp.1,740.750.5600kgLem kayua. Rp.15,000.00= Rp.8,400.000.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.4500Tukang kayua. Rp.45,470.00= Rp.20,461.500.0450Kep. Tukang kayua. Rp.53,020.00= Rp.2,385.900.0080Mandora. Rp.60,060.00= Rp.480.48Jumlah= Rp.236,917.13Dibulatkan= Rp.236,910.00PEKERJAAN LANGIT-LANGIT ( SNI DT 91-0013-2007 )1.1 M2PASANG ETERNIT(SNI DT 91-0013-2007-01)1.1000m2Eternit Atriscoa. Rp.11,550.00= Rp.12,705.000.0100kgPakua. Rp.11,605.00= Rp.116.050.0300Pekerjaa. Rp.39,550.00= Rp.1,186.500.0700Tukang kayua. Rp.45,470.00= Rp.3,182.900.0070Kep. Tukang kayua. Rp.53,020.00= Rp.371.140.0020Mandora. Rp.60,060.00= Rp.120.12Jumlah= Rp.17,681.71Dibulatkan= Rp.17,680.002.1 M2PASANG CALSIBOARD(SNI DT 91-0013-2007-02)0.3750lbrCalsiboarda. Rp.77,000.00= Rp.28,875.000.0300kgPakua. Rp.11,605.00= Rp.348.150.0700Pekerjaa. Rp.39,550.00= Rp.2,768.500.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.0100Kep. Tukang kayua. Rp.53,020.00= Rp.530.200.0040Mandora. Rp.60,060.00= Rp.240.24Jumlah= Rp.37,309.09Dibulatkan= Rp.37,300.003.1 M'LIST PLAFOND KAYU PROFIL(SNI DT 91-0013-2007-03)1.0500m'Kayu profil bengkiraia. Rp.6,105.00= Rp.6,410.250.0100kgPakua. Rp.11,605.00= Rp.116.050.0500Pekerjaa. Rp.39,550.00= Rp.1,977.500.0500Tukang kayua. Rp.45,470.00= Rp.2,273.500.0050Kep. Tukang kayua. Rp.53,020.00= Rp.265.100.0030Mandora. Rp.60,060.00= Rp.180.18Jumlah= Rp.11,222.58Dibulatkan= Rp.11,220.00PEKERJAAN PENUTUP ATAP ( SNI 03-3436-2002 )1.1 M2PASANGAN GENTENG PRES BIASA/LOKAL(SNI 03-3436-2002-01)25.0000bjGenteng pres biasaa. Rp.1,600.00= Rp.40,000.000.0750Tukang kayua. Rp.45,470.00= Rp.3,410.250.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.0080Kep. Tukanga. Rp.53,020.00= Rp.424.160.0080Mandora. Rp.60,060.00= Rp.480.48Jumlah= Rp.50,247.39Dibulatkan= Rp.50,240.002.1 M'PASANGAN BUBUNGAN PRES BIASA(SNI 03-3436-2002-02)5.0000bjGenteng bubung pres biasaa. Rp.3,025.00= Rp.15,125.008.0000kgSemen / PCa. Rp.1,175.63= Rp.9,405.000.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.4000Pekerjaa. Rp.39,550.00= Rp.15,820.000.0200Kep. Tukanga. Rp.53,020.00= Rp.1,060.400.0020Mandora. Rp.60,060.00= Rp.120.12Jumlah= Rp.53,334.92Dibulatkan= Rp.53,330.003.1 M2PASANGAN GENTENG BETON BESAR(SNI 03-3436-2002-03)9.0000bjGenteng Beton besara. Rp.1,870.00= Rp.16,830.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.2000Pekerjaa. Rp.39,550.00= Rp.7,910.000.0100Kep. Tukanga. Rp.53,020.00= Rp.530.200.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.30,417.80Dibulatkan= Rp.30,410.004.1 M2PASANGAN GENTENG BETON KECIL(SNI 03-3436-2002-04)11.0000bjGenteng beton kecila. Rp.1,760.00= Rp.19,360.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.2000Pekerjaa. Rp.39,550.00= Rp.7,910.000.0100Kep. Tukanga. Rp.53,020.00= Rp.530.200.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.32,947.80Dibulatkan= Rp.32,940.005.1 M'PASANGAN BUBUNGAN BETON(SNI 03-3436-2002-05)5.0000bjGenteng bubung betona. Rp.3,025.00= Rp.15,125.0010.8000kgSemen / PCa. Rp.1,175.63= Rp.12,696.750.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.4000Pekerjaa. Rp.39,550.00= Rp.15,820.000.0200Kep. Tukanga. Rp.53,020.00= Rp.1,060.400.0020Mandora. Rp.60,060.00= Rp.120.12Jumlah= Rp.56,626.67Dibulatkan= Rp.56,620.006.1 M2PASANGAN GENTENG JATIWANGI ISI 14,5 BJ(SNI 03-3436-2002-06)14.5000bjGenteng Jatiwangia. Rp.3,520.00= Rp.51,040.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.2000Pekerjaa. Rp.39,550.00= Rp.7,910.000.0100Kep. Tukanga. Rp.53,020.00= Rp.530.200.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.64,627.80Dibulatkan= Rp.64,620.007.1 M'PASANGAN BUBUNGAN JATIWANGI(SNI 03-3436-2002-07)3.5000bjGenteng bubung Jatiwangia. Rp.4,400.00= Rp.15,400.0010.8000kgSemen / PCa. Rp.1,175.63= Rp.12,696.750.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.4000Pekerjaa. Rp.39,550.00= Rp.15,820.000.0200Kep. Tukanga. Rp.53,020.00= Rp.1,060.400.0020Mandora. Rp.60,060.00= Rp.120.12Jumlah= Rp.56,901.67Dibulatkan= Rp.56,900.008.1 M2PASANGAN GENTENG BETON BESAR BERWARNA(SNI 03-3436-2002-08)9.0000bjGenteng Beton besar berwarnaa. Rp.2,970.00= Rp.26,730.000.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.2000Pekerjaa. Rp.39,550.00= Rp.7,910.000.0100Kep. Tukanga. Rp.53,020.00= Rp.530.200.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.40,317.80Dibulatkan= Rp.40,310.009.1 M'PASANGAN BUBUNGAN BETON BERWARNA(SNI 03-3436-2002-09)3.5000bjGenteng bubung beton berwarnaa. Rp.3,575.00= Rp.12,512.5010.8000kgSemen / PCa. Rp.1,175.63= Rp.12,696.750.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.4000Pekerjaa. Rp.39,550.00= Rp.15,820.000.0200Kep. Tukanga. Rp.53,020.00= Rp.1,060.400.0020Mandora. Rp.60,060.00= Rp.120.12Jumlah= Rp.54,014.17Dibulatkan= Rp.54,010.0010.1 M2PASANGAN GENTENG BETON BESAR BERWARNA + COATING(SNI 03-3436-2002-10)9.0000bjGenteng Beton besar berwarna +a. Rp.3,740.00= Rp.33,660.00Coatingan0.1000Tukang kayua. Rp.45,470.00= Rp.4,547.000.2000Pekerjaa. Rp.39,550.00= Rp.7,910.000.0100Kep. Tukanga. Rp.53,020.00= Rp.530.200.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.47,247.80Dibulatkan= Rp.47,240.0011.1 M'PASANGAN BUBUNGAN BETON BERWARNA + COATING(SNI 03-3436-2002-11)3.5000bjGenteng bubung beton berwarnaa. Rp.6,050.00= Rp.21,175.00+ Coatingan10.8000kgSemen / PCa. Rp.1,175.63= Rp.12,696.750.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.4000Pekerjaa. Rp.39,550.00= Rp.15,820.000.0200Kep. Tukanga. Rp.53,020.00= Rp.1,060.400.0020Mandora. Rp.60,060.00= Rp.120.12Jumlah= Rp.62,676.67Dibulatkan= Rp.62,670.0012.1 M2PASANGAN GENTENG KERAMIK KIA KECIL(SNI 03-3436-2002-12)24.0000bjGenteng keramik KIA kecila. Rp.5,280.00= Rp.126,720.000.0750Tukang kayua. Rp.45,470.00= Rp.3,410.250.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.0080Kep. Tukanga. Rp.53,020.00= Rp.424.160.0080Mandora. Rp.60,060.00= Rp.480.48Jumlah= Rp.136,967.39Dibulatkan= Rp.136,960.0013.1 M'PASANGAN BUBUNGAN KERAMIK KIA(SNI 03-3436-2002-13)5.0000bjGenteng bubungan keramik KIAa. Rp.12,650.00= Rp.63,250.0010.8000kgSemen / PCa. Rp.1,175.63= Rp.12,696.750.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.4000Pekerjaa. Rp.39,550.00= Rp.15,820.000.0200Kep. Tukanga. Rp.53,020.00= Rp.1,060.400.0020Mandora. Rp.60,060.00= Rp.120.12Jumlah= Rp.104,751.67Dibulatkan= Rp.104,750.0014.1 M2PASANGAN GENTENG PRES KARANGPILANG EXS. GOODYEAR(SNI 03-3436-2002-14)21.0000bjGenteng Karang pilang exs. Goodyeara. Rp.2,585.00= Rp.54,285.000.0750Tukang kayua. Rp.45,470.00= Rp.3,410.250.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.0080Kep. Tukanga. Rp.53,020.00= Rp.424.160.0080Mandora. Rp.60,060.00= Rp.480.48Jumlah= Rp.64,532.39Dibulatkan= Rp.64,530.0015.1 M'PASANGAN BUBUNGAN PRES KARANGPILANG EXS. GOODYEAR(SNI 03-3436-2002-15)3.0000bjGenteng bubungana. Rp.4,125.00= Rp.12,375.0010.8000kgSemen / PCa. Rp.1,175.63= Rp.12,696.750.0320m3Pasir pasanga. Rp.84,700.00= Rp.2,710.400.2000Tukang kayua. Rp.45,470.00= Rp.9,094.000.4000Pekerjaa. Rp.39,550.00= Rp.15,820.000.0200Kep. Tukanga. Rp.53,020.00= Rp.1,060.400.0020Mandora. Rp.60,060.00= Rp.120.12Jumlah= Rp.53,876.67Dibulatkan= Rp.53,870.0016.1 M2PASANGAN ASBES GELOMBANG BESAR(SNI 03-3436-2002-16)0.3500lbrAsbes gelombang besara. Rp.96,250.00= Rp.33,687.500.1200kgSekrup / Paku payunga. Rp.21,450.00= Rp.2,574.000.0700Tukang kayua. Rp.45,470.00= Rp.3,182.900.1400Pekerjaa. Rp.39,550.00= Rp.5,537.000.0070Kep. Tukang kayua. Rp.53,020.00= Rp.371.140.0070Mandora. Rp.60,060.00= Rp.420.42Jumlah= Rp.45,772.96Dibulatkan= Rp.45,770.0017.1 M2PASANGAN ASBES GELOMBANG KECIL(SNI 03-3436-2002-17)0.3500lbrAsbes gelombang kecila. Rp.66,825.00= Rp.23,388.750.1200kgSekrup / Paku payunga. Rp.21,450.00= Rp.2,574.000.0700Tukang kayua. Rp.45,470.00= Rp.3,182.900.1400Pekerjaa. Rp.39,550.00= Rp.5,537.000.0070Kep. Tukang kayua. Rp.53,020.00= Rp.371.140.0070Mandora. Rp.60,060.00= Rp.420.42Jumlah= Rp.35,474.21Dibulatkan= Rp.35,470.0018.1 M'PASANG BUBUNG ASBES GELOMBANG BESAR(SNI 03-3436-2002-18)1.1000lbrNok Asbes gelombang besara. Rp.46,750.00= Rp.51,425.006.0000bjSekrup / Paku payunga. Rp.715.00= Rp.4,290.000.1250Tukang kayua. Rp.45,470.00= Rp.5,683.750.0130Kep. Tukang kayua. Rp.53,020.00= Rp.689.260.0840Pekerjaa. Rp.39,550.00= Rp.3,322.200.0040Mandora. Rp.60,060.00= Rp.240.24Jumlah= Rp.65,650.45Dibulatkan= Rp.65,650.0019.1 M'PASANG BUBUNG ASBES GELOMBANG KECIL(SNI 03-3436-2002-19)1.1000lbrNok Asbes gelombang kecila. Rp.23,980.00= Rp.26,378.006.0000bjSekrup / Paku payunga. Rp.715.00= Rp.4,290.000.1250Tukang kayua. Rp.45,470.00= Rp.5,683.750.0130Kep. Tukang kayua. Rp.53,020.00= Rp.689.260.0840Pekerjaa. Rp.39,550.00= Rp.3,322.200.0040Mandora. Rp.60,060.00= Rp.240.24Jumlah= Rp.40,603.45Dibulatkan= Rp.40,600.00PEKERJAAN BESI DAN ALUMINIUM ( SNI DT 91-0014-2007 )1.1 M'PASANGAN TALANG DATAR / JURAI(SNI DT 91-0014-2007-01)1.0500m'Seng BJLS 30a. Rp.44,550.00= Rp.46,777.500.0150kgPakua. Rp.11,605.00= Rp.174.080.0190m3Kayu papana. Rp.3,300,000.00= Rp.62,700.000.4000Tukang besia. Rp.45,470.00= Rp.18,188.000.0250Kep. Tukanga. Rp.53,020.00= Rp.1,325.500.2000Pekerjaa. Rp.39,550.00= Rp.7,910.000.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.137,675.68Dibulatkan= Rp.137,670.002.1 M'PASANGAN TALANG 1/2 LINGKARAN dia. 15 CM(SNI DT 91-0014-2007-02)1.0500m'Seng BJLS 30a. Rp.44,550.00= Rp.46,777.500.0100kgPakua. Rp.11,605.00= Rp.116.050.5000kgBesi stripa. Rp.7,700.00= Rp.3,850.000.3000Tukang besia. Rp.45,470.00= Rp.13,641.000.0300Kep. Tukanga. Rp.53,020.00= Rp.1,590.600.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.0070Mandora. Rp.60,060.00= Rp.420.42Jumlah= Rp.72,328.07Dibulatkan= Rp.72,320.003.1 KgPASANG RANGKA KUDA-KUDA BAJA(SNI DT 91-0014-2007-03)1.1500kgBesi baja / WFa. Rp.8,800.00= Rp.10,120.000.0600Tukang lasa. Rp.45,470.00= Rp.2,728.200.0060Kep. Tukanga. Rp.53,020.00= Rp.318.120.0600Pekerjaa. Rp.39,550.00= Rp.2,373.000.0030Mandora. Rp.60,060.00= Rp.180.18Jumlah= Rp.15,719.50Dibulatkan= Rp.15,710.004.1 M2PASANG ROOLING DOOR ALUMINIUM(SNI DT 91-0014-2007-04)1.0000m2Rolling Doora. Rp.259,875.00= Rp.259,875.001.0000Tukang besia. Rp.45,470.00= Rp.45,470.000.1000Kep. Tukanga. Rp.53,020.00= Rp.5,302.001.0000Pekerjaa. Rp.39,550.00= Rp.39,550.000.0500Mandora. Rp.60,060.00= Rp.3,003.00Jumlah= Rp.353,200.00Dibulatkan= Rp.353,200.005.1 M2PASANG TERALI BESI(SNI DT 91-0014-2007-05)6.1770kgBesi Stripa. Rp.13,200.00= Rp.81,536.4027.0800cmPengelasana. Rp.850.00= Rp.23,018.001.6700Tukang besia. Rp.45,470.00= Rp.75,934.900.1670Kep. Tukanga. Rp.53,020.00= Rp.8,854.341.6700Pekerjaa. Rp.39,550.00= Rp.66,048.500.0830Mandora. Rp.60,060.00= Rp.4,984.98Jumlah= Rp.260,377.12Dibulatkan= Rp.260,370.00PEKERJAAN PLITURAN DAN PENGECATAN ( SNI P.C )1.1 M2MENGGOSOK DAN MENDEMPUL KAYU ( SNI P.C.01 )0.0800kgDempul / Plamira. Rp.15,400.00= Rp.1,232.000.0200kgMinyak Cata. Rp.14,740.00= Rp.294.800.0100kgBatu kambanga. Rp.5,500.00= Rp.55.000.0400Tukang cata. Rp.45,470.00= Rp.1,818.800.0040Kep. Tukang cata. Rp.53,020.00= Rp.212.080.0400Pekerjaa. Rp.39,550.00= Rp.1,582.000.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.5,344.83Dibulatkan= Rp.5,340.002.1 M2PELABURAN BIDANG KAYU DENGAN MELAMIN ( SNI P.C.02A )0.1429kgDempul / Wood filtera. Rp.40,000.00= Rp.5,716.000.2000kgPewarna / Wood stena. Rp.50,000.00= Rp.10,000.000.5000kgMelamine Seanding sealera. Rp.50,000.00= Rp.25,000.000.2000kgMelamine lack ( glass / dop )a. Rp.55,000.00= Rp.11,000.002.5000ltrThinner Ba. Rp.14,740.00= Rp.36,850.002.0000lbrKertas gosoka. Rp.8,800.00= Rp.17,600.000.2000klngCompounda. Rp.35,000.00= Rp.7,000.000.0750Pekerjaa. Rp.39,550.00= Rp.2,966.250.0900Tukang cata. Rp.45,470.00= Rp.4,092.300.0090Kep. Tukang cata. Rp.53,020.00= Rp.477.180.0250Mandora. Rp.60,060.00= Rp.1,501.50Alat bantu compressora. Rp.= Rp.2,500.00Jumlah= Rp.124,703.23Dibulatkan= Rp.124,700.003.1 M2PELABURAN BIDANG KAYU DENGAN POLITUR ( SNI P.C.02 )0.1500ltrPolitura. Rp.20,000.00= Rp.3,000.000.3720ltrPolitur Jadia. Rp.20,000.00= Rp.7,440.002.0000lbrKertas gosoka. Rp.8,800.00= Rp.17,600.000.0600Tukang cata. Rp.45,470.00= Rp.2,728.200.0160Kep. Tukang cata. Rp.53,020.00= Rp.848.320.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.31,766.67Dibulatkan= Rp.31,760.004.1 M2PELABURAN BIDANG KAYU DENGAN VERNIS ( SNI P.C.03 )0.1500ltrVernisa. Rp.33,000.00= Rp.4,950.000.0500ltrDempul/plamira. Rp.27,390.00= Rp.1,369.500.1000lbrKertas gosoka. Rp.8,800.00= Rp.880.000.0100bhKuasa. Rp.9,000.00= Rp.90.000.1600Tukang cata. Rp.45,470.00= Rp.7,275.200.0160Kep. Tukang cata. Rp.53,020.00= Rp.848.320.1600Pekerjaa. Rp.39,550.00= Rp.6,328.000.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.21,891.17Dibulatkan= Rp.21,890.005.1 M2PENGECATAN KAYU BARU ( 1 LPS PLAMIR + 1 LPS CAT DASAR + 3 LPS CAT PENUTUP ) ( SNI P.C.04 )0.2000kgMeni Kayu Pedanga. Rp.15,950.00= Rp.3,190.000.3500kgCat EMCOa. Rp.47,776.30= Rp.16,721.710.1700kgCat Dasara. Rp.47,776.30= Rp.8,121.970.1500kgDempul / Plamira. Rp.15,400.00= Rp.2,310.000.1050Tukang cata. Rp.45,470.00= Rp.4,774.350.0040Kep. Tukang cata. Rp.53,020.00= Rp.212.080.0700Pekerjaa. Rp.39,550.00= Rp.2,768.500.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.38,248.76Dibulatkan= Rp.38,240.006.1 M2PENGECATAN KAYU BARU ( 1 LPS PLAMIR + 1 LPS CAT DASAR + 2 LPS CAT PENUTUP ) ( SNI P.C.05 )0.2000kgMeni Kayu Pedanga. Rp.15,950.00= Rp.3,190.000.2600kgCat EMCOa. Rp.47,776.30= Rp.12,421.840.1700kgCat Dasara. Rp.47,776.30= Rp.8,121.970.1500kgDempul / Plamira. Rp.15,400.00= Rp.2,310.000.0090Tukang cata. Rp.45,470.00= Rp.409.230.0060Kep. Tukang cata. Rp.53,020.00= Rp.318.120.0700Pekerjaa. Rp.39,550.00= Rp.2,768.500.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.29,689.81Dibulatkan= Rp.29,680.007.1 M2PENGECATAN KAYU LAMA ( 1 LPS PLAMIR + 1 LPS CAT DASAR + 1 LPS CAT PENUTUP ) ( SNI P.C.06 )0.1700kgCat EMCOa. Rp.47,776.30= Rp.8,121.970.1700kgCat Dasara. Rp.47,776.30= Rp.8,121.970.1500kgDempul / Plamira. Rp.15,400.00= Rp.2,310.000.0750Tukang cata. Rp.45,470.00= Rp.3,410.250.0075Kep. Tukang cata. Rp.53,020.00= Rp.397.650.0700Pekerjaa. Rp.39,550.00= Rp.2,768.500.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.25,280.49Dibulatkan= Rp.25,280.008.1 M2MENGIKIS / MENGEROK PERMUKAAN CAT TEMBOK LAMA / M2 ( SNI.P.C.07 )0.0500kgSoda apia. Rp.25,000.00= Rp.1,250.000.1500Pekerjaa. Rp.39,550.00= Rp.5,932.500.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.7,332.65Dibulatkan= Rp.7,330.009.1 M2PENGECATAN TEMBOK BARU ( 1 LPS PLAMIR + 1 LPS CAT DASAR + 2 LPS CAT PENUTUP) ( SNI P.C.08 )0.2600kgCat tembok Paragona. Rp.11,000.00= Rp.2,860.000.1000kgCat Dasara. Rp.11,000.00= Rp.1,100.000.1000kgDempul / Plamira. Rp.4,950.00= Rp.495.000.0630Tukang cata. Rp.45,470.00= Rp.2,864.610.0063Kep. Tukang cata. Rp.53,020.00= Rp.334.030.0200Pekerjaa. Rp.39,550.00= Rp.791.000.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.8,594.79Dibulatkan= Rp.8,590.0010.1 M2PENGECATAN TEMBOK BARU ( 1 LPS PLAMIR + 1 LPS CAT DASAR + 2 LPS CAT PENUTUP) ( SNI P.C.09 )0.2600kgCat tembok Decolitha. Rp.12,100.00= Rp.3,146.000.1000kgCat Dasara. Rp.12,100.00= Rp.1,210.000.1000kgDempul / Plamira. Rp.4,950.00= Rp.495.000.0630Tukang cata. Rp.45,470.00= Rp.2,864.610.0063Kep. Tukang cata. Rp.53,020.00= Rp.334.030.0200Pekerjaa. Rp.39,550.00= Rp.791.000.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.8,990.79Dibulatkan= Rp.8,990.0011.1 M2PENGECATAN TEMBOK LAMA ( 1 LAPIS CAT DASAR + 2 LPS CAT PENUTUP ) ( SNI.P.C.10 )0.1800kgCat tembok Paragona. Rp.11,000.00= Rp.1,980.000.1200kgCat dasara. Rp.11,000.00= Rp.1,320.000.0420Tukang cata. Rp.45,470.00= Rp.1,909.740.0042Kep. Tukang cata. Rp.53,020.00= Rp.222.680.0280Pekerjaa. Rp.39,550.00= Rp.1,107.400.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.6,689.97Dibulatkan= Rp.6,680.0012.1 M2PENGECATAN BAJA ( SNI.P.C.11 )0.1000kgCat Besi Emcoa. Rp.47,776.00= Rp.4,777.600.0100bhKuasa. Rp.9,000.00= Rp.90.000.2000Tukang cata. Rp.45,470.00= Rp.9,094.000.0200Kep. Tukang cata. Rp.53,020.00= Rp.1,060.400.0200Pekerjaa. Rp.39,550.00= Rp.791.000.0100Mandora. Rp.60,060.00= Rp.600.60Jumlah= Rp.16,413.60Dibulatkan= Rp.16,410.0013.1 M2PENGECATAN GENTENG ( SNI.P.C.12 )0.2600kgCat Gentenga. Rp.22,660.00= Rp.5,891.600.0630Tukang cata. Rp.45,470.00= Rp.2,864.610.0063Kep. Tukang cata. Rp.53,020.00= Rp.334.030.0200Pekerjaa. Rp.39,550.00= Rp.791.000.0025Mandora. Rp.60,060.00= Rp.150.15Jumlah= Rp.10,031.39Dibulatkan= Rp.10,030.0014.1 M2WATERPROFING ATAP ( SNI.C.13 )0.3500m2Aquaproofa. Rp.44,700.00= Rp.15,645.001.0000klngSerat fibera. Rp.12,600.00= Rp.12,600.000.0750Tukang cata. Rp.45,470.00= Rp.3,410.250.0075Kep. Tukang cata. Rp.53,020.00= Rp.397.650.0500Pekerjaa. Rp.39,550.00= Rp.1,977.500.0025MandorJumlah= Rp.34,030.40Dibulatkan= Rp.34,030.00PEK. PENUTUP LANTAI & DINDING ( SNI DT 91-0012-2007 )1.1 M2PASANGAN TEGEL ABU-ABU 20x20(SNI DT 91-0012-2007-01)1.0500m2Tegel abu-abua. Rp.38,775.00= Rp.40,713.7510.4000kgSemen / PCa. Rp.1,175.63= Rp.12,226.500.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.500.1300Tukang batua. Rp.45,470.00= Rp.5,911.100.0130Kep. Tukang batua. Rp.53,020.00= Rp.689.260.2700Pekerjaa. Rp.39,550.00= Rp.10,678.500.0140Mandora. Rp.60,060.00= Rp.840.84Jumlah= Rp.74,871.45Dibulatkan= Rp.74,870.002.1 M2PASANGAN DINDING KERAMIK 20x25 Kw. 1(SNI DT 91-0012-2007-02)1.0500m2Keramik 20x25 ( Roman Kembang )a. Rp.43,560.00= Rp.45,738.009.3000kgSemen / PCa. Rp.1,175.63= Rp.10,933.311.9400kgSemen Warnaa. Rp.4,700.00= Rp.9,118.000.0180m3Pasir pasanga. Rp.84,700.00= Rp.1,524.600.4500Tukang batua. Rp.45,470.00= Rp.20,461.500.0450Kep. Tukang batua. Rp.53,020.00= Rp.2,385.900.6000Pekerjaa. Rp.39,550.00= Rp.23,730.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.115,693.11Dibulatkan= Rp.115,690.003.1 M2PASANGAN DINDING KERAMIK 20x25 Kw. 1(SNI DT 91-0012-2007-03)1.0500m2Keramik 20x25 ( Kobin Motif )a. Rp.41,250.00= Rp.43,312.509.3000kgSemen / PCa. Rp.1,175.63= Rp.10,933.311.9400kgSemen Warnaa. Rp.4,700.00= Rp.9,118.000.0180m3Pasir pasanga. Rp.84,700.00= Rp.1,524.600.4500Tukang batua. Rp.45,470.00= Rp.20,461.500.0450Kep. Tukang batua. Rp.53,020.00= Rp.2,385.900.6000Pekerjaa. Rp.39,550.00= Rp.23,730.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.113,267.61Dibulatkan= Rp.113,260.004.1 M2PASANGAN DINDING KERAMIK 20x25 Kw. 1(SNI DT 91-0012-2007-04)1.0500m2Keramik 20x25 polos Muliaa. Rp.34,100.00= Rp.35,805.009.3000kgSemen / PCa. Rp.1,175.63= Rp.10,933.311.9400kgSemen Warnaa. Rp.4,700.00= Rp.9,118.000.0180m3Pasir pasanga. Rp.84,700.00= Rp.1,524.600.4500Tukang batua. Rp.45,470.00= Rp.20,461.500.0450Kep. Tukang batua. Rp.53,020.00= Rp.2,385.900.6000Pekerjaa. Rp.39,550.00= Rp.23,730.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.105,760.11Dibulatkan= Rp.105,760.005.1 M2PASANGAN LANTAI KERAMIK 30x30 Kw. 1(SNI DT 91-0012-2007-05)1.0500m2Keramik 30x30 polos Romana. Rp.34,100.00= Rp.35,805.0010.0000kgSemen / PCa. Rp.1,175.63= Rp.11,756.251.5000kgSemen warnaa. Rp.4,700.00= Rp.7,050.000.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.500.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.6200Pekerjaa. Rp.39,550.00= Rp.24,521.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.102,515.75Dibulatkan= Rp.102,510.006.1 M2PASANGAN LANTAI KERAMIK 30x30 Kw. 1(SNI DT 91-0012-2007-06)1.0500m2Keramik 30x30 polos Muliaa. Rp.25,850.00= Rp.27,142.5010.0000kgSemen / PCa. Rp.1,175.63= Rp.11,756.250.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.501.5000kgSemen warnaa. Rp.4,700.00= Rp.7,050.000.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.6200Pekerjaa. Rp.39,550.00= Rp.24,521.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.93,853.25Dibulatkan= Rp.93,850.007.1 M2PASANGAN LANTAI KERAMIK 30x30 Kw. 1(SNI DT 91-0012-2007-07)1.0500m2Keramik 30x30 motifa. Rp.36,850.00= Rp.38,692.5010.0000kgSemen / PCa. Rp.1,175.63= Rp.11,756.250.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.501.5000kgSemen warnaa. Rp.4,700.00= Rp.7,050.000.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.6200Pekerjaa. Rp.39,550.00= Rp.24,521.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.105,403.25Dibulatkan= Rp.105,400.008.1 M2PASANGAN LANTAI KERAMIK 30x30 Kw. 1(SNI DT 91-0012-2007-08)1.0500m2Keramik 30x30 Mulia sembura. Rp.31,350.00= Rp.32,917.5010.0000kgSemen / PCa. Rp.1,175.63= Rp.11,756.250.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.501.5000kgSemen warnaa. Rp.4,700.00= Rp.7,050.000.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.6200Pekerjaa. Rp.39,550.00= Rp.24,521.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.99,628.25Dibulatkan= Rp.99,620.009.1 M2PASANGAN LANTAI KERAMIK MOTIF 40x40 Kw. 1(SNI DT 91-0012-2007-09)1.0500m2Keramik 40x40 Kw. 1 Platinuma. Rp.47,850.00= Rp.50,242.5010.0000kgSemen / PCa. Rp.1,175.63= Rp.11,756.250.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.501.5000kgSemen warnaa. Rp.4,700.00= Rp.7,050.000.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.6200Pekerjaa. Rp.39,550.00= Rp.24,521.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.116,953.25Dibulatkan= Rp.116,950.0010.1 M2PASANGAN LANTAI KERAMIK MOTIF 40x40 Kw. 1(SNI DT 91-0012-2007-10)1.0500m2Keramik 40x40 Kw. 1 Arwanaa. Rp.38,500.00= Rp.40,425.0010.0000kgSemen / PCa. Rp.1,175.63= Rp.11,756.250.0450m3Pasir pasanga. Rp.84,700.00= Rp.3,811.501.5000kgSemen warnaa. Rp.4,700.00= Rp.7,050.000.3500Tukang batua. Rp.45,470.00= Rp.15,914.500.0350Kep. Tukang batua. Rp.53,020.00= Rp.1,855.700.6200Pekerjaa. Rp.39,550.00= Rp.24,521.000.0300Mandora. Rp.60,060.00= Rp.1,801.80Jumlah= Rp.107,135.75Dibulatkan= Rp.107,130.00`11.1 M2PASANGAN LANTAI KERAMIK 40x40 POLOS(SNI DT 91-0012-2007-11)1.0500m2Keramik 40x40 Polos MASa. Rp.33,000.00= Rp.34,650.0010.0000kgSemen / PCa. Rp.1,175.63= Rp.11,756.250.0450m3Pasir pasanga. Rp.84,700