BantaengREKAPITULASI PENAWARAN BIAYARENOVASI MASJID JAMI' RAHMA BANTAENGPEKERJAAN: RENOVASI MASJID JAMI' RAHMA BANTAENGSUMBER DANA: -ANGGARAN: TAHUN 2009NOJ E N I S P E K E R J A A NTOTAL HARGA (Rp.)IPEK. PERSIAPANRp.2,950,000.00IIPEK. TANAH DAN PONDASIRp.14,963,555.22IIIPEK. STRUKTUR BETONRp.87,337,130.10IVPEKERJAAN DINDINGRp.50,466,176.65VPEKERJAAN KUSEN, PINTU DAN JENDELARp.15,793,287.42VIPEK. PLAFONDRp.24,602,917.24VIIPEKERJAAN LANTAIRp.19,772,780.46VIIIPEK. PENGECATANRp.19,320,305.05IXPEK. KONSTRUKSI ATAPRp.85,112,731.04XPEK. INSTALASI LISTRIKRp.5,825,350.00XIPEK. LAIN-LAINRp.6,862,980.00326,119.82TOTAL BIAYARp.333,007,213.180.0326,119.82'REAL COSTRp.33,300,721.32'REAL COSTRp.366,307,934.49PPN 10%Rp.33,300,721.32TOTAL BIAYARp.366,307,934.49DIBULATKANRp.333,000,000.00TERBILANG : TIGA RATUS TIGA PULUH TIGA JUTA RUPIAH,-0.00585Bantaeng, Juli 20090.0014250.000675Diketahui/Disetujui,Pelaksana,0.00795KETUA PANITIARENOVASI MASJID JAMI' RAHMA BANTAENG( AHMAD SALAM, SE )(Ir. H. MURSYID MUSTAFA, M. Si.)RENCANA PENAWARAN BIAYARENOVASI MASJID JAMI' RAHMA BANTAENGPEKERJAAN: RENOVASI MASJID JAMI' RAHMA BANTAENGSUMBER DANA: -ANGGARAN: TAHUN 2009NOURAIAN PEKERJAANVOL.SAT.HRG. SAT. (Rp.)JML. HARGABatu GunungPasir UrugPasirBatu PecahSemen @50KgBesi BetonDia. 6Besi Beton Dia. 8Besi Beton Dia. 10Besi Beton Dia. 12Besi Beton Dia. 14Besi Beton Dia. 16Besi Beton Dia. 19Besi Beton Dia. 22Kawat BetonPakuBatu BataPapan Kelas IIIMinyak BekistingMultipleks 9mmBalok Kayu Kelas IIKayu DolkenRangka Plafond (hollow 4x4)Rangka Plafond (hollow 2x4)Gypsum 9mmGRCKeramik 30/30Cat AvitexPlamurCat GlotexResiduAtap SpandekNokWoodplankLoster Motif BintangKusen Kayu KelasIPapan Kayu Kelas IPapan Kayu Kelas IIKaca 5 mmEngsel PintuKunci PintuGrendel PintuIPEK. PERSIAPANm3m3m3m3ZakbtgbtgbtgbtgbtgbtgbtgbtgKgKgBijim3ltrlbrm3Btgm1m1lbrlbrDosKgKgKgKgm2m'lbrBhm3m3m3m2bhbhbh1.Pek. Pembersihan dan Pas. Bowplank1.00Ls450,000.00450,000.002.Pek. Pembongkaran Bangunan Existing1.00Ls2,500,000.002,500,000.00Jumlah I2,950,000.00IIPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi31.44m315,800.00496,694.222.Pek. Urugan Kembali7.86m37,575.0059,532.573.Pek. Pasir Urug (Di Bawah Pondasi)2.93m3110,550.00323,726.663.514.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)4.82m223,479.81113,078.770.150.181.305.Pek. Pondasi Batu Kosong5.97m3195,795.001,169,334.107.176.Pek. Pondasi Batu Gunung 1:410.38m3402,755.004,180,052.2111.4233.837.Pek. Pondasi Trassram 1/2 Bata (Tangga)26.78m266,685.001,786,129.721.156.162410.618.Pek. Rabat t=5 cm (Tangga)1.76m223,479.8141,324.470.080.070.489.Pek. Pondasi Poer P1-Beton K1751.19m3514,954.37613,743.210.650.917.77-Besi Beton250.35Kg9,280.002,323,248.749.089.313.76-Bekisting 3x Pakai10.80m239,743.33429,228.003.240.431.0810.Pek. Stek Poer P1-Beton K1751.42m3514,954.37733,295.020.771.099.28-Besi Beton201.93kg9,280.001,873,865.1114.5515.133.03-Bekisting 3x Pakai20.64m239,743.33820,302.406.190.832.06Jumlah II14,963,555.22IIIPEK. STRUKTUR BETON1.Pek. SloefPek. Sloef S (20/25)-Beton K1751.61m3514,954.37830,631.180.881.2310.52-Besi Beton240.92Kg9,280.002,235,728.660.013.7019.453.61-Bekisting 3x Pakai16.13m243,076.67694,834.824.840.731.61Pek. Sloef S1 (20/25)-Beton K1750.41m3514,954.37213,191.11-Besi Beton69.93Kg9,280.00648,977.13-Bekisting 3x Pakai5.52m243,076.67237,783.202.Pek. KolomKolom Type K1-Beton K1758.75m3514,954.374,506,831.174.756.6757.06-Besi Beton980.99Kg9,280.009,103,606.0072.8172.6814.71-Bekisting 3x Pakai126.85m280,888.3310,260,963.3450.745.0725.3744.401.90253.71Kolom Type K2 (Dia. 25cm)-Beton K1751.01m3514,954.37521,577.120.550.776.60-Besi Beton174.34Kg9,280.001,617,915.490.07.8621.262.62-Bekisting 3x Pakai45.50m280,888.333,680,688.6218.201.829.1015.930.6891.01Kolom Type K3 15/15-Beton K1751.43m3514,954.37736,337.880.781.099.32-Besi Beton256.05kg9,280.002,376,188.9212.3830.773.84-Bekisting 3x Pakai50.77m280,888.334,106,377.1320.312.0310.1517.770.76101.53Kolom Type K4 (40/40)-Beton K1752.14m3514,954.371,104,062.161.161.6313.98-Besi Beton67.46kg9,280.00625,991.689.891.01-Bekisting 3x Pakai21.44m280,888.331,734,245.878.580.864.297.500.3242.88Kolom 15/15 Pada Menara Bag. Atas-Beton K1750.69m3514,954.37353,563.550.370.524.48-Besi Beton158.55kg9,280.001,471,367.0110.8017.342.38-Bekisting 3x Pakai28.61m280,888.332,314,053.4411.441.145.7210.010.4357.22Kolom Dia. 10cm Pada Menara-Beton K1750.14m3514,954.3769,916.090.070.100.89-Besi Beton57.79Kg9,280.00536,334.704.006.280.87-Bekisting 3x Pakai5.43m280,888.33438,893.632.170.221.091.900.0810.853.Pek. Ringbalk dan BalokRingbalk (15/20) Pada Plat Beton Atap-Beton K1750.41m3514,954.37213,191.110.220.322.70-Besi Beton49.87Kg9,280.00462,758.524.065.090.75-Bekisting 3x Pakai7.59m283,888.33636,712.453.040.301.522.660.1415.18Ringbalk Rb1 (25/40) Pada Kolom Tengah-Beton K1750.46m3514,954.37237,908.920.250.353.01-Besi Beton100.29Kg9,280.00930,707.162.852.877.181.50-Bekisting 3x Pakai16.17m283,888.331,356,474.356.470.653.235.660.2932.34Ringbalk Rb (15/20)-Beton K1751.16m3514,954.37597,862.020.630.887.57-Besi Beton138.64Kg9,280.001,286,581.4311.8313.852.08-Bekisting 3x Pakai20.74m283,888.331,739,424.598.290.834.157.260.3741.47Plat Lisplank t=10 cm (Tampak Depan)-Beton K1750.92m3514,954.37475,817.830.500.706.02-Besi Beton97.39Kg9,280.00903,775.4914.281.46-Bekisting 3x Pakai18.06m283,888.331,515,023.307.220.723.616.320.3336.12Balok 15/20 Pada Menara dan Bangunan Sudut-Beton K1752.56m3514,954.371,316,995.791.391.9516.67-Besi Beton174.70Kg9,280.001,621,174.6915.8416.952.62-Bekisting 3x Pakai46.89m283,888.333,933,314.2318.761.889.3816.410.8493.78Balok 25/40 Pada Menara-Beton K1751.05m3514,954.37541,937.970.570.806.86-Besi Beton164.68Kg9,280.001,528,192.128.121.996.952.47-Bekisting 3x Pakai11.05m283,888.33926,982.864.420.442.213.870.2022.10Balok Praktis Di Atas Kusen (14/15)-Beton K1750.57m3514,954.37291,979.130.310.433.70-Besi Beton99.18Kg9,280.00920,372.907.6310.361.49-Bekisting 3x Pakai8.10m283,888.33679,495.503.240.321.622.840.1516.204.Pekerjaan Plat Beton Atap t = 10cm2.86m31,879,656.265,369,050.151.291.8118.6241.880.049.520.954.768.330.36142.765.Plat Beton Pada Menara (Termasuk Plat Miring)3.76m31,879,656.267,061,744.711.702.3924.5055.090.0612.521.256.2610.950.47187.776.Pekerjaan Profil Beton Di Atas Kolom (15/25)-Beton K1750.73m3514,954.37375,305.180.400.564.75-Besi Beton100.71Kg9,280.00934,547.507.6110.601.51-Bekisting 3x Pakai12.63m283,888.331,059,740.345.050.512.534.420.2325.27Jumlah III87,337,130.10IVPEKERJAAN DINDING1.Pas. Pasangan Batu 1/2 Bata (1:5)111.21m265,117.807,242,006.135.0021.5310009.252.Pas. Pasangan Batu 1 Bata (1:5)109.81m2134,042.0014,718,531.4111.2019764.973.Pek. Plesteran Biasa( 1 : 5 )444.41m223,166.6410,295,571.9711.554.Pek. Plesteran Beton ( 1 : 4 )278.10m224,000.406,674,579.370.06.675.Pek. Acian722.52m214,006.0010,119,566.506.Pek. Pas. Bata Tempel Pada List Profil Kolom38.87m122,500.00874,575.000.867.Pek. Pas. Bata Les Plat Atap17.19m122,500.00386,685.000.238.Pek. Ornamen Kolom Bulat (Pas. Bata 1/2)2.38m265,117.80154,661.290.09213.76Jumlah IV50,466,176.65VPEKERJAAN KUSEN, PINTU DAN JENDELA1.Pek. Kusen Kayu Kelas I (5/14)0.22m39,373,500.002,089,690.600.252.Pek. Daun Pintu Kaca7.87m2209,250.001,647,216.000.195.593.Pek. Daun Pintu Panil Kayu Kelas II4.56m2305,250.001,391,024.250.184.Pas. Kaca Mati (Leher Kubah)11.76m2113,458.751,334,274.905.Pek. Pas. Teralis Motif Bintang Pada Ventilasi dan Jendela16.08m2450,000.0081,529.965.Pek. Engsel Pintu18Bh48,958.75881,257.501,626.5818.006.Pek. Kunci Pintu6Bh191,945.001,151,670.0067.Pek. Grendel Pintu3Bh33,958.75101,876.2538.Pek. Ornamen Motif Bintang Pada Menara4Bh51,321.48205,285.9281,529.969.Pek. Loster Motif Bintang Sisi Menara15.81m2224,000.003,540,992.00-1852.099331557828810.Pas. Kusen Aluminium 3" x 1 1/2" (Pada Leher Kubah)46m175,000.003,450,000.00Jumlah V15,793,287.421852.0993315578VIPEK. PLAFOND1.Pek. Rangka Plafond Kayu Kelas II188.58m275,125.000.01.Pek. Plafond Gypsum 9 mm Rangka Hollow188.58m287,901.3516,576,524.48396.02156.5268.642.Pek. Plafond (Overstek) GRC, T = 4 mm Rangka Hollow66.39m286,249.755,726,379.65139.4355.1124.174.Pas. List Plafond Gypsum102.05m122,538.102,300,013.11Jumlah VI24,602,917.24VIIPEKERJAAN LANTAI1.Pek. Urugan Tanah Di Bawah Lantai27.15m3108,750.002,952,432.00104.802.Pek. Urugan Pasir Di Bawah Lantai4.54m3110,550.00501,950.065.453.Pek. Lantai Kerja Beton Tebal 5 cm90.81m223,479.812,132,192.232.903.4524.524.Pek. Lantai Keramik 30/30 cm (Teras)104.80m2109,275.0011,451,692.174.7220.96105.845.Pek. Lantai Keramik 30/30 cm (Tangga)25.02m2109,275.002,734,513.991.135.0025.27Jumlah VII19,772,780.46VIIIPEK. PENGECATAN31.84810.509841.Pek. Cat Tembok722.52m218,991.5013,721,672.65187.8572.252.Pek. Cat Plafond254.97m218,991.504,842,338.7266.2925.503.Pek. Cat Kayu (Kusen dan Listplank)32.53m219,079.50620,627.908.464.Pek. Cat List Profil Gypsum7.14m218,991.50135,665.781.860.71Jumlah VIII19,320,305.05IXPEK. KONSTRUKSI ATAP1.Pek. Rangka Atap Baja Ringan290.46m2160,000.0046,473,920.002.Pek. Penutup Atap Spandek290.46m295,680.0027,791,404.1626,432,042.00348.553.Nok/Bubungan Atap Spandek56.80m173,250.004,160,600.0062.484.Pek. Listplank Woodplank82.95m180,612.506,686,806.88248.8521.77Jumlah IX85,112,731.04XPEK. INSTALASI LISTRIK1.Pek. Instalasi Titik Mata Lampu17ttk221,850.003,771,450.002.Pek. Instalasi Titik Stop Kontak2ttk174,450.00348,900.003.Pas. Lampu SL 15 Watt Ex. Philips8bh50,000.00400,000.004.Pas. Lampu SL 25 Watt Ex. Philips9bh55,000.00495,000.005.Pas. Saklar Tunggal2bh35,000.0070,000.006.Pas. Saklar Ganda2bh35,000.0070,000.007.Pas. Stop Kontak2bh35,000.0070,000.008.Pas. Panel MCB1Unit600,000.00600,000.00Jumlah X5,825,350.00XIPEK. LAIN-LAIN1.Ornamen Puncak Atap3Bh1,500,000.004,500,000.002.Penangkal Petir1Unit750,000.00750,000.003.Saluran Air Dari Atap (Pipa PVC 3")28m141,535.001,162,980.004.Pas. Talang Air PVC4m175,000.00300,000.005.Pek. Pembersihan1Ls150,000.00150,000.00Jumlah XI6,862,980.0018.588.9662.9727.92328.100.00194.02299.32143.020.0018.830.000.0049.81204.2432398.5920.9899.74166.227.551170.18784.30211.6368.6424.17131.12256.0098.468.460.00348.5562.4821.77288.000.250.190.185.5918.006.003.0015.807.6253.5323.73278.880.00194.02299.32143.020.0018.830.000.0042.34173.6027538.8017.8384.78141.296.42994.65666.65179.8858.3520.54111.45217.6083.697.190.00296.2753.1118.51288.000.210.160.154.7518.006.003.00Rekapitulasi Material/Bahan Pembangunan Masjid Jami' Rahma BantaengNoNama MaterialVolumeSatuan1.0Batu Gunung15.80m32.0Pasir Urug7.62m33.0Pasir53.53m34.0Batu Pecah23.73m35.0Semen @50Kg279Zak7.0Besi Beton Dia. 8194btg8.0Besi Beton Dia. 10299btg9.0Besi Beton Dia. 12143btg11.0Besi Beton Dia. 1619btg14.0Kawat Beton42.34Kg15.0Paku173.60Kg16.0Batu Bata27539Biji17.0Papan Kelas III5.94m318.0Minyak Bekisting84.78ltr19.0Multipleks 9mm47lbr20.0Balok Kayu Kelas II2.14m321.0Kayu Dolken332Btg22.0Rangka Plafond (hollow 4x4)666.65m123.0Rangka Plafond (hollow 2x4)179.88m124.0Gypsum 9mm58lbr25.0GRC21lbr26.0Keramik 30/30111Dos27.0Cat Avitex217.60Kg28.0Plamur83.69Kg29.0Cat Glotex7.19Kg31.0Atap Spandek296.27m232.0Nok53.11m'33.0Woodplank19lbr34.0Loster Motif Bintang288Bh35.0Kusen Kayu KelasI0.21m336.0Papan Kayu Kelas I0.16m337.0Papan Kayu Kelas II0.15m338.0Kaca 5 mm4.75m239.0Engsel Pintu18bh40.0Kunci Pintu6bh41.0Grendel Pintu3bh

PangkepREKAPITULASI RENCANA ANGGARAN BIAYA (RAB)PEMBANGUNAN MASJID NURUL YASIN KABUPATEN PANGKEPPEKERJAAN: PEMBANGUNAN MASJID NURUL YASIN KABUPATEN PANGKEPSUMBER DANA: -ANGGARAN: TAHUN 2009NOJ E N I S P E K E R J A A NTOTAL HARGA (Rp.)IPEK. PERSIAPANRp.200,000.00200,000.00IIPEK. TANAH DAN PONDASIRp.39,182,118.3639,182,118.36IIIPEK. STRUKTUR BETONRp.106,200,012.64106,200,012.64IVPEKERJAAN DINDINGRp.48,800,765.3448,800,765.34VPEKERJAAN PINTU DAN JENDELARp.26,862,709.5826,862,709.58VIPEK. PLAFONDRp.8,076,582.378,076,582.37VIIPEKERJAAN LANTAIRp.25,970,544.8325,970,544.83VIIIPEK. PENGECATANRp.17,241,466.0217,241,466.02IXPEK. KONSTRUKSI ATAPRp.50,707,262.8350,707,262.83XPEK. INSTALASI LISTRIKRp.3,450,600.003,450,600.00XIPEK. LAIN-LAINRp.6,311,660.000.006,311,660.00REAL COSTRp.333,003,721.97'REAL COSTRp.33,300,372.20'REAL COSTRp.366,304,094.16PPN 10%Rp.33,300,372.20TOTAL BIAYARp.366,304,094.16DIBULATKANRp.333,000,000.00333,333,333.00TERBILANG : TIGA RATUS TIGA PULUH TIGA JUTA RUPIAH,-Pangkep, Juli 2009Diketahui/Disetujui,Pelaksana,KETUA PANITIAPEMBANGUNAN MASJID NURUL YASIN PANGKEP( H. M. YUSUF )(Ir. H. MURSYID MUSTAFA, M.Si.)RENCANA ANGGARAN BIAYA (RAB)PEMBANGUNAN MASJID NURUL YASIN KABUPATEN PANGKEPPEKERJAAN: PEMBANGUNAN MASJID NURUL YASIN KABUPATEN PANGKEPSUMBER DANA: -ANGGARAN: TAHUN 2009NOURAIAN PEKERJAANVOL.SAT.HRG. SAT. (Rp.)JML. HARGABatu GunungPasir UrugPasirKerikil (Max. 30mm)Semen @40KgBesi BetonDia. 6Besi Beton Dia. 8Besi Beton Dia. 10Besi Beton Dia. 12Besi Beton Dia. 14Besi Beton Dia. 16Besi Beton Dia. 19Besi Beton Dia. 22Kawat BetonPakuBatu BataPapan Kelas IIIMinyak BekistingMultipleks 9mmBalok Kayu Kelas IIKayu DolkenRangka Plafond (hollow 4x4)Rangka Plafond (hollow 2x4)Gypsum 9mmGRCKeramik 30/30Keramik 40/40Keramik 10/40Cat AvitexPlamurCat Kayu ICIResiduAtap SpandekNok AtapWoodplankLoster Motif BintangKusen Kayu Kelas IPapan Kayu Kelas IPapan Kayu Kelas IIKaca 5 mmEngsel PintuKunci PintuGrendel PintuIPEK. PERSIAPANm3m3m3m3ZakbtgbtgbtgbtgbtgbtgbtgbtgKgKgBijim3ltrlbrm3Btgm1m1lbrlbrDosDosDosKgKgKgKgm2m'lbrBhm3m3m3m2bhbhbh1.Pek. Pembersihan dan Pas. Bowplank1.00Ls200,000.00200,000.00Jumlah200,000.00IIPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi76.25m315,800.001,204,792.3475.032.Pek. Urugan Kembali19.06m37,575.00144,403.5118.763.Pek. Pasir Urug (Di Bawah Pondasi)6.62m382,950.00549,196.697.247.944.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)5.20m223,369.28121,520.230.170.1770.204.Pek. Pondasi Batu Kosong10.45m3200,895.002,100,140.2619.2712.545.Pek. Pondasi Batu Gunung 1:465.34m3410,495.0026,820,511.8268.6171.8733.9810649.936.Pek. Pondasi Trassram 1/2 Bata (Tangga Selasar)30.87m259,455.001,835,375.8522.951.33355.018.Pek. Pondasi Trassram 1 Bata (Selasar)52.88m2122,877.000.07.Pek. Pondasi Poer P1-Beton K1751.06m3511,148.65544,250.640.580.81347.11-Besi Beton250.35Kg9,280.002,323,248.7499.84102.403.76-Bekisting 3x Pakai10.32m239,693.33409,635.203.100.411.038.Pek. Stek Poer P1-Beton K1750.85m3511,148.65435,907.570.460.65278.01-Besi Beton201.93kg9,280.001,873,865.11138.24166.403.03-Bekisting 3x Pakai20.64m239,693.33819,270.406.190.832.06Jumlah39,182,118.36IIIPEK. STRUKTUR BETON1.Pek. Sloef S (15/20)-Beton K1752.14m3511,148.651,094,819.071.881.161.63698.25-Besi Beton338.65Kg9,280.003,142,629.01285.06216.23285.985.08-Bekisting 3x Pakai28.56m243,026.671,228,772.7625.088.571.292.862.Pek. KolomType Kolom K1-Beton K1755.21m3511,148.652,663,395.255.642.833.971698.66-Besi Beton975.45Kg9,280.009,052,169.321,055.27716.91782.0814.63-Bekisting 3x Pakai98.74m279,871.677,886,336.67106.8239.503.9519.7534.561.48197.48Type Kolom K2 15/15-Beton K1751.35m3511,148.65690,050.681.350.731.03440.10-Besi Beton212.94Kg9,280.001,976,060.93212.94163.2240.003.19-Bekisting 3x Pakai36.00m279,871.672,875,380.0036.0014.401.447.2012.600.5472.00Type Kolom K3 (Dia. 25cm)-Beton K1753.42m3511,148.651,748,150.293.421.862.611114.93-Besi Beton349.96kg9,280.003,247,640.97349.96178.72315.365.25-Bekisting 3x Pakai23.19m279,871.671,851,825.2323.199.270.934.648.110.3546.37Type Kolom Praktis Kp (15/15)-Beton K1752.78m3511,148.651,421,025.962.781.512.12906.30-Besi Beton547.77kg9,280.005,083,305.60547.77483.60576.968.22-Bekisting 3x Pakai42.55m279,871.673,398,699.1642.5517.021.708.5114.890.6485.10Kolom Praktis Diatas Kolom Bundar (15/15)-Beton K1750.43m3511,148.65220,080.160.430.230.33140.36-Besi Beton88.78kg9,280.00823,891.3988.7879.0093.121.33-Bekisting 3x Pakai13.25m279,871.671,058,139.8413.255.300.532.654.640.2026.50Kolom 15/15 Pada Menara Bag. Atas-Beton K1751.08m3511,148.65552,040.541.080.590.82352.08-Besi Beton156.77Kg9,280.001,454,807.04156.7796.00192.002.35-Bekisting 3x Pakai28.80m279,871.672,300,304.0028.8011.521.155.7610.080.4357.60Kolom Dia. 10cm Pada Menara-Beton K1750.14m3511,148.6569,399.380.140.070.1044.26-Besi Beton63.53Kg9,280.00589,541.6263.5325.3486.400.95-Bekisting 3x Pakai5.43m279,871.67433,771.615.432.170.221.091.900.0810.863.Pek. Ringbalk, Balok, Dan KonsolRingbalk Rb1 (20/30)-Beton K1754.99m3511,148.652,550,734.004.992.713.801626.81-Besi Beton992.25Kg9,280.009,208,108.76992.25494.66332.68415.8514.88-Bekisting 3x Pakai54.89m282,871.674,549,008.1054.8921.962.2010.9819.210.99109.78Ringbalk Rb2 (15/20)-Beton K1751.25m3511,148.65640,152.351.250.680.95408.28-Besi Beton200.16Kg9,280.001,857,473.53200.16128.82168.583.00-Bekisting 3x Pakai16.70m282,871.671,383,824.2416.706.680.673.345.840.3033.40Balok Konsol BK-Beton K1750.65m3511,148.65331,592.350.650.350.49211.48-Besi Beton177.74Kg9,280.001,649,449.18177.7470.1895.042.67-Bekisting 3x Pakai11.10m282,871.67919,875.5011.104.440.442.223.890.2022.20Balok Konsol BK'-Beton K1750.09m3511,148.650.0-Besi Beton33.31Kg9,280.000.0-Bekisting 3x Pakai1.85m282,871.670.0Balok Konsol BK'-Beton K1750.09m3511,148.6546,923.450.090.050.0729.93-Besi Beton33.31Kg9,280.00309,161.3433.3111.618.200.50-Bekisting 3x Pakai1.85m282,871.67153,312.581.850.740.070.370.650.033.70Balok Pada Menara (15/20)-Beton K1751.50m3511,148.65765,680.231.280.811.14488.33-Besi Beton213.79Kg9,280.001,983,960.54186.5893.21199.733.21-Bekisting 3x Pakai27.46m282,871.672,275,871.4323.5210.991.105.499.610.4954.93Balok 15/30 Pada Lisplank Pas. Bata Tepi Plat Atap-Beton K1750.29m3511,148.650.0-Besi Beton38.09Kg9,280.000.0-Bekisting 3x Pakai4.81m282,871.670.0Balok Pada Menara (20/40)-Beton K1750.84m3511,148.65430,346.27-Besi Beton143.80Kg9,280.001,334,444.49-Bekisting 3x Pakai10.52m282,871.67872,141.424.Pekerjaan Plat Beton Atap t = 9cm4.26m31,678,319.737,154,878.394.261.933.251389.78687.604.8010.651.075.339.320.40159.805.Plat Beton Pada Menara t =10cm1.23m31,864,799.702,291,838.831.230.560.94400.65198.231.543.410.341.712.990.1351.196.Dinding Beton Miring Pada Menara t =10cm1.96m31,864,799.703,663,212.522.550.891.50640.39316.842.465.450.552.734.770.2081.827.Pekerjaan Profil Beton Di Atas Jendela dan Pintu (20/44)-Beton K1753.14m3511,148.651,604,676.033.141.702.391023.43-Besi Beton196.50Kg9,280.001,823,482.98196.50140.69227.752.95-Bekisting 3x Pakai24.97m282,871.672,069,481.6924.979.991.004.998.740.4549.948.Pekerjaan Plat Beton Listplank Pada Tepi Plat Atap t=10cm-Beton K1750.44m3511,148.65224,905.410.440.240.34143.44-Besi Beton49.85Kg9,280.00462,589.4449.8580.400.75-Bekisting 3x Pakai9.42m282,871.67780,651.109.423.770.381.883.300.1718.84Jumlah106,200,012.64IVPEKERJAAN DINDING1.Pas. Pasangan Batu 1/2 Bata (1:5)248.84m257,924.2014,413,590.90249.9311.202408.7317418.482.Pek. Plesteran Biasa( 1 : 5 )497.67m223,062.9611,477,761.29499.8512.942579.933.Pek. Plesteran Beton ( 1 : 4 )303.01m223,875.607,234,499.94304.677.271890.774.Pek. Acian785.65m213,941.0010,952,781.07790.932553.375.Pek. Loster Beton Motif Bintang Sisi Menara16.50m2222,000.003,663,000.0016.50264.006.Pek. Les Plat Atap30.33m121,319.89646,632.1430.330.411415.127.Pek. Pas Dinding GRC Pada Leher Kubah5.50m275,000.00412,500.005.505.50Jumlah48,800,765.34VPEKERJAAN PINTU DAN JENDELA1.Pintu Type P15Unit1,752,674.850.02.Jendela Type J14Unit1,511,179.040.03.Jendela Type J3 (Diatas Kusen Mesjid)9Unit460,772.000.01.Jendela Type J3 (Pada Atap Mesjid)4Unit656,339.552,625,358.2045.Ventilasi Type V25Unit305,128.300.052.Kusen Kayu Kelas I0.85m39,373,500.007,927,150.200.8456980.853.Daun Pintu Kaca20.70m2209,250.004,331,475.0020.70.5022.774.Pek. Teralis Hollow21.72m2450,000.009,774,900.0021.7225.Pek. Pas Kaca Mati2.34m2113,458.75264,926.182.3352.346.Pas. Engsel Pintu20Bh48,958.75979,175.002020.007.Pas. Kunci Pintu5Bh191,945.00959,725.0055.00Jumlah26,862,709.58VIPEK. PLAFOND1.Pek. Plafond Gypsum 9 mm Rangka Hollow114.75m270,382.938,076,582.37114.75240.9895.24114.75Jumlah8,076,582.37VIIPEKERJAAN LANTAI1.Pek. Urugan Tanah Di Bawah Lantai (Upah)111.99m310,950.001,226,321.71155.602.Pek. Urugan Pasir Di Bawah Lantai24.86m382,950.002,062,381.7029.8929.843.Pek. Lantai Kerja Beton Tebal 5 cm172.54m223,369.284,032,237.56172.865.505.502329.354.Pek. Lantai Keramik 30/30 cm23.81m296,955.002,308,576.1123.821.07238.1123.815.Pek. Lantai Keramik 40/40 cm145.87m2103,575.0015,108,899.55145.876.561458.74145.876.Pek. Lantai Keramik 10/40 cm11.90m2103,575.001,232,128.2011.900.54118.9611.90Jumlah25,970,544.83VIIIPEK. PENGECATAN1.Pek. Cat Tembok785.65m218,871.5014,826,440.57790.93204.2778.572.Pek. Cat Plafond114.75m218,871.502,165,542.37114.7529.8411.483.Pek. Cat Kayu12.57m219,847.50249,483.0712.573.27Jumlah17,241,466.02IXPEK. KONSTRUKSI ATAP1.Pek. Rangka Atap Baja Ringan168.85m2152,000.0025,664,640.64168.852.Pek. Penutup Atap Spandek168.85m294,480.0015,952,600.31168.85168.853.Nok/Bubungan Atap Spandek102.00m162,250.006,349,500.00102.00102.004.Pek. Listplank Woodplank41.90m165,406.252,740,521.8841.9041.90Jumlah50,707,262.83XPEK. INSTALASI LISTRIK1.Pek. Instalasi Titik Mata Lampu10ttk178,650.001,786,500.0010.002.Pek. Instalasi Titik Stop Kontak2ttk142,050.00284,100.002.003.Pas. Lampu SL 25 Watt Ex. Philips10bh50,000.00500,000.0010.004.Pas. Saklar Tunggal2bh40,000.0080,000.002.005.Pas. Saklar Ganda2bh40,000.0080,000.002.006.Pas. Stop Kontak3bh40,000.00120,000.003.007.Pas. Panel MCB1Unit600,000.00600,000.001.00Jumlah3,450,600.00XIPEK. LAIN-LAIN1.Pek. Kran Air 1/2" Tempat Wudhu16Bh28,750.00460,000.00162.Pipa Air Bersih (Pipa GIP 1")12m141,805.00501,660.00123.Ornamen Puncak Atap3Bh1,500,000.004,500,000.0034.Penangkal Petir1Unit750,000.00750,000.0015.Pek. Pembersihan1Ls100,000.00100,000.001Jumlah6,311,660.0084.4237.78100.9134.62961.270.00276.04245.39213.7037.8019.600.000.0084.5365.0417418.486.7594.5851.702.36360.50240.9895.2439.841.9124.05151.9512.39234.1190.043.270.00168.85102.0041.90264.000.850.500.0025.1120.005.000.0071.7532.1185.7729.43817.080.00276.04245.39213.7037.8019.600.000.0071.8555.2814805.715.7480.3943.952.01306.43204.8380.9639.841.9124.05151.9512.39198.9976.532.780.00168.85102.0041.90264.000.850.420.0021.3420.005.000.00Rekapitulasi Material/Bahan Pembangunan Masjid Nurul Yasin PangkepNoNama MaterialVolumeSatuanBahan MasukKet.1.0Batu Gunung71.75m32.0Pasir Urug32.11m33.0Pasir85.77m34.0Kerikil (Max. 30mm)29.43m35.0Semen @40Kg817Zak7.0Besi Beton Dia. 8276btg8.0Besi Beton Dia. 10245btg9.0Besi Beton Dia. 12214btg10.0Besi Beton Dia. 1438btg11.0Besi Beton Dia. 1620btg12.0Kawat Beton71.85Kg13.0Paku55.28Kg14.0Batu Bata14806Biji15.0Papan Kelas III5.74m316.0Minyak Bekisting80ltr17.0Multipleks 9mm44lbr18.0Balok Kayu Kelas II2.01m319.0Kayu Dolken306Btg20.0Rangka Plafond (hollow 4x4)204.83m121.0Rangka Plafond (hollow 2x4)80.96m122.0Gypsum 9mm40lbr23.0Keramik 30/3024Dos24.0Keramik 40/40152Dos25.0Keramik 10/4012Dos26.0Cat Avitex198.99Kg27.0Plamur76.53Kg28.0Cat Kayu ICI2.78Kg29.0Atap Spandek168.85m230.0Nok Atap102.00m'31.0Woodplank10lbr32.0Loster Motif Bintang264Bh33.0Kusen Kayu Kelas I0.85m334.0Papan Kayu Kelas I0.42m335.0Kaca 5 mm21.34m236.0Engsel Pintu20bh37.0Kunci Pintu5bh38.0Grendel Pintu5bh

BarruREKAPITULASI RENCANA ANGGARAN BIAYA (RAB)RENOVASI MASJID JAMI' MASDARUDDA'WAH BARRUPEKERJAAN: RENOVASI MASJID JAMI' MASDARUDDA'WAH BARRUSUMBER DANA: BANTUAN YAYASAN NURUL YASINANGGARAN: TAHUN 2009NOJ E N I S P E K E R J A A NTOTAL HARGA (Rp.)IPEK. PERSIAPANRp.1,650,000.001,650,000.00IIPEK. TANAH DAN PONDASIRp.38,004,221.4638,004,221.46IIIPEK. STRUKTUR BETONRp.105,537,117.24105,537,117.24IVPEKERJAAN DINDINGRp.49,634,487.0649,634,487.06VPEKERJAAN PINTU DAN JENDELARp.26,583,629.2426,583,629.24VIPEK. PLAFONDRp.8,076,582.378,076,582.37VIIPEKERJAAN LANTAIRp.25,994,199.5425,994,199.54VIIIPEK. PENGECATANRp.17,241,466.0217,241,466.02IXPEK. KONSTRUKSI ATAPRp.50,538,416.5150,538,416.51XPEK. INSTALASI LISTRIKRp.3,450,600.003,450,600.00XIPEK. LAIN-LAINRp.6,290,900.000.006,290,900.00REAL COSTRp.333,001,619.44'REAL COSTRp.33,300,161.94'REAL COSTRp.366,301,781.38PPN 10%Rp.33,300,161.94TOTAL BIAYARp.366,301,781.38DIBULATKANRp.333,000,000.00333,333,333.00TERBILANG : TIGA RATUS TIGA PULUH TIGA JUTA RUPIAH,-Barru, Juli 2009Diketahui/Disetujui,Pelaksana,KETUA PANITIARENOVASI MASJID JAMI' MASDARUDDA'WAH BARRUDrs. MUHAMMAD ABIDIN, M. Pd.Ir. H. MURSYID MUSTAFA, M.Si.Diperiksa/Disetujui,UNSUR TEKNIS TARKIM PROPINSI SULSELIr. SYAFRUDDIN HAMRUN, M.Si.RENCANA ANGGARAN BIAYA (RAB)RENOVASI MASJID JAMI' MASDARUDDA'WAH BARRUPEKERJAAN: RENOVASI MASJID JAMI' MASDARUDDA'WAH BARRUSUMBER DANA: BANTUAN YAYASAN NURUL YASINANGGARAN: TAHUN 2009NOURAIAN PEKERJAANVOL.SATHRG. SAT. (Rp.)JML. HARGABatu GunungPasir UrugPasirKerikil (Max. 30mm)Semen @40KgBesi BetonDia. 6Besi Beton Dia. 8Besi Beton Dia. 10Besi Beton Dia. 12Besi Beton Dia. 14Besi Beton Dia. 16Besi Beton Dia. 19Besi Beton Dia. 22Kawat BetonPakuBatu BataPapan Kelas IIIMinyak BekistingMultipleks 9mmBalok Kayu Kelas IIKayu DolkenRangka Plafond (hollow 4x4)Rangka Plafond (hollow 2x4)Gypsum 9mmGRCKeramik 30/30Keramik 40/40Keramik 10/40Cat AvitexPlamurCat Kayu ICIResiduAtap SpandekNok AtapWoodplankLoster Motif BintangKusen Kayu Kelas IPapan Kayu Kelas IPapan Kayu Kelas IIKaca 5 mmEngsel PintuKunci PintuGrendel PintuIPEK. PERSIAPANm3m3m3m3ZakbtgbtgbtgbtgbtgbtgbtgbtgKgKgBijim3ltrlbrm3Btgm1m1lbrlbrDosDosDosKgKgKgKgm2m'lbrBhm3m3m3m2bhbhbh1.Pek. Pembersihan dan Pas. Bowplank1.00Ls150,000.00150,000.002.Pek. Pembongkaran Bangunan Existing1.00Ls1,500,000.001,500,000.00Jumlah1,650,000.00IIPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi76.30m315,800.001,205,550.7475.032.Pek. Urugan Kembali19.08m37,575.00144,494.4118.763.Pek. Pasir Urug (Di Bawah Pondasi)6.63m382,950.00549,600.167.247.954.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)5.20m223,369.28121,520.230.170.1770.204.Pek. Pondasi Batu Kosong10.46m3182,895.001,913,374.3319.2712.555.Pek. Pondasi Batu Gunung 1:465.38m3393,995.0025,761,363.0768.6171.9234.0010657.766.Pek. Pondasi Trassram 1/2 Bata (Tangga Selasar)30.87m262,955.001,943,420.8522.951.33355.018.Pek. Pondasi Trassram 1 Bata (Selasar)52.88m2129,877.000.07.Pek. Pondasi Poer P1-Beton K1751.06m3511,148.65544,250.640.580.81347.11-Besi Beton250.35Kg9,280.002,323,248.7499.84102.403.76-Bekisting 3x Pakai10.32m238,360.00395,875.203.100.411.038.Pek. Stek Poer P1-Beton K1750.85m3511,148.65435,907.570.460.65278.01-Besi Beton201.93kg9,280.001,873,865.11138.24166.403.03-Bekisting 3x Pakai20.64m238,360.00791,750.406.190.832.06Jumlah38,004,221.46IIIPEK. STRUKTUR BETON1.Pek. Sloef S (15/20)-Beton K1752.14m3511,148.651,094,819.071.881.161.63698.25-Besi Beton338.65Kg9,280.003,142,629.01285.06216.23285.985.08-Bekisting 3x Pakai28.56m241,526.671,185,935.1625.088.571.292.862.Type Kolom K1-Beton K1755.21m3511,148.652,663,395.255.642.833.971698.66-Besi Beton975.45Kg9,280.009,052,169.321,055.27716.91782.0814.63-Bekisting 3x Pakai98.74m278,421.677,743,167.15106.8239.503.9519.7534.561.48197.483.Type Kolom K2 15/15-Beton K1751.35m3511,148.65690,050.681.350.731.03440.10-Besi Beton212.94Kg9,280.001,976,060.93212.94163.2240.003.19-Bekisting 3x Pakai36.00m278,421.672,823,180.0036.0014.401.447.2012.600.5472.004.Type Kolom K3 (Dia. 25cm)-Beton K1753.42m3511,148.651,748,150.293.421.862.611114.93-Besi Beton349.96kg9,280.003,247,640.97349.96178.72315.365.25-Bekisting 3x Pakai23.19m278,421.671,818,206.9723.199.270.934.648.110.3546.375.Type Kolom Praktis Kp (15/15)-Beton K1752.78m3511,148.651,421,025.962.781.512.12906.30-Besi Beton547.77kg9,280.005,083,305.60547.77483.60576.968.22-Bekisting 3x Pakai42.55m278,421.673,336,998.7642.5517.021.708.5114.890.6485.106.Kolom Praktis Diatas Kolom Bundar (15/15)-Beton K1750.43m3511,148.65220,080.160.430.230.33140.36-Besi Beton88.78kg9,280.00823,891.3988.7879.0093.121.33-Bekisting 3x Pakai13.25m278,421.671,038,930.2413.255.300.532.654.640.2026.507.Kolom 15/15 Pada Menara Bag. Atas-Beton K1751.08m3511,148.65552,040.541.080.590.82352.08-Besi Beton156.77Kg9,280.001,454,807.04156.7796.00192.002.35-Bekisting 3x Pakai28.80m278,421.672,258,544.0028.8011.521.155.7610.080.4357.608.Kolom Dia. 10cm Pada Menara-Beton K1750.14m3511,148.6569,399.380.140.070.1044.26-Besi Beton63.53Kg9,280.00589,541.6263.5325.3486.400.95-Bekisting 3x Pakai5.43m278,421.67425,896.875.432.170.221.091.900.0810.869.Ringbalk Rb1 (20/30)-Beton K1754.99m3511,148.652,550,734.004.992.713.801626.81-Besi Beton992.25Kg9,280.009,208,108.76992.25494.66332.68415.8514.88-Bekisting 3x Pakai54.89m281,421.674,469,414.4154.8921.962.2010.9819.210.99109.7810.Ringbalk Rb2 (15/20)-Beton K1751.25m3511,148.65640,152.351.250.680.95408.28-Besi Beton200.16Kg9,280.001,857,473.53200.16128.82168.583.00-Bekisting 3x Pakai16.70m281,421.671,359,611.5616.706.680.673.345.840.3033.4011.Balok Konsol BK-Beton K1750.65m3511,148.65331,592.350.650.350.49211.48-Besi Beton177.74Kg9,280.001,649,449.18177.7470.1895.042.67-Bekisting 3x Pakai11.10m281,421.67903,780.5011.104.440.442.223.890.2022.20Balok Konsol BK'-Beton K1750.09m3511,148.650.0-Besi Beton33.31Kg9,280.000.0-Bekisting 3x Pakai1.85m281,421.670.012.Balok Konsol BK'-Beton K1750.09m3511,148.6546,923.450.090.050.0729.93-Besi Beton33.31Kg9,280.00309,161.3433.3111.618.200.50-Bekisting 3x Pakai1.85m281,421.67150,630.081.850.740.070.370.650.033.7013.Balok Pada Menara (15/20)-Beton K1751.50m3511,148.65765,680.231.280.811.14488.33-Besi Beton217.86Kg9,280.002,021,730.26186.58103.56199.733.27-Bekisting 3x Pakai27.46m281,421.672,236,050.6623.5210.991.105.499.610.4954.93Balok 15/30 Pada Lisplank Pas. Bata Tepi Plat Atap-Beton K1750.29m3511,148.650.0-Besi Beton38.09Kg9,280.000.0-Bekisting 3x Pakai4.81m281,421.670.014.Balok Pada Menara (20/40)-Beton K1750.84m3511,148.65430,346.27-Besi Beton143.80Kg9,280.001,334,444.49-Bekisting 3x Pakai10.52m281,421.67856,881.6215.Pekerjaan Plat Beton Atap t = 9cm4.26m31,669,260.857,116,259.324.261.933.251389.78687.604.8010.651.075.339.320.40159.8016.Plat Beton Pada Menara t =10cm1.23m31,854,734.282,279,468.431.230.560.94400.65198.231.543.410.341.712.990.1351.1917.Dinding Beton Miring Pada Menara t =10cm1.96m31,854,734.283,643,440.022.550.891.50640.39316.842.465.450.552.734.770.2081.8218.Pekerjaan Profil Beton Di Atas Jendela dan Pintu (20/44)-Beton K1753.14m3511,148.651,604,676.033.141.702.391023.43-Besi Beton196.50Kg9,280.001,823,482.98196.50140.69227.752.95-Bekisting 3x Pakai24.97m281,421.672,033,272.1124.979.991.004.998.740.4549.9419.Pekerjaan Plat Beton Listplank Pada Tepi Plat Atap t=10cm-Beton K1750.44m3511,148.65224,905.410.440.240.34143.44-Besi Beton49.85Kg9,280.00462,589.4449.8580.400.75-Bekisting 3x Pakai9.42m281,421.67766,992.109.423.770.381.883.300.1718.84Jumlah105,537,117.24IVPEKERJAAN DINDING1.Pas. Pasangan Batu 1/2 Bata (1:5)248.84m261,424.2015,284,514.76249.9311.202408.7317418.482.Pek. Plesteran Biasa( 1 : 5 )497.67m223,062.9611,477,761.29499.8512.942579.933.Pek. Plesteran Beton ( 1 : 4 )303.01m223,875.607,234,499.94304.677.271890.774.Pek. Acian785.65m213,941.0010,952,781.07790.932553.375.Pek. Loster Beton Motif Bintang Sisi Menara16.50m2222,000.003,663,000.0016.50264.006.Pek. Les Plat Atap30.33m121,000.00636,930.0030.330.411415.127.Pek. Pas Dinding GRC Pada Leher Kubah5.50m270,000.00385,000.005.505.50Jumlah49,634,487.06VPEKERJAAN PINTU DAN JENDELA1.Pintu Type P15Unit1,752,674.850.02.Jendela Type J14Unit1,511,179.040.03.Jendela Type J3 (Diatas Kusen Mesjid)9Unit460,772.000.01.Jendela Type J3 (Pada Atap Mesjid)4Unit656,339.552,625,358.2045.Ventilasi Type V25Unit305,128.300.052.Kusen Kayu Kelas I0.85m39,043,500.007,648,069.860.8456980.853.Daun Pintu Kaca20.70m2209,250.004,331,475.0020.70.5022.774.Pek. Teralis Hollow21.72m2450,000.009,774,900.0021.7225.Pek. Pas Kaca Mati2.34m2113,458.75264,926.182.3352.346.Pas. Engsel Pintu20Bh48,958.75979,175.002020.007.Pas. Kunci Pintu5Bh191,945.00959,725.0055.00Jumlah26,583,629.24VIPEK. PLAFOND1.Pek. Plafond Gypsum 9 mm Rangka Hollow114.75m270,382.938,076,582.37114.75240.9895.24114.75Jumlah8,076,582.37VIIPEKERJAAN LANTAI1.Pek. Urugan Tanah Di Bawah Lantai (Upah)111.96m310,950.001,225,927.51155.602.Pek. Urugan Pasir Di Bawah Lantai24.86m382,950.002,062,381.7029.8929.843.Pek. Lantai Kerja Beton Tebal 5 cm172.54m223,369.284,032,237.56172.865.505.502329.354.Pek. Lantai Keramik 30/30 cm23.81m297,965.002,332,625.0223.821.07238.1123.815.Pek. Lantai Keramik 40/40 cm145.87m2103,575.0015,108,899.55145.876.561458.74145.876.Pek. Lantai Keramik 10/40 cm11.90m2103,575.001,232,128.2011.900.54118.9611.90Jumlah25,994,199.54VIIIPEK. PENGECATAN1.Pek. Cat Tembok785.65m218,871.5014,826,440.57790.93204.2778.572.Pek. Cat Plafond114.75m218,871.502,165,542.37114.7529.8411.483.Pek. Cat Kayu12.57m219,847.50249,483.0712.573.27Jumlah17,241,466.02IXPEK. KONSTRUKSI ATAP1.Pek. Rangka Atap Baja Ringan168.85m2151,000.0025,495,794.32168.852.Pek. Penutup Atap Spandek168.85m294,480.0015,952,600.31168.85168.853.Nok/Bubungan Atap Spandek102.00m162,250.006,349,500.00102.00102.004.Pek. Listplank Woodplank41.90m165,406.252,740,521.8841.9041.90Jumlah50,538,416.51XPEK. INSTALASI LISTRIK1.Pek. Instalasi Titik Mata Lampu10ttk178,650.001,786,500.0010.002.Pek. Instalasi Titik Stop Kontak2ttk142,050.00284,100.002.003.Pas. Lampu SL 25 Watt Ex. Philips10bh50,000.00500,000.0010.004.Pas. Saklar Tunggal2bh40,000.0080,000.002.005.Pas. Saklar Ganda2bh40,000.0080,000.002.006.Pas. Stop Kontak3bh40,000.00120,000.003.007.Pas. Panel MCB1Unit600,000.00600,000.001.00Jumlah3,450,600.00XIPEK. LAIN-LAIN1.Pek. Kran Air 1/2" Tempat Wudhu16Bh28,500.00456,000.00162.Pipa Air Bersih (Pipa GIP 1")12m140,408.33484,900.00123.Ornamen Puncak Atap3Bh1,500,000.004,500,000.0034.Penangkal Petir1Unit750,000.00750,000.0015.Pek. Pembersihan1Ls100,000.00100,000.001Jumlah6,290,900.0084.4837.79100.9334.62961.470.00276.98245.39213.7037.8019.600.000.0084.5965.0417418.486.7594.5851.702.36360.50240.9895.2439.841.9124.05151.9512.39234.1190.043.270.00168.85102.0041.90264.000.850.500.0025.1120.005.000.0071.8132.1285.7929.43817.250.00276.98245.39213.7037.8019.600.000.0071.9155.2814805.715.7480.3943.952.01306.43204.8380.9639.841.9124.05151.9512.39198.9976.532.780.00168.85102.0041.90264.000.850.420.0021.3420.005.000.00Rekapitulasi Material/Bahan Pembangunan Masjid Nurul Yasin PangkepNoNama MaterialVolumeSatuanBahan MasukKet.1.0Batu Gunung71.81m32.0Pasir Urug32.12m33.0Pasir85.79m34.0Kerikil (Max. 30mm)29.43m35.0Semen @40Kg817Zak7.0Besi Beton Dia. 8277btg8.0Besi Beton Dia. 10245btg9.0Besi Beton Dia. 12214btg10.0Besi Beton Dia. 1438btg11.0Besi Beton Dia. 1620btg12.0Kawat Beton71.91Kg13.0Paku55.28Kg14.0Batu Bata14806Biji15.0Papan Kelas III5.74m316.0Minyak Bekisting80ltr17.0Multipleks 9mm44lbr18.0Balok Kayu Kelas II2.01m319.0Kayu Dolken306Btg20.0Rangka Plafond (hollow 4x4)204.83m121.0Rangka Plafond (hollow 2x4)80.96m122.0Gypsum 9mm40lbr23.0Keramik 30/3024Dos24.0Keramik 40/40152Dos25.0Keramik 10/4012Dos26.0Cat Avitex198.99Kg27.0Plamur76.53Kg28.0Cat Kayu ICI2.78Kg29.0Atap Spandek168.85m230.0Nok Atap102.00m'31.0Woodplank10lbr32.0Loster Motif Bintang264Bh33.0Kusen Kayu Kelas I0.85m334.0Papan Kayu Kelas I0.42m335.0Kaca 5 mm21.34m236.0Engsel Pintu20bh37.0Kunci Pintu5bh38.0Grendel Pintu5bh

MakassarREKAPITULASI RENCANA PENAWARAN BIAYA (RAB)PEMBANGUNAN MASJID MIFTAHUL KHAIR MAKASSARPEKERJAAN: PEMBANGUNAN MASJID MIFTAHUL KHAIR MAKASSARSUMBER DANA: -ANGGARAN: TAHUN 2009NONAMA P E K E R J A A NTOTAL HARGA (Rp.)APEK. PERSIAPANRp.600,000.00600,000.00BPEK. TANAH DAN PONDASIRp.26,643,634.5926,643,634.59CPEK. STRUKTUR BETONRp.111,445,147.14111,445,147.14DPEKERJAAN DINDINGRp.49,867,021.7449,867,021.74EPEKERJAAN PINTU DAN JENDELARp.26,862,709.5826,862,709.58FPEK. PLAFONDRp.8,133,868.488,133,868.48GPEKERJAAN LANTAIRp.31,678,946.4631,678,946.46HPEK. PENGECATANRp.17,216,480.1517,216,480.15IPEK. KONSTRUKSI ATAPRp.50,766,657.4650,766,657.46JPEK. INSTALASI LISTRIKRp.3,460,600.003,460,600.00KPEK. LAIN-LAINRp.6,326,500.000.006,326,500.00TOTALRp.333,001,565.59'REAL COSTRp.33,300,156.56'REAL COSTRp.366,301,722.15PPN 10%Rp.33,300,156.56TOTAL BIAYARp.366,301,722.15DIBULATKANRp.333,000,000.00333,333,333.00TERBILANG : TIGA RATUS TIGA PULUH TIGA JUTA RUPIAH,-Makassar, .. Juli 2009Diketahui/Disetujui,Pelaksana,KETUA PANITIA PEMBANGUNANMESJID MIFTAHUL KHAER MAKASSARDrs. H. SALEM DAHLANIr. H. MURSYID MUSTAFA, M.Si.RENCANA PENAWARAN BIAYAPEMBANGUNAN MASJID MIFTAHUL KHAIR MAKASSARPEKERJAAN: PEMBANGUNAN MASJID MIFTAHUL KHAIR MAKASSARSUMBER DANA: -ANGGARAN: TAHUN 2009NOURAIAN PEKERJAANVOL.SATHRG. SAT. (Rp.)JML. HARGABatu GunungPasir UrugPasirKerikil (Max. 30mm)Semen @50KgBesi BetonDia. 6Besi Beton Dia. 8Besi Beton Dia. 10Besi Beton Dia. 12Besi Beton Dia. 14Besi Beton Dia. 16Besi Beton Dia. 19Besi Beton Dia. 22Kawat BetonPakuBatu BataPapan Kelas IIIMinyak BekistingMultipleks 9mmBalok Kayu Kelas IIKayu DolkenRangka Plafond (hollow 4x4)Rangka Plafond (hollow 2x4)Gypsum 9mmGRCKeramik 30/30Keramik 40/40Keramik 10/40Cat KimexPlamurCat Kayu ICIResiduAtap SpandekNokWoodplankLoster Motif BintangKusen Kayu Kelas IPapan Kayu Kelas IPapan Kayu Kelas IIKaca 5 mmEngsel PintuKunci PintuGrendel PintuAPEK. PERSIAPANm3m3m3m3ZakbtgbtgbtgbtgbtgbtgbtgbtgKgKgBijim3ltrlbrm3Btgm1m1lbrlbrDosDosDosKgKgKgKgm2m'lbrBhm3m3m3m2bhbhbh1.Pek. Pembersihan dan Pas. Bowplank1.00Ls600,000.00600,000.002.Pek. Pembongkaran Bangunan Existing1.00Ls450,000.000.0Jumlah A600,000.00BPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi54.76m315,800.00865,159.972.Pek. Urugan Kembali13.69m37,575.00103,695.993.Pek. Pasir Urug (Di Bawah Pondasi)4.36m3106,950.00466,547.045.234.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)5.20m224,044.11125,029.370.170.1770.205.Pek. Pondasi Batu Kosong8.09m3248,895.002,013,500.829.716.Pek. Pondasi Batu Gunung 1:425.57m3453,225.0011,590,812.4128.1313.304168.587.Pek. Pondasi Trassram 1/2 Bata (Tangga)78.24m263,285.004,951,661.413.36899.809.Pek. Pondasi Poer P1-Beton K1751.06m3524,745.16558,727.660.580.81347.11-Besi Beton250.35Kg9,490.002,375,822.2699.84102.403.76-Bekisting 3x Pakai10.32m239,693.33409,635.203.100.411.0310.Pek. Stek Poer P1-Beton K1750.85m3524,745.16447,502.670.460.65278.01-Besi Beton201.93kg9,490.001,916,269.39138.24166.403.03-Bekisting 3x Pakai20.64m239,693.33819,270.406.190.832.06Jumlah B26,643,634.59CPEK. STRUKTUR BETON1.Pek. Sloef S (20/25)-Beton K1753.14m3524,745.161,645,181.021.702.391022.08-Besi Beton285.06Kg9,490.002,705,214.75152.03254.024.28-Bekisting 3x Pakai25.08m243,026.671,079,177.647.521.132.512.Kolom Type K1-Beton K1755.21m3524,745.162,734,241.322.833.971698.66-Besi Beton975.45Kg9,490.009,257,013.67716.91782.0814.63-Bekisting 3x Pakai98.74m281,955.008,092,040.0139.503.9519.7534.561.48197.483.Kolom Type K2 (20/20)-Beton K1752.40m3524,745.161,259,388.381.301.83782.40-Besi Beton341.16Kg9,490.003,237,562.85163.2240.005.12-Bekisting 3x Pakai48.00m281,955.003,933,840.0019.201.929.6016.800.7296.004.Kolom Type K3 (Dia. 25cm)-Beton K1753.42m3524,745.161,794,650.931.862.611114.93-Besi Beton349.96kg9,490.003,321,132.85178.72315.365.25-Bekisting 3x Pakai23.19m281,955.001,900,127.339.270.934.648.110.3546.375.Kolom Type Praktis Kp (15/15)-Beton K1752.78m3524,745.161,458,825.121.512.12906.30-Besi Beton547.77kg9,490.005,198,337.30483.60576.968.22-Bekisting 3x Pakai42.55m281,955.003,487,349.1617.021.708.5114.890.6485.106.Kolom Praktis Diatas Kolom Bundar (15/15)-Beton K1750.43m3524,745.16227,092.910.230.33141.08-Besi Beton88.78kg9,490.00842,535.4979.0093.121.33-Bekisting 3x Pakai13.25m281,955.001,085,739.845.300.532.654.640.2026.507.Kolom 15/15 Pada Menara Bag. Atas-Beton K1751.08m3524,745.16566,724.770.590.82352.08-Besi Beton156.77Kg9,490.001,487,728.3296.00192.002.35-Bekisting 3x Pakai28.80m281,955.002,360,304.0011.521.155.7610.080.4357.608.Kolom Dia. 10cm Pada Menara-Beton K1750.14m3524,745.1671,245.400.070.1044.26-Besi Beton63.53Kg9,490.00602,882.5425.3486.400.95-Bekisting 3x Pakai5.43m281,955.00445,085.902.170.221.091.900.0810.869.Ringbalk Rb1 (20/30)-Beton K1754.99m3524,745.162,618,583.292.713.801626.81-Besi Beton992.25Kg9,490.009,416,481.91494.66332.68415.8514.88-Bekisting 3x Pakai54.89m285,255.004,679,834.5121.962.2010.9819.210.99109.7810.Ringbalk Rb2 (15/20)-Beton K1751.25m3524,745.16657,180.340.680.95408.28-Besi Beton200.16Kg9,490.001,899,506.88128.82168.583.00-Bekisting 3x Pakai16.70m285,255.001,423,622.096.680.673.345.840.3033.4011.Balok Konsol BK-Beton K1750.65m3524,745.16340,412.680.350.49211.48-Besi Beton177.74Kg9,490.001,686,775.0770.1895.042.67-Bekisting 3x Pakai11.10m285,255.00946,330.504.440.442.223.890.2022.20Balok Konsol BK'-Beton K1750.09m3524,745.160.0-Besi Beton33.31Kg9,490.000.0-Bekisting 3x Pakai1.85m285,255.000.012.Balok Konsol BK'-Beton K1750.09m3524,745.1648,171.610.050.0729.93-Besi Beton33.31Kg9,490.00316,157.4511.618.200.50-Bekisting 3x Pakai1.85m285,255.00157,721.750.740.070.370.650.033.7013.Balok Pada Menara (15/20)-Beton K1751.50m3524,745.16786,047.260.811.14488.33-Besi Beton217.86Kg9,490.002,067,480.62103.56199.733.27-Bekisting 3x Pakai27.46m285,255.002,341,323.9610.991.105.499.610.4954.93Balok 15/30 Pada Lisplank Pas. Bata Tepi Plat Atap-Beton K1750.29m3524,745.160.0-Besi Beton38.09Kg9,490.000.0-Bekisting 3x Pakai4.81m285,255.000.0Balok Pada Menara (20/40)-Beton K1750.84m3524,745.16441,793.44-Besi Beton143.80Kg9,490.001,364,642.04-Bekisting 3x Pakai10.52m285,255.00897,223.6214.Pekerjaan Plat Beton Atap t = 9cm4.26m31,717,282.737,320,982.361.932.711158.15687.604.8010.651.075.339.320.40159.8015.Plat Beton Pada Menara t=10cm1.23m31,908,091.922,345,044.970.560.78333.88198.231.543.410.341.712.990.1351.1916.Dinding Beton Miring Pada Menara t=10cm1.96m31,908,091.923,748,255.780.891.25533.66316.842.465.450.552.734.770.2081.8217.Pekerjaan Profil Beton Di Atas Jendela dan Pintu (20/44)-Beton K1753.14m3524,745.161,647,360.271.702.391023.43-Besi Beton196.50Kg9,490.001,864,747.15140.69227.752.95-Bekisting 3x Pakai24.97m285,255.002,128,998.599.991.004.998.740.4549.9418.Pekerjaan Plat Beton Listplank Pada Tepi Plat Atap t=10cm-Beton K1750.44m3524,745.16230,887.870.240.34143.44-Besi Beton49.85Kg9,490.00473,057.5280.400.75-Bekisting 3x Pakai9.42m285,255.00803,102.103.770.381.883.300.1718.84Jumlah C111,445,147.14DPEKERJAAN DINDING1.Pas. Pasangan Batu 1/2 Bata (1:5)248.17m261,746.0015,323,714.1411.172402.3217372.142.Pek. Plesteran Biasa( 1 : 5 )496.35m223,244.8011,537,481.6312.912573.063.Pek. Plesteran Beton ( 1 : 4 )303.01m224,058.007,289,768.617.271890.774.Pek. Acian784.33m213,973.5010,959,813.862549.075.Pek. Loster Beton Motif Bintang Sisi Menara16.50m2225,000.003,712,500.006.Pek. Les Plat Atap30.33m121,084.52639,493.490.4184.397.Pek. Pas Dinding GRC Pada Leher Kubah5.50m273,500.00404,250.00Jumlah D49,867,021.74EPEKERJAAN PINTU DAN JENDELA1.Pintu Type P15Unit1,752,674.850.02.Jendela Type J14Unit1,511,179.040.03.Jendela Type J3 (Diatas Kusen Mesjid)9Unit460,772.000.01.Jendela Type J3 (Pada Atap Mesjid)4Unit656,339.552,625,358.205.Ventilasi Type V25Unit305,128.300.02.Kusen Kayu Kelas I0.85m39,373,500.007,927,150.203.Daun Pintu Kaca20.70m2209,250.004,331,475.004.Pek. Teralis Hollow21.72m2450,000.009,774,900.005.Pek. Pas Kaca Mati2.34m2113,458.75264,926.186.Pas. Engsel Pintu20Bh48,958.75979,175.007.Pas. Kunci Pintu5Bh191,945.00959,725.00Jumlah E26,862,709.58FPEK. PLAFOND1.Pek. Plafond Gypsum 9 mm Rangka Hollow114.75m270,882.158,133,868.48Jumlah F8,133,868.48GPEKERJAAN LANTAI1.Pek. Urugan Tanah Di Bawah Lantai18.45m3106,950.001,973,602.472.Pek. Urugan Pasir Di Bawah Lantai18.45m3106,950.001,973,602.4722.143.Pek. Lantai Kerja Beton Tebal 5 cm184.54m224,044.114,436,981.245.895.892491.224.Pek. Lantai Keramik 30/30 cm56.93m2107,380.006,113,607.282.56569.345.Pek. Lantai Keramik 40/40 cm145.87m2108,900.0015,885,678.606.561458.746.Pek. Lantai Keramik 10/40 cm11.90m2108,900.001,295,474.400.54118.96Jumlah G31,678,946.46HPEK. PENGECATAN1.Pek. Cat Tembok784.33m218,871.5014,801,454.712.Pek. Cat Plafond114.75m218,871.502,165,542.373.Pek. Cat Kayu12.57m219,847.50249,483.07Jumlah H17,216,480.15IPEK. KONSTRUKSI ATAP1.Pek. Rangka Atap Baja Ringan168.85m2151,500.0025,580,217.482.Pek. Penutup Atap Spandek168.85m295,080.0016,053,908.113.Nok/Bubungan Atap Spandek102.00m166,980.006,831,960.004.Pek. Listplank Woodplank41.90m154,906.252,300,571.88Jumlah I50,766,657.46JPEK. INSTALASI LISTRIK1.Pek. Instalasi Titik Mata Lampu10ttk178,650.001,786,500.002.Pek. Instalasi Titik Stop Kontak2ttk142,050.00284,100.003.Pas. Lampu SL 25 Watt Ex. Philips10bh50,000.00500,000.004.Pas. Saklar Tunggal2bh40,000.0080,000.005.Pas. Saklar Ganda2bh42,000.0084,000.006.Pas. Stop Kontak3bh42,000.00126,000.007.Pas. Panel MCB1Unit600,000.00600,000.00Jumlah J3,460,600.00KPEK. LAIN-LAIN1.Pek. Kran Air 1/2" Tempat Wudhu16Bh27,500.00440,000.002.Pipa Air Bersih (Pipa GIP 1")12m144,708.33536,500.003.Ornamen Puncak Atap3Bh1,500,000.004,500,000.004.Penangkal Petir1Unit750,000.00750,000.005.Pek. Pembersihan1Ls100,000.00100,000.00Jumlah K6,326,500.0037.8427.3885.1935.61638.420.00291.71249.42220.8339.6020.540.000.0085.7166.2917372.146.8696.6353.102.42368.500.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0032.1623.2772.4130.27542.650.00247.95212.01187.7033.6617.460.000.0072.8656.3514766.325.8382.1445.142.06313.230.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.010.0042500.007,215.62Rekapitulasi Material/Bahan Pembangunan Masjid Nurul Yasin Pangkep8.0027000.007,231.82NoNama MaterialVolumeSatuan1.0Batu Gunung32.16m32.0Pasir Urug23.27m33.0Pasir72.41m34.0Kerikil (Max. 30mm)30.27m35.0Semen @50Kg543Zak7.0Besi Beton Dia. 8248btg8.0Besi Beton Dia. 10212btg9.0Besi Beton Dia. 12188btg10.0Besi Beton Dia. 1434btg11.0Besi Beton Dia. 1617btg12.0Kawat Beton72.86Kg13.0Paku56.35Kg14.0Batu Bata14766Biji15.0Papan Kelas III5.83m316.0Minyak Bekisting82ltr17.0Multipleks 9mm45lbr18.0Balok Kayu Kelas II2.06m319.0Kayu Dolken313Btg20.0Rangka Plafond (hollow 4x4)0.00m121.0Rangka Plafond (hollow 2x4)0.00m122.0Gypsum 9mm0lbr23.0Keramik 30/300Dos24.0Keramik 40/400Dos25.0Cat Kimex0.00Kg26.0Plamur0.00Kg27.0Cat Kayu ICI0.00Kg28.0Atap Spandek0.00m229.0Nok0.00m'30.0Woodplank0lbr31.0Loster Motif Bintang0Bh32.0Kusen Kayu Kelas I0.00m333.0Papan Kayu Kelas I0.00m334.0Kaca 5 mm0.00m235.0Engsel Pintu0bh36.0Kunci Pintu0bh37.0Grendel Pintu0bh

GowaREKAPITULASI PENAWARAN BIAYARENOVASI MASJID NURUL YAQIN JATIA KAB. GOWAPEKERJAAN: RENOVASI MASJID NURUL YAQIN JATIA KAB. GOWASUMBER DANA: -ANGGARAN: TAHUN 2009NOJ E N I S P E K E R J A A NTOTAL HARGA (Rp.)IPEK. PERSIAPANRp.6,300,000.00IIPEK. TANAH DAN PONDASIRp.9,212,206.90IIIPEK. STRUKTUR BETONRp.73,143,943.32IVPEKERJAAN DINDINGRp.33,411,078.65VPEK. PLAFONDRp.38,844,142.63VIPEKERJAAN LANTAIRp.16,178,105.34VIIPEK. PENGECATANRp.25,531,973.92VIIIPEK. KONSTRUKSI ATAPRp.111,530,779.17IXPEK. INSTALASI LISTRIKRp.6,969,150.00XPEK. LAIN-LAINRp.11,879,404.30REAL COSTRp.333,000,784.22332,548.78333,333.00(784.22)'REAL COSTRp.33,300,078.42'REAL COSTRp.366,300,862.64PPN 10%Rp.33,300,078.42TOTAL BIAYARp.366,300,862.64DIBULATKANRp.333,000,000.00TERBILANG : TIGA RATUS TIGA PULUH TIGA JUTA RUPIAH,-0.00585Bajeng,..Juli 20090.0014250.000675Diketahui/Disetujui,Pelaksana,0.00795KETUA PANITIARENOVASI MASJID NURUL YAQIN JATIA GOWAH. M. ARSYADIr. H. MURSYID MUSTAFA, M. Si.PENAWARAN BIAYARENOVASI MASJID NURUL YAQIN JATIA KAB. GOWAPEKERJAAN: RENOVASI MASJID NURUL YAQIN JATIA KAB. GOWASUMBER DANA: -ANGGARAN: TAHUN 2009NOURAIAN PEKERJAANVOL.SATHRG. SAT. (Rp.)JML. HARGABatu GunungPasir UrugPasirBatu Pecah 1-2Kerikil (Max 30mm)-RabatSemen @50KgBesi BetonDia. 6Besi Beton Dia. 8Besi Beton Dia. 10Besi Beton Dia. 12Besi Beton Dia. 14Besi Beton Dia. 16Besi Beton Dia. 19Besi Beton Dia. 22Kawat BetonPakuBatu BataPapan Kelas IIIMinyak BekistingMultipleks 9mmBalok Kayu Kelas IIKayu DolkenRangka Plafond (hollow 4x4)Rangka Plafond (hollow 2x4)Gypsum t=9mmGRC t=4mmKeramik 30/30Cat MowilexPlamurCat GlotexResiduAtap SpandekNok AtapWoodplankLoster Motif BintangKusen Kayu KelasIPapan Kayu Kelas IPapan Kayu Kelas IIKaca 5 mmEngsel PintuKunci PintuGrendel PintuIPEK. PERSIAPANm3m3m3m3m3ZakbtgbtgbtgbtgbtgbtgbtgbtgKgKgBijim3ltrlbrm3Btgm1m1lbrlbrDosKgKgKgKgm2m'lbrBhm3m3m3m2bhbhbh1.Pek. Pembersihan dan Pas. Bowplank1.00Ls300,000.00300,000.002.Pek. Pembongkaran Bangunan Existing1.00Ls6,000,000.006,000,000.00Jumlah6,300,000.00IIPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi20.77m315,800.00328,205.822.Pek. Urugan Kembali5.19m37,575.0039,337.963.Pek. Pasir Urug (Di Bawah Pondasi)1.71m3105,750.00181,138.732.064.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)2.41m224,179.1158,223.300.080.0932.515.Pek. Pondasi Batu Kosong4.61m3248,595.001,145,797.895.536.Pek. Pondasi Batu Gunung 1:47.99m3452,255.003,612,189.358.794.157.Pek. Pondasi Trassram 1/2 Bata (Tangga)2.19m263,185.00138,101.240.098.Pek. Rabat t=7 cm (Tangga)1.15m233,850.7538,940.210.050.0621.749.Pek. Pondasi Poer P1-Beton K2250.60m3612,611.83365,067.640.320.45194.27-Besi Beton125.18Kg9,805.001,227,341.2749.9251.201.88-Bekisting 3x Pakai5.40m241,459.67223,882.201.620.220.5410.Pek. Stek Poer P1-Beton K2250.71m3612,611.83436,179.620.390.54232.11-Besi Beton100.96kg9,805.00989,937.9069.1283.201.51-Bekisting 3x Pakai10.32m241,459.67427,863.763.100.411.03Jumlah9,212,206.90IIIPEK. STRUKTUR BETON1.Pek. Sloef S (20/25)-Beton K2250.86m3612,611.83525,245.540.470.65279.51-Besi Beton141.48Kg9,805.001,387,250.000.081.75123.292.12-Bekisting 3x Pakai8.57m244,959.67385,478.432.570.390.862.Pek. KolomKolom Type K1-Beton K2254.07m3612,611.832,495,819.782.213.111328.14-Besi Beton457.27Kg9,805.004,483,559.11322.57372.616.86-Bekisting 3x Pakai59.05m286,676.005,118,307.9423.622.3611.8120.670.89118.10Kolom Type K2 (Dia. 25cm)-Beton K2252.03m3612,611.831,244,152.661.101.55662.07-Besi Beton120.77Kg9,805.001,184,143.780.058.71157.571.81-Bekisting 3x Pakai18.96m286,676.001,643,249.657.580.763.796.640.2837.92Kolom Type K3 15/15-Beton K2250.37m3612,611.83226,609.530.200.28120.59-Besi Beton78.84kg9,805.00773,042.5259.9789.151.18-Bekisting 3x Pakai13.13m286,676.001,138,298.575.250.532.634.600.2026.27Kolom Type Praktis 15/15 Di atas Kolom Bundar-Beton K2250.25m3612,611.83151,074.490.130.1980.39-Besi Beton60.68kg9,805.00594,988.3929.6379.090.91-Bekisting 3x Pakai7.55m286,676.00654,334.463.020.301.512.640.1115.10Kolom 15/15 Pada Menara Bag. Atas-Beton K2250.69m3612,611.83420,614.380.370.52223.83-Besi Beton158.55kg9,805.001,554,607.07102.56190.722.38-Bekisting 3x Pakai28.61m286,676.002,479,627.0111.441.145.7210.010.4357.22Kolom Dia. 10cm Pada Menara-Beton K2250.14m3612,611.8383,175.180.070.1044.26-Besi Beton57.79Kg9,805.00566,676.9238.0269.120.87-Bekisting 3x Pakai5.43m286,676.00470,297.042.170.221.091.900.0810.85Kolom Sambungan Eksisting (25/25)-Beton K2251.05m3612,611.83643,242.420.570.80342.30-Besi Beton140.68Kg9,805.001,379,398.78108.80110.402.11-Bekisting 3x Pakai16.80m286,676.001,456,156.806.720.673.365.880.2533.603.Pek. Ringbalk dan BalokRingbalk (15/25) Pada Plat Beton Kanopi-Beton K2250.29m3612,611.83176,179.500.160.2293.75-Besi Beton37.91Kg9,805.00371,750.9222.9446.610.57-Bekisting 3x Pakai4.98m289,976.00448,516.861.990.201.001.740.099.97Ringbalk (15/30) Pada Talang Beton-Beton K2250.35m3612,611.83211,415.400.190.26112.50-Besi Beton43.70Kg9,805.00428,454.9837.6546.610.66-Bekisting 3x Pakai5.75m289,976.00517,519.462.300.231.152.010.1011.50Ringbalk Rb (20/25)-Beton K2252.65m3612,611.831,623,421.341.442.02863.90-Besi Beton335.81Kg9,805.003,292,595.68255.24265.505.04-Bekisting 3x Pakai26.50m289,976.002,384,364.0010.601.065.309.270.4853.00Pekerjaan Ringbalk Pada Selasar Samping (20/25)-Beton K2252.25m3612,611.831,381,133.361.221.72734.97-Besi Beton293.45Kg9,805.002,877,259.70220.92232.954.40-Bekisting 3x Pakai31.56m289,976.002,839,912.4912.631.266.3111.050.5763.13Balok 15/20 Pada Menara-Beton K2252.06m3612,611.831,259,689.191.121.57670.34-Besi Beton113.62Kg9,805.001,114,079.88100.53119.541.70-Bekisting 3x Pakai37.70m289,976.003,391,924.2515.081.517.5413.190.6875.40Balok 25/40 Pada Menara-Beton K2251.05m3612,611.83644,712.690.570.80343.08-Besi Beton164.68Kg9,805.001,614,646.9677.1321.8576.472.47-Bekisting 3x Pakai11.05m289,976.00994,252.804.420.442.213.870.2022.104.Pekerjaan Plat Beton Kanopi t = 10cm0.63m32,438,357.041,536,420.960.340.48205.410.952.102.521.050.220.0831.49Pekerjaan Plat Beton Kanopi t = 15cm0.47m33,657,535.561,714,916.930.250.36152.850.701.561.880.780.160.0623.435.Pekerjaan Plat Beton Talang Air t = 10cm0.37m32,438,357.04903,777.040.200.28120.830.561.241.480.620.130.0518.536.Plat Beton Pada Menara (Termasuk Plat Miring)3.11m32,438,357.047,580,691.341.692.371013.514.6610.3612.445.181.090.39155.387.Pekerjaan Profil Beton Di Atas Kolom (15/25)-Beton K2250.73m3612,611.83446,479.160.400.56237.59-Besi Beton98.74Kg9,805.00968,151.0967.28116.611.48-Bekisting 3x Pakai12.63m289,976.001,136,644.315.050.512.534.420.2325.278.Pekerjaan Les Profil Beton Di Atas Kolom-Beton K2251.17m3612,611.83714,366.650.630.89380.15-Besi Beton29.29Kg9,805.00287,237.4847.250.44-Bekisting 3x Pakai13.60m289,976.001,224,078.495.440.542.724.760.2427.21Jumlah73,143,943.32IVPEKERJAAN DINDING1.Pas. Pasangan Batu 1/2 Bata (1:5)60.93m261,617.803,754,102.672.74589.764264.792.Pas. Pasangan Batu 1 Bata (1:5)60.12m2127,042.007,638,209.696.138417.293.Pek. Plesteran Biasa( 1 : 5 )244.47m223,166.645,663,625.866.364.Pek. Plesteran Beton ( 1 : 4 )288.01m224,000.406,912,460.116.915.Pek. Acian532.49m214,006.007,458,022.886.Pek. Pas. Bata Les Plat Atap12.36m126,300.00324,936.500.17174.9186.497.Pek. Ornamen Kolom Bulat (Pas. Bata 1/2)2.38m261,617.80146,348.440.1122.99166.268.Pek. Loster Motif Bintang Sisi Menara6.73m2225,000.001,513,372.50139.98Jumlah33,411,078.65VPEK. PLAFOND1.Pek. Rangka Plafond Kayu Kelas II217.94m275,125.000.01.Pek. Plafond Gypsum 9 mm Rangka Hollow217.94m290,329.0519,686,042.17457.67180.8979.332.Pek. Plafond (Selasar, Overstek) GRC, T = 4 mm Rangka Hollow193.76m288,277.0517,104,428.79406.89160.8270.533.Pas. List Plafond Gypsum91.12m122,538.102,053,671.67Jumlah38,844,142.63VIPEKERJAAN LANTAI1.Pek. Lantai Kerja Beton Tebal 5 cm115.92m224,179.112,802,866.593.704.411564.932.Pek. Lantai Keramik 30/30 cm (Teras)115.92m2109,555.0012,699,725.165.221159.21115.923.Pek. Pas. Keramik 40/30 cm (Kolom Tengah)6.40m3105,549.00675,513.600.1259.52Jumlah16,178,105.34VIIPEK. PENGECATAN1.Pek. Cat Tembok (Termasuk Tempat Wudhu dan Dinding Existing)823.38m218,731.5015,423,102.13214.0882.342.Pek. Cat Plafond411.70m218,731.507,711,674.26107.0441.173.Pek. Cat Kayu (Listplank Termasuk Tempat Wudhu)51.74m219,079.50987,106.5513.454.Pek. Cat List Profil Gypsum5.47m218,731.50102,408.861.420.555.Pek. Cat Residu Kap Tempat Wudhu55.40m25,296.00293,398.4019.396.Pek. Waterproofing Plat Talang Beton15.60m265,000.001,014,283.73Jumlah25,531,973.92VIIIPEK. KONSTRUKSI ATAP1.Pek. Rangka Atap Baja Ringan378.98m2155,000.0058,742,041.052.Pek. Penutup Atap Spandek378.98m295,800.0036,306,371.1834,487,262.81378.983.Nok/Bubungan Atap Spandek97.74m173,250.007,159,162.0097.744.Pek. Listplank Woodplank124.96m174,612.509,323,204.94124.96Jumlah111,530,779.17IXPEK. INSTALASI LISTRIK1.Pek. Instalasi Titik Mata Lampu20ttk218,650.004,373,000.002.Pek. Instalasi Titik Stop Kontak3ttk172,050.00516,150.003.Pas. Lampu SL 15 Watt Ex. Philips8bh55,000.00440,000.004.Pas. Lampu SL 25 Watt Ex. Philips12bh60,000.00720,000.005.Pas. Saklar Tunggal3bh40,000.00120,000.006.Pas. Saklar Ganda2bh40,000.0080,000.007.Pas. Stop Kontak3bh40,000.00120,000.008.Pas. Panel MCB1Unit600,000.00600,000.00Jumlah6,969,150.00XPEK. LAIN-LAIN1.Pas. Kusen Aluminium 3" x 1 1/2" (Pada Leher Kubah)46.00m175,000.003,450,000.002.Pas. Kaca Mati 5mm(Pada Leher Kubah)13.00m2151,958.751,975,463.753.Ornamen Puncak Atap3Bh1,500,000.004,500,000.004.Penangkal Petir1Unit750,000.00750,000.005.Saluran Air Dari Atap (Pipa PVC 3")13.46m167,157.54903,940.556.Pek. Pembersihan1Ls300,000.00300,000.00Jumlah11,879,404.3014.322.0649.8719.734.56241.240.00150.2689.47112.530.0011.610.000.0045.2646.6212934.8310.3568.7234.755.40271.82864.56341.7179.3370.53115.92322.54124.0513.4519.39378.9897.7431.24139.980.000.000.000.000.000.000.0012.171.7542.3916.773.88205.050.00150.2689.47112.530.0011.610.000.0038.4739.6312934.838.8058.4129.544.59231.05734.88290.4567.4359.95115.92274.16105.4511.4316.48378.9897.7431.24139.980.000.000.000.000.000.000.00Rekapitulasi Material/Bahan Pembangunan Masjid NURUL YAQIN JATIA GOWANama MaterialVolumeSatuan-Batu Gunung12.17m3-Pasir Urug1.75m3-Pasir42.39m3-Batu Pecah 1-216.77m3-Kerikil (Max 30mm)-Rabat3.88m3-Semen @50Kg205Zak-Besi BetonDia. 60btg-Besi Beton Dia. 8150btg-Besi Beton Dia. 1089btg-Besi Beton Dia. 12113btg-Besi Beton Dia. 140btg-Besi Beton Dia. 1612btg-Besi Beton Dia. 190btg-Besi Beton Dia. 220btg-Kawat Beton38.47Kg-Paku39.63Kg-Batu Bata12935Biji-Papan Kelas III8.80m3-Minyak Bekisting58.41ltr-Multipleks 9mm30lbr-Balok Kayu Kelas II4.59m3-Kayu Dolken231Btg-Rangka Plafond (hollow 4x4)734.88m1-Rangka Plafond (hollow 2x4)290.45m1-Gypsum t=9mm67lbr-GRC t=4mm60lbr-Keramik 30/30116Dos-Cat Mowilex274.16Kg-Plamur105.45Kg-Cat Glotex11.43Kg-Residu16.48Kg-Atap Spandek378.98m2-Nok Atap97.74m'-Woodplank31lbr-Loster Motif Bintang140Bh35.0Kusen Kayu KelasI0.00m336.0Papan Kayu Kelas I0.00m337.0Papan Kayu Kelas II0.00m338.0Kaca 5 mm0.00m239.0Engsel Pintu0bh40.0Kunci Pintu0bh41.0Grendel Pintu0bh

TakalarREKAPITULASI PENAWARAN BIAYARENOVASI MASJID ATTA' AWUN KABUPATEN TAKALARPEKERJAAN: RENOVASI MASJID ATTA' AWUN KABUPATEN TAKALARSUMBER DANA: -ANGGARAN: TAHUN 2009NOJ E N I S P E K E R J A A NTOTAL HARGA (Rp.)IPEK. PERSIAPANRp.250,000.00IIPEK. TANAH DAN PONDASIRp.21,992,755.79IIIPEK. STRUKTUR BETONRp.115,308,453.93IVPEKERJAAN DINDINGRp.39,869,389.95VPEKERJAAN KUSEN, PINTU DAN JENDELARp.3,757,866.25VIPEK. PLAFONDRp.17,671,830.24VIIPEKERJAAN LANTAIRp.36,740,824.65VIIIPEK. PENGECATANRp.17,260,457.75IXPEK. KONSTRUKSI ATAPRp.60,937,255.88XPEK. INSTALASI LISTRIKRp.3,378,500.00XIPEK. LAIN-LAINRp.12,835,438.35REAL COSTRp.330,002,772.79'REAL COSTRp.33,000,277.28'REAL COSTRp.363,003,050.07PPN 10%Rp.33,000,277.28TOTAL BIAYARp.363,003,050.07DIBULATKANRp.330,000,000.00TERBILANG : TIGA RATUS TIGA PULUH JUTA RUPIAH,-Takalar,Juli 2009Diketahui/Disetujui,Pelaksana,KETUA PANITIA RENOVASI MASJID ATTA' AWUN TAKALARDrs. H. MADDOLANGAN TANGNGA, M.Ag.Ir. H. MURSYID MUSTAFA, M.Si.RENCANA PENAWARAN BIAYARENOVASI MASJID ATTA' AWUN KABUPATEN TAKALARPEKERJAAN: RENOVASI MASJID ATTA' AWUN KABUPATEN TAKALARSUMBER DANA: -ANGGARAN: TAHUN 2009NOURAIAN PEKERJAANVOL.SATHRG. SAT. (Rp.)JML. HARGABatu GunungPasir UrugPasirKerikil (Max 30mm)Semen @50KgBesi BetonDia. 6Besi Beton Dia. 8Besi Beton Dia. 10Besi Beton Dia. 12Besi Beton Dia. 14Besi Beton Dia. 16Besi Beton Dia. 19Besi Beton Dia. 22Kawat BetonPakuBatu BataPapan Kelas IIIMinyak BekistingMultipleks 9mmBalok Kayu Kelas IIKayu DolkenRangka Plafond (hollow 4x4)Rangka Plafond (hollow 2x4)Gypsum 9mmGRCTegel Keramik 30/30Cat AvitexPlamurCat GlotexCat Residu Rangka PlafondAtap SpandekNok AtapWoodplankLoster Motif BintangKusen Kayu KelasIPapan Kayu Kelas IPapan Kayu Kelas IIKaca 5 mmEngsel PintuKunci PintuGrendel PintuIPEK. PERSIAPANm3m3m3m3ZakbtgbtgbtgbtgbtgbtgbtgbtgKgKgBijim3ltrlbrm3Btgm1m1lbrlbrDosKgKgKgKgm2m'lbrBhm3m3m3m2bhbhbh1.Pek. Pembersihan dan Pas. Bowplank1.00Ls250,000.00250,000.00Jumlah250,000.00IIPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi45.63m315,800.00721,027.822.Pek. Urugan Kembali11.41m37,575.0086,420.663.Pek. Pasir Urug (Di Bawah Pondasi)4.69m3108,150.00506,703.845.624.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)4.82m225,037.87120,582.400.150.1865.025.Pek. Pondasi Batu Kosong10.21m3249,195.002,544,261.0112.256.Pek. Pondasi Batu Gunung 1:415.41m3460,055.007,087,625.7316.958.012511.187.Pek. Pondasi Trassram 1/2 Bata (Tangga)36.32m267,330.002,445,294.311.568.Pek. Rabat t=5 cm (Tangga)5.77m225,037.87144,533.630.180.2277.939.Pek. Pondasi Poer P1-Beton K1751.93m3543,770.241,050,564.101.051.47629.83-Besi Beton359.12Kg9,595.003,445,744.1268.74182.4097.925.39-Bekisting 3x Pakai13.87m238,376.67532,361.124.160.551.3910.Pek. Stek Poer P1-Beton K1751.18m3543,770.24639,473.800.640.90383.38-Besi Beton201.93kg9,595.001,937,471.53138.24166.403.03-Bekisting 3x Pakai19.04m238,376.67730,691.735.710.761.90Jumlah21,992,755.79IIIPEK. STRUKTUR BETON1.Pek. Sloef S (20/25)-Beton K1750.99m3543,770.24538,006.270.540.75322.54-Besi Beton229.53Kg9,595.002,202,385.72115.78207.483.44-Bekisting 3x Pakai13.19m241,543.33548,039.653.960.591.32Pek. Sloef S2 (15/20)-Beton K1751.69m3543,770.24918,493.180.921.29550.65-Besi Beton278.94Kg9,595.002,676,397.01179.78234.824.18-Bekisting 3x Pakai22.52m241,543.33935,622.346.761.012.252.Pek. KolomKolom Type K1-Beton K1757.20m3543,770.243,915,817.813.915.492347.60-Besi Beton982.32Kg9,595.009,425,337.98643.81822.2114.73-Bekisting 3x Pakai126.39m279,405.0010,035,921.7250.565.0625.2844.241.90252.78Kolom Type K2 (Dia. 25cm)-Beton K1757.11m3543,770.243,866,322.923.865.422317.93-Besi Beton423.48Kg9,595.004,063,299.94228.30538.326.35-Bekisting 3x Pakai69.54m279,405.005,521,802.7427.822.7813.9124.341.04139.08Kolom Type K3 15/15-Beton K1750.95m3543,770.24514,136.940.510.72308.23-Besi Beton145.54kg9,595.001,396,473.1965.92192.962.18-Bekisting 3x Pakai28.94m279,405.002,298,298.3211.581.165.7910.130.4357.89Kolom Praktis di Atas Kolom Bundar (15/15)-Beton K1750.99m3543,770.24537,157.990.540.75322.04-Besi Beton218.11kg9,595.002,092,761.6155.20316.803.27-Bekisting 3x Pakai30.24m279,405.002,401,207.2012.101.216.0510.580.4560.48Kolom Praktis Pada Dinding WC (15/15)-Beton K1750.11m3543,770.2461,174.150.060.0936.68-Besi Beton17.70kg9,595.00169,849.0512.2320.800.27-Bekisting 3x Pakai3.00m279,405.00238,215.001.200.120.601.050.056.00Kolom 15/15 Pada Menara Bag. Atas-Beton K1750.69m3543,770.24373,348.300.370.52223.83-Besi Beton158.55kg9,595.001,521,311.05102.56190.722.38-Bekisting 3x Pakai28.61m279,405.002,271,618.2411.441.145.7210.010.4357.22Kolom Dia. 10cm Pada Menara-Beton K1750.14m3543,770.2473,828.460.070.1044.26-Besi Beton57.79Kg9,595.00554,540.0338.01669.120.87-Bekisting 3x Pakai5.43m279,405.00430,845.182.170.221.091.900.0810.853.Pek. Balok & RingbalkBalok 15/20 Pada Menara-Beton K1751.28m3543,770.24697,613.710.700.98418.23-Besi Beton186.58Kg9,595.001,790,274.2888.70171.062.80-Bekisting 3x Pakai23.52m282,455.001,939,358.099.410.944.708.230.4247.04Balok 25/40 Pada Menara-Beton K1751.05m3543,770.24572,263.800.570.80343.08-Besi Beton164.68Kg9,595.001,580,065.0277.1321.8576.472.47-Bekisting 3x Pakai11.05m282,455.00911,144.244.420.442.213.870.2022.10Ringbalk Rb 15/20-Beton K1751.69m3543,770.24918,493.180.921.29550.65-Besi Beton210.57Kg9,595.002,020,417.74178.61226.423.16-Bekisting 3x Pakai30.97m282,455.002,553,400.4812.391.246.1910.840.5661.93Ringbalk Rb1 (15/20)-Beton K1750.51m3543,770.24278,954.130.280.39167.24-Besi Beton75.71Kg9,595.00726,431.6255.3987.001.14-Bekisting 3x Pakai9.41m282,455.00775,489.283.760.381.883.290.1718.81Balok Latei 15/20-Beton K1750.48m3543,770.24262,314.760.260.37157.26-Besi Beton29.87Kg9,595.00286,561.6655.3013.120.45-Bekisting 3x Pakai8.84m282,455.00729,232.023.540.351.773.100.164.Pekerjaan Plat Beton Talang Air t = 10cm1.69m32,246,129.763,794,387.010.921.07458.93193.002.535.630.562.814.930.2184.435.Pekerjaan Plat Beton Kanopi t = 10cm2.69m32,246,129.766,041,505.061.461.71730.71307.304.038.960.904.487.840.34134.436.Pekerjaan Plat Beton Kanopi t = 15cm2.11m33,369,194.647,113,717.571.152.01860.40289.473.177.040.703.526.160.26105.537.Plat Beton Pada Menara (Termasuk Plat Miring)3.76m32,246,129.768,438,561.49429.225.6412.521.256.2610.950.47187.778.Pekerjaan Profil Beton Di Atas Kolom (15/25)-Beton K1753.06m3543,770.241,664,487.501.662.33997.89-Besi Beton414.71Kg9,595.003,979,145.42282.59489.766.22-Bekisting 3x Pakai53.06m282,455.004,374,860.2921.222.1210.6118.570.96106.129.Pekerjaan Les Profil Beton Di Atas Kolom-Beton K1752.45m3543,770.241,331,590.001.331.87798.31-Besi Beton61.52Kg9,595.00590,279.60198.450.92-Bekisting 3x Pakai28.57m282,455.002,355,694.0011.431.145.7110.000.5157.14Jumlah115,308,453.93IVPEKERJAAN DINDING1.Pas. Pasangan Batu 1/2 Bata (1:5)156.19m265,792.8010,275,869.527.031511.8710932.972.Pek. Plesteran Biasa( 1 : 5 )321.87m223,556.647,582,200.228.371668.583.Pek. Plesteran Beton ( 1 : 4 )405.61m224,360.409,880,711.429.732,530.984.Pek. Acian727.48m214,006.0010,189,035.962,364.305.Pek. Pas. Bata Les Plat Atap52.74m124,962.361,316,514.920.72146.74369.186.Pek. Ornamen Kolom Bulat (Pas. Bata 1/2)9.50m265,792.80625,057.920.4391.96665.03Jumlah39,869,389.95VPEKERJAAN KUSEN, PINTU DAN JENDELA1.Pek. Pintu PVC + Kusen (WC)1Bh533,945.00533,945.002.Pek. Engsel Pintu2Bh48,958.7597,917.503.Pek. Kunci Pintu1Bh191,945.00191,945.004.Pek. Grendel Pintu1Bh33,958.7533,958.755.Pek. Ornamen Motif Bintang Pada Menara4Bh30,000.00120,000.006.Pek. Loster Sisi Menara12.36m2225,000.002,780,100.00257.15Jumlah3,757,866.25VIPEK. PLAFOND1.Pek. Rangka Plafond Kayu Kelas II196.45m260,725.0011,929,456.612.362.Pek. Plafond GRC (Selasar), T = 4 mm196.45m229,230.645,742,373.6371.513.Pek. Plafond Gypsum, T = 9mm311.64m229,906.260.0Jumlah17,671,830.24VIIPEKERJAAN LANTAI1.Pek. Urugan Pasir Di Bawah Lantai24.29m3108,150.002,626,866.1729.152.Pek. Lantai Kerja Beton Tebal 5 cm241.69m225,037.876,051,428.577.719.193262.833.Pek. Lantai Keramik 30/30 cm (Teras)217.61m2108,945.0023,707,848.299.792176.13217.614.Pek. Lantai Keramik 30/30 cm (Tangga)22.44m2108,945.002,444,943.691.01224.4222.445.Pek. Lantai Keramik 30/30 cm (Tempat Wudhu)7.20m2108,945.00784,512.950.3272.017.206.Pek. Dinding Keramik 20/25 cm (WC & Tempat Wudhu)25.01m245,000.001,125,225.000.45232.55Jumlah36,740,824.65VIIIPEK. PENGECATAN1.Pek. Cat Tembok700.58m218,471.5012,940,746.97182.1570.062.Pek. Cat Plafond196.45m218,471.503,628,735.4151.0819.653.Pek. Cat Kayu (Listplank)14.35m219,079.50273,714.513.734.Pek. Cat Residu Rangka Plafond78.58m25,310.00417,260.8627.50Jumlah17,260,457.75IXPEK. KONSTRUKSI ATAP1.Pek. Rangka Atap Baja Ringan (Atap Selasar dan Menara)213.35m2150,000.0032,002,078.502.Pek. Penutup Atap Spandek241.85m295,080.0022,994,830.83241.853.Nok/Bubungan Atap Spandek30.82m167,750.002,088,326.0030.824.Pek. Listplank Woodplank47.82m180,552.503,852,020.5547.82Jumlah60,937,255.88XPEK. INSTALASI LISTRIK1.Pek. Instalasi Titik Mata Lampu10ttk194,650.001,946,500.002.Pas. Lampu SL 25 Watt Ex. Philips10bh51,000.00510,000.003.Pas. Saklar Tunggal7bh46,000.00322,000.004.Pas. Panel MCB1Unit600,000.00600,000.00Jumlah3,378,500.00XIPEK. LAIN-LAIN1.Ornamen Puncak Atap2Bh1,500,000.003,000,000.002.Saluran Air Dari Atap (Pipa PVC 3")30m165,000.001,950,000.003.Pas. Kran Air 1/2"11Bh27,500.00302,500.004.Pipa Air Bersih (Pipa GIP 1")12m146,000.00552,000.005.Pek. Pipa PVC Dia 3" (D) (Air Kotor-Closet/Floor Drain)24m167,942.491,630,619.876.Pas. Kloset Jongkok1Unit100,000.00100,000.007.Pek. Septic Tank1Unit5,150,318.485,150,318.488.Pek. Pembersihan1Ls150,000.00150,000.00Jumlah12,835,438.3529.2034.7777.1839.92598.120.00220.72326.34191.500.0016.610.000.0078.6279.2511967.188.21115.4563.3411.00469.870.000.000.0071.51249.75233.2389.703.7327.50241.8530.8211.96257.150.000.000.000.000.000.000.0024.8229.5565.6033.93508.410.00220.72326.34191.500.0016.610.000.0066.8367.3610172.106.9898.1353.849.35399.390.000.000.0060.78249.75198.2476.253.1723.38241.8530.8211.96257.150.000.000.000.000.000.000.00REKAPITULASI MATERIAL/BAHAN PEMBANGUNAN MASJID ATTA' AWUN TAKALARNama MaterialVolumeSatuan-Batu Gunung24.82m3-Pasir Urug29.55m3-Pasir65.60m3-Kerikil (Max 30mm)33.93m3-Semen @50Kg508Zak-Besi BetonDia. 60btg-Besi Beton Dia. 8221btg-Besi Beton Dia. 10326btg-Besi Beton Dia. 12192btg-Besi Beton Dia. 140btg-Besi Beton Dia. 1617btg-Besi Beton Dia. 190btg-Besi Beton Dia. 220btg-Kawat Beton66.83Kg-Paku67.36Kg-Batu Bata10172Biji-Papan Kelas III6.98m3-Minyak Bekisting98.13ltr-Multipleks 9mm54lbr-Balok Kayu Kelas II7.34m3-Rangka Plafond Balok Kayu Kelas II2.00m3-Kayu Dolken399Btg-Rangka Plafond (hollow 4x4)0.00m1-Rangka Plafond (hollow 2x4)0.00m1-Gypsum 9mm0lbr-GRC61lbr-Tegel Keramik 30/30250Dos-Cat Avitex198.24Kg-Plamur76.25Kg-Cat Glotex3.17Kg-Cat Residu Rangka Plafond23.38Kg-Atap Spandek241.85m2-Nok Atap30.82m'-Woodplank12lbr-Loster Motif Bintang257Bh-Kusen Kayu KelasI0.00m3-Papan Kayu Kelas I0.00m3-Papan Kayu Kelas II0.00m3-Kaca 5 mm0.00m2-Engsel Pintu0bh-Kunci Pintu0bh-Grendel Pintu0bh-Pintu + Kusen PVC + Accessories1Unit-Kran Air 1/2'11Buah-Kloset Jongkok1Unit-Pipa Air Bersih (Pipa GIP 1")12m1Saluran Air Dari Atap (Pipa PVC 3")30m1Pek. Pipa PVC Dia 3" (D) (Air Kotor-Closet/Floor Drain)24m1

Luwu UtaraREKAPITULASI RENCANA ANGGARAN BIAYA (RAB)PEMBANGUNAN MASJID NURUL YASIN BONE-BONEPEKERJAAN: PEMBANGUNAN MASJID NURUL YASIN BONE-BONESUMBER DANA: BANTUAN YAYASAN NURUL YASINANGGARAN: TAHUN 2009NOJ E N I S P E K E R J A A NTOTAL HARGA (Rp.)IPEK. PERSIAPANRp.350,000.00350,000.00IIPEK. TANAH DAN PONDASIRp.38,141,492.1438,141,492.14IIIPEK. STRUKTUR BETONRp.103,756,395.72103,756,395.72IVPEKERJAAN DINDINGRp.49,759,812.9249,759,812.92VPEKERJAAN PINTU DAN JENDELARp.26,490,602.4626,490,602.46VIPEK. PLAFONDRp.9,528,426.589,528,426.58VIIPEKERJAAN LANTAIRp.26,016,772.6326,016,772.63VIIIPEK. PENGECATANRp.17,241,466.0217,241,466.02IXPEK. KONSTRUKSI ATAPRp.52,062,595.1252,062,595.12XPEK. INSTALASI LISTRIKRp.3,358,600.003,358,600.00XIPEK. LAIN-LAINRp.6,298,900.000.006,298,900.00REAL COSTRp.333,005,063.60'REAL COSTRp.33,300,506.36'REAL COSTRp.366,305,569.95PPN 10%Rp.33,300,506.36TOTAL BIAYARp.366,305,569.95DIBULATKANRp.333,000,000.00333,333,333.00TERBILANG : TIGA RATUS TIGA PULUH TIGA JUTA RUPIAH,-Bone-Bone, Juli 2009Diketahui/Disetujui,Pelaksana,KETUA PANITIAPEMBANGUNAN MASJID NURUL YASIN BONE-BONESAMRONI, S.Ag.Ir. H. MURSYID MUSTAFA, M.Si.Diperiksa/Disetujui,UNSUR TEKNIS TARKIM PROPINSI SULSELIr. SYAFRUDDIN HAMRUN, M.Si.RENCANA ANGGARAN BIAYA (RAB)PEMBANGUNAN MASJID NURUL YASIN BONE-BONEPEKERJAAN: PEMBANGUNAN MASJID NURUL YASIN BONE-BONESUMBER DANA: BANTUAN YAYASAN NURUL YASINANGGARAN: TAHUN 2009NOURAIAN PEKERJAANVOL.SATHRG. SAT. (Rp.)JML. HARGABatu GunungPasir UrugPasirKerikil (Max. 30mm)Semen @40KgBesi BetonDia. 6Besi Beton Dia. 8Besi Beton Dia. 10Besi Beton Dia. 12Besi Beton Dia. 14Besi Beton Dia. 16Besi Beton Dia. 19Besi Beton Dia. 22Kawat BetonPakuBatu BataPapan Kelas IIIMinyak BekistingMultipleks 9mmBalok Kayu Kelas IIKayu DolkenRangka Plafond (hollow 4x4)Rangka Plafond (hollow 2x4)Gypsum 9mmGRCKeramik 30/30Keramik 40/40Keramik 10/40Cat AvitexPlamurCat Kayu ICIResiduAtap SpandekNok AtapWoodplankLoster Motif BintangKusen Kayu Kelas IPapan Kayu Kelas IPapan Kayu Kelas IIKaca 5 mmEngsel PintuKunci PintuGrendel PintuIPEK. PERSIAPANm3m3m3m3ZakbtgbtgbtgbtgbtgbtgbtgbtgKgKgBijim3ltrlbrm3Btgm1m1lbrlbrDosDosDosKgKgKgKgm2m'lbrBhm3m3m3m2bhbhbh1.Pek. Pembersihan dan Pas. Bowplank1.00Ls350,000.00350,000.00Jumlah350,000.00IIPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi76.30m315,800.001,205,550.742.Pek. Urugan Kembali19.08m37,575.00144,494.413.Pek. Pasir Urug (Di Bawah Pondasi)6.63m382,950.00549,600.167.954.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)5.20m223,289.63121,106.050.170.1770.204.Pek. Pondasi Batu Kosong10.46m3182,895.001,913,374.3312.555.Pek. Pondasi Batu Gunung 1:465.38m3397,255.0025,974,518.1771.9234.0010657.766.Pek. Pondasi Trassram 1/2 Bata (Tangga Selasar)30.87m263,185.001,950,520.951.33355.018.Pek. Pondasi Trassram 1 Bata (Selasar)52.88m2130,408.000.07.Pek. Pondasi Poer P1-Beton K1751.06m3511,143.25544,244.890.580.81347.11-Besi Beton250.35Kg9,280.002,323,248.7499.84102.403.76-Bekisting 3x Pakai10.32m235,693.33368,355.203.100.411.038.Pek. Stek Poer P1-Beton K1750.85m3511,143.25435,902.970.460.65278.01-Besi Beton201.93kg9,280.001,873,865.11138.24166.403.03-Bekisting 3x Pakai20.64m235,693.33736,710.406.190.832.06Jumlah38,141,492.14IIIPEK. STRUKTUR BETON1.Pek. Sloef S (15/20)-Beton K1752.14m3511,143.251,094,807.511.161.63698.25-Besi Beton338.65Kg9,280.003,142,629.01216.23285.985.08-Bekisting 3x Pakai28.56m238,526.671,100,259.968.571.292.862.Type Kolom K1-Beton K1755.21m3511,143.252,663,367.132.833.971698.66-Besi Beton975.45Kg9,280.009,052,169.32716.91782.0814.63-Bekisting 3x Pakai98.74m274,755.007,381,129.2939.503.9519.7534.561.48197.483.Type Kolom K2 15/15-Beton K1751.35m3511,143.25690,043.390.731.03440.10-Besi Beton212.94Kg9,280.001,976,060.93163.2240.003.19-Bekisting 3x Pakai36.00m274,755.002,691,180.0014.401.447.2012.600.5472.004.Type Kolom K3 (Dia. 25cm)-Beton K1753.42m3511,143.251,748,131.831.862.611114.93-Besi Beton349.96kg9,280.003,247,640.97178.72315.365.25-Bekisting 3x Pakai23.19m274,755.001,733,195.279.270.934.648.110.3546.375.Type Kolom Praktis Kp (15/15)-Beton K1752.78m3511,143.251,421,010.961.512.12906.30-Besi Beton547.77kg9,280.005,083,305.60483.60576.968.22-Bekisting 3x Pakai42.55m274,755.003,180,974.7617.021.708.5114.890.6485.106.Kolom Praktis Diatas Kolom Bundar (15/15)-Beton K1750.43m3511,143.25220,077.840.230.33140.36-Besi Beton88.78kg9,280.00823,891.3979.0093.121.33-Bekisting 3x Pakai13.25m274,755.00990,354.245.300.532.654.640.2026.507.Kolom 15/15 Pada Menara Bag. Atas-Beton K1751.08m3511,143.25552,034.710.590.82352.08-Besi Beton156.77Kg9,280.001,454,807.0496.00192.002.35-Bekisting 3x Pakai28.80m274,755.002,152,944.0011.521.155.7610.080.4357.608.Kolom Dia. 10cm Pada Menara-Beton K1750.14m3511,143.2569,398.650.070.1044.26-Besi Beton63.53Kg9,280.00589,541.6225.3486.400.95-Bekisting 3x Pakai5.43m274,755.00405,983.732.170.221.091.900.0810.869.Ringbalk Rb1 (20/30)-Beton K1754.99m3511,143.252,550,707.072.713.801626.81-Besi Beton992.25Kg9,280.009,208,108.76494.66332.68415.8514.88-Bekisting 3x Pakai54.89m277,555.004,257,164.5721.962.2010.9819.210.99109.7810.Ringbalk Rb2 (15/20)-Beton K1751.25m3511,143.25640,145.590.680.95408.28-Besi Beton200.16Kg9,280.001,857,473.53128.82168.583.00-Bekisting 3x Pakai16.70m277,555.001,295,044.416.680.673.345.840.3033.4011.Balok Konsol BK-Beton K1750.65m3511,143.25331,588.850.350.49211.48-Besi Beton177.74Kg9,280.001,649,449.1870.1895.042.67-Bekisting 3x Pakai11.10m277,555.00860,860.504.440.442.223.890.2022.20Balok Konsol BK'-Beton K1750.09m3511,143.250.0-Besi Beton33.31Kg9,280.000.0-Bekisting 3x Pakai1.85m277,555.000.012.Balok Konsol BK'-Beton K1750.09m3511,143.2546,922.950.050.0729.93-Besi Beton33.31Kg9,280.00309,161.3411.618.200.50-Bekisting 3x Pakai1.85m277,555.00143,476.750.740.070.370.650.033.7013.Balok Pada Menara (15/20)-Beton K1751.50m3511,143.25765,672.150.811.14488.33-Besi Beton217.86Kg9,280.002,021,730.26103.56199.733.27-Bekisting 3x Pakai27.46m277,555.002,129,861.9410.991.105.499.610.4954.93Balok 15/30 Pada Lisplank Pas. Bata Tepi Plat Atap-Beton K1750.29m3511,143.250.0-Besi Beton38.09Kg9,280.000.0-Bekisting 3x Pakai4.81m277,555.000.014.Balok Pada Menara (20/40)-Beton K1750.84m3511,143.25430,341.73-Besi Beton143.80Kg9,280.001,334,444.49-Bekisting 3x Pakai10.52m277,555.00816,188.8215.Pekerjaan Plat Beton Atap t = 9cm4.26m31,646,349.307,018,584.641.933.251389.78687.604.8010.651.075.339.320.40159.8016.Plat Beton Pada Menara t =10cm1.23m31,829,277.002,248,181.440.560.94400.65198.231.543.410.341.712.990.1351.1917.Dinding Beton Miring Pada Menara t =10cm1.96m31,829,277.003,593,431.750.891.50640.39316.842.465.450.552.734.770.2081.8218.Pekerjaan Profil Beton Di Atas Jendela dan Pintu (20/44)-Beton K1753.14m3511,143.251,604,659.091.702.391023.43-Besi Beton196.50Kg9,280.001,823,482.98140.69227.752.95-Bekisting 3x Pakai24.97m277,555.001,936,713.229.991.004.998.740.4549.9419.Pekerjaan Plat Beton Listplank Pada Tepi Plat Atap t=10cm-Beton K1750.44m3511,143.25224,903.030.240.34143.44-Besi Beton49.85Kg9,280.00462,589.4480.400.75-Bekisting 3x Pakai9.42m277,555.00730,568.103.770.381.883.300.1718.84Jumlah103,756,395.72IVPEKERJAAN DINDING1.Pas. Pasangan Batu 1/2 Bata (1:5)248.84m261,617.8015,332,689.2911.202408.7317418.482.Pek. Plesteran Biasa( 1 : 5 )497.67m223,166.6411,529,359.8012.942579.933.Pek. Plesteran Beton ( 1 : 4 )303.01m224,000.407,272,315.347.271890.774.Pek. Acian785.65m214,006.0011,003,848.482553.375.Pek. Loster Beton Motif Bintang Sisi Menara16.50m2220,000.003,630,000.00264.006.Pek. Les Plat Atap30.33m120,000.00606,600.000.411415.127.Pek. Pas Dinding GRC Pada Leher Kubah5.50m270,000.00385,000.005.50Jumlah49,759,812.92VPEKERJAAN PINTU DAN JENDELA1.Pintu Type P15Unit1,752,674.850.02.Jendela Type J14Unit1,511,179.040.03.Jendela Type J3 (Diatas Kusen Mesjid)9Unit460,772.000.01.Jendela Type J3 (Pada Atap Mesjid)4Unit656,339.552,625,358.205.Ventilasi Type V25Unit305,128.300.02.Kusen Kayu Kelas I0.85m38,933,500.007,555,043.082,032,371.25Kusen pintu0.853.Daun Pintu Kaca20.70m2209,250.004,331,475.008,302,746.25kusen+daun pintu+engsel+kunci0.5022.774.Pek. Teralis Hollow21.72m2450,000.009,774,900.007.805.Pek. Pas Kaca Mati2.34m2113,458.75264,926.18266,571.77Pengecatan2.346.Pas. Engsel Pintu20Bh48,958.75979,175.008,569,318.02Total20.007.Pas. Kunci Pintu5Bh191,945.00959,725.005.00Jumlah26,490,602.461,938,900.00Kunci + engselVIPEK. PLAFOND6,630,418.02Kurang pintu + engsel1.Pek. Plafond Gypsum 9 mm Rangka Hollow114.75m283,034.959,528,426.585,304,334.4280%240.9895.24114.75Jumlah9,528,426.58VIIPEKERJAAN LANTAI1.Pek. Urugan Tanah Di Bawah Lantai (Upah)111.96m310,950.001,225,927.512.Pek. Urugan Pasir Di Bawah Lantai24.86m382,950.002,062,381.7029.843.Pek. Lantai Kerja Beton Tebal 5 cm172.54m223,289.634,018,494.495.505.502329.354.Pek. Lantai Keramik 30/30 cm23.81m298,165.002,337,387.181.07238.1123.815.Pek. Lantai Keramik 40/40 cm145.87m2103,775.0015,138,074.356.561458.74145.876.Pek. Lantai Keramik 10/40 cm11.90m2103,775.001,234,507.400.54118.9611.90Jumlah26,016,772.63VIIIPEK. PENGECATAN1.Pek. Cat Tembok785.65m218,871.5014,826,440.57204.2778.572.Pek. Cat Plafond114.75m218,871.502,165,542.3729.8411.483.Pek. Cat Kayu12.57m219,847.50249,483.073.27Jumlah17,241,466.02IXPEK. KONSTRUKSI ATAP1.Pek. Rangka Atap Baja Ringan168.57m2160,000.0026,970,496.002.Pek. Penutup Atap Spandek168.57m295,080.0016,027,217.25168.573.Nok/Bubungan Atap Spandek102.00m162,250.006,349,500.00102.004.Pek. Listplank Woodplank41.90m164,806.252,715,381.8841.90Jumlah52,062,595.12XPEK. INSTALASI LISTRIK1.Pek. Instalasi Titik Mata Lampu10ttk170,650.001,706,500.002.Pek. Instalasi Titik Stop Kontak2ttk136,050.00272,100.003.Pas. Lampu SL 25 Watt Ex. Philips10bh50,000.00500,000.004.Pas. Saklar Tunggal2bh40,000.0080,000.005.Pas. Saklar Ganda2bh40,000.0080,000.006.Pas. Stop Kontak3bh40,000.00120,000.007.Pas. Panel MCB1Unit600,000.00600,000.00Jumlah3,358,600.00XIPEK. LAIN-LAIN1.Pek. Kran Air 1/2" Tempat Wudhu16Bh29,000.00464,000.002.Pipa Air Bersih (Pipa GIP 1")12m140,408.33484,900.003.Ornamen Puncak Atap3Bh1,500,000.004,500,000.004.Penangkal Petir1Unit750,000.00750,000.005.Pek. Pembersihan1Ls100,000.00100,000.00Jumlah6,298,900.0084.4837.79100.9334.62961.470.00276.98245.39213.7037.8019.600.000.0084.5965.0417418.486.7594.5851.702.36360.50240.9895.2439.841.9124.05151.9512.39234.1190.043.270.00168.57102.0041.90264.000.850.500.0025.1120.005.000.0071.8132.1285.7929.43817.250.00276.98245.39213.7037.8019.600.000.0071.9155.2814805.715.7480.3943.952.01306.43204.8380.9639.841.9124.05151.9512.39198.9976.532.780.00168.57102.0041.90264.000.850.420.0021.3420.005.000.00Rekapitulasi Material/Bahan Pembangunan Masjid Nurul Yasin PangkepNoNama MaterialVolumeSatuanBahan MasukKet.1.0Batu Gunung71.81m32.0Pasir Urug32.12m33.0Pasir85.79m34.0Kerikil (Max. 30mm)29.43m35.0Semen @40Kg817Zak7.0Besi Beton Dia. 8277btg8.0Besi Beton Dia. 10245btg9.0Besi Beton Dia. 12214btg10.0Besi Beton Dia. 1438btg11.0Besi Beton Dia. 1620btg12.0Kawat Beton71.91Kg13.0Paku55.28Kg14.0Batu Bata14806Biji15.0Papan Kelas III5.74m316.0Minyak Bekisting80ltr17.0Multipleks 9mm44lbr18.0Balok Kayu Kelas II2.01m319.0Kayu Dolken306Btg20.0Rangka Plafond (hollow 4x4)204.83m121.0Rangka Plafond (hollow 2x4)80.96m122.0Gypsum 9mm40lbr23.0Keramik 30/3024Dos24.0Keramik 40/40152Dos25.0Keramik 10/4012Dos26.0Cat Avitex198.99Kg27.0Plamur76.53Kg28.0Cat Kayu ICI2.78Kg29.0Atap Spandek168.57m230.0Nok Atap102.00m'31.0Woodplank10lbr32.0Loster Motif Bintang264Bh33.0Kusen Kayu Kelas I0.85m334.0Papan Kayu Kelas I0.42m335.0Kaca 5 mm21.34m236.0Engsel Pintu20bh37.0Kunci Pintu5bh38.0Grendel Pintu5bh

TatorREKAPITULASI PENAWARAN BIAYAPEMBANGUNAN MASJID NURUL HUDAA SIGUNTU TANA TORAJAPEKERJAAN: PEMBANGUNAN MASJID NURUL HUDAA SIGUNTU TANA TORAJASUMBER DANA: -ANGGARAN: TAHUN 2009NOJ E N I S P E K E R J A A NTOTAL HARGA (Rp.)A. BANGUNAN UTAMA MASJIDIPEK. PERSIAPANRp.5,500,000.005,500,000.00IIPEK. TANAH DAN PONDASIRp.27,976,591.9027,976,591.90IIIPEK. STRUKTUR BETONRp.46,581,143.8046,581,143.80IVPEKERJAAN DINDINGRp.25,480,929.3525,480,929.35VPEKERJAAN PINTU DAN JENDELARp.21,252,729.2521,252,729.25VIPEK. PLAFONDRp.12,640,887.8312,640,887.83VIIPEKERJAAN LANTAI & PELATARANRp.28,021,631.0428,021,631.04VIIIPEK. PENGECATANRp.17,437,017.2417,437,017.24IXPEK. KONSTRUKSI ATAPRp.53,975,573.8353,975,573.83XPEK. INSTALASI LISTRIKRp.6,273,850.006,273,850.00XIPEK. LAIN-LAINRp.3,833,000.00B. BANGUNAN MENARA MASJIDIPEK. PERSIAPANRp.150,000.00IIPEK. TANAH DAN PONDASIRp.7,508,088.13IIIPEK. BETON BERTULANGRp.19,921,681.48IVPEK. DINDINGRp.10,287,722.87VPEK. PLAFONDRp.513,095.36VIPEK. LANTAIRp.1,030,249.24VIIPEK. PENGECATANRp.5,153,825.72VIIIPEK. KONSTRUKSI ATAPRp.5,332,269.23C. PEK. PAGAR DAN PELATARANIPEK. TANAH DAN PONDASI PAGARRp.15,705,246.63IIPEK. PELATARANRp.18,427,563.140.003,833,000.00REAL COSTRp.333,003,096.06'REAL COSTRp.33,300,309.61'REAL COSTRp.366,303,405.66PPN 10%Rp.33,300,309.61TOTAL BIAYARp.366,303,405.66DIBULATKANRp.333,000,000.00333,333,333.00TERBILANG : TIGA RATUS TIGA PULUH TIGA JUTA RUPIAH,-Makale, .. Juli 2009Diketahui,Pelaksana,KETUA PANITIA PEMBANGUNANMASJID NURUL HUDAA SIGUNTU TANA TORAJA( Drs. AMAL ALWY )( Ir. H. MURSYID MUSTAFA, M.Si.)PENAWARAN BIAYAPEMBANGUNAN MASJID NURUL HUDAA SIGUNTU TANA TORAJAPEKERJAAN: PEMBANGUNAN MASJID NURUL HUDAA SIGUNTU TANA TORAJASUMBER DANA: -ANGGARAN: TAHUN 2009NOURAIAN PEKERJAANVOL.SATHRG. SAT. (Rp.)JML. HARGABatu GunungPasir UrugPasirKerikil (Max. 30mm)Semen @40KgBesi BetonDia. 6Besi Beton Dia. 8Besi Beton Dia. 10Besi Beton Dia. 12Besi Beton Dia. 14Besi Beton Dia. 16Besi Beton Dia. 19Besi Beton Dia. 22Kawat BetonPakuBatu BataPapan Kelas IIIMinyak BekistingMultipleks 9mmBalok Kayu Kelas IIKayu DolkenRangka Plafond (hollow 4x4)Rangka Plafond (hollow 2x4)Gypsum 9mmGRCKeramik 30/30Keramik 40/40Keramik 10/40Cat AvitexPlamurCat Kayu ICIResiduAtap SpandekNok AtapWoodplankLoster Motif BintangKusen Kayu Kelas IPapan Kayu Kelas IPapan Kayu Kelas IIKaca 5 mmEngsel PintuKunci PintuGrendel PintuA. BANGUNAN UTAMA MASJIDIPEK. PERSIAPANm3m3m3m3ZakbtgbtgbtgbtgbtgbtgbtgbtgKgKgBijim3ltrlbrm3Btgm1m1lbrlbrDosDosDosKgKgKgKgm2m'lbrBhm3m3m3m2bhbhbh1.Pek. Pembersihan dan Pas. Bowplank1Ls500,000.00500,000.002.Pek. Pembongkaran Masjid Eksisting1Ls5,000,000.005,000,000.00Jumlah5,500,000.00IIPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi34.60m327,375.00947,175.002.Pek. Urugan Kembali4.94m39,125.0045,103.573.Pek. Pasir Urug (Di Bawah Pondasi)3.46m3112,950.00390,807.004.154.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)m224,964.480.00.000.000.004.Pek. Pondasi Batu Kosong13.84m3214,395.002,967,226.8016.615.Pek. Pondasi Batu Gunung 1:451.90m3429,345.0022,283,005.5057.0926.998459.706.Pek. Pondasi Trassram 1 Bata (Tangga Selasar)9.65m2139,134.501,343,274.034.700.42111.038.Pek. Pondasi Trassram 1 Bata (Selasar, Tangga)m2139,134.508.Pek. Pondasi Poer P1-Beton K175m3545,407.380.000.000.00-Besi BetonKg9,617.502700.003690.000.00-Bekisting 3x Pakaim241,026.670.000.000.009.Pek. Stek Poer P1-Beton K175m3545,407.380.000.000.00-Besi Betonkg9,617.50157.34164.800.00-Bekisting 3x Pakaim241,026.670.000.000.00Jumlah27,976,591.90IIIPEK. STRUKTUR BETON1.Pek. Sloef S (15/20)-Beton K1752.56m3545,407.381,398,315.441.391.95835.80-Besi Beton411.07Kg9,617.503,953,442.05Pjg0.006.17-Bekisting 2x Pakai51.28m266,790.003,424,724.0415.382.315.132.Pek. Sloef S2 (15/20) Pagar Keliling Area-Beton K1752.88m3545,407.38-Besi Beton611.64Kg9,617.50-Bekisting 3x Pakai51.12m244,526.673.Kolom Type K1 (Dia. 25cm)-Beton K1751.57m3545,407.38858,963.640.851.20513.42-Besi Beton231.66Kg9,617.502,227,951.583.47-Bekisting 2x Pakai17.29m2133,432.502,306,476.076.910.693.466.050.2634.574.Kolom Type K2 (20/30)-Beton K1750.59m3545,407.38323,971.980.320.45193.64-Besi Beton75.81Kg9,617.50729,130.9500.001.14-Bekisting 2x Pakai9.90m2133,432.501,320,981.753.960.401.983.470.1519.805.Kolom Type Praktis Kp (15/15)-Beton K1751.40m3545,407.38765,751.960.761.07457.70-Besi Beton291.60kg9,617.502,804,482.240.004.37-Bekisting 2x Pakai46.80m2133,432.506,244,641.0018.721.879.3616.380.7093.606.Kolom Selasar Depan K3 (20/50)-Beton K2250.99m3545,407.38539,953.310.540.75322.74-Besi Beton104.01kg9,617.501,000,286.321.56-Bekisting 2x Pakai13.86m2133,432.501,849,374.455.540.552.774.850.2127.727.Ringbalk Rb1 (15/20)-Beton K1751.32m3545,407.38719,937.740.721.01430.32-Besi Beton208.75Kg9,617.502,007,694.960.000.000.003.13-Bekisting 2x Pakai22.00m2139,132.503,060,915.008.800.884.407.700.4044.008.Ringbalk Pada Selasar Depan Rb2 (20/30)-Beton K1750.52m3545,407.38283,066.430.280.40169.19-Besi Beton64.23Kg9,617.50617,687.030.000.000.96-Bekisting 2x Pakai6.92m2139,132.50962,796.902.770.281.382.420.1213.849.Pekerjaan Profil Beton Di Atas Jendela (25/25)-Beton K1751.49m3545,407.38810,713.200.811.13484.58-Besi Beton147.19Kg9,617.501,415,635.820.000.002.21-Bekisting 2x Pakai20.22m2139,132.502,812,637.298.090.814.047.080.3640.4310.Plat Beton Atap Selasar Depan t=10cm0.51m32,868,550.111,468,697.6511.Plat Kanopi Di Atas Pintu Samping t=10cm0.48m32,868,550.111,364,856.1412.Plat Beton Atap WC t=10cm0.46m32,868,550.111,308,058.85Jumlah46,581,143.80IVPEKERJAAN DINDING1.Pas. Pasangan Batu 1/2 Bata (1:5)156.64m265,858.2010,316,226.027.051516.3010965.012.Pek. Plesteran Biasa( 1 : 5 )318.54m223,582.167,511,766.928.281651.293.Pek. Plesteran Beton ( 1 : 4 )82.02m224,427.602,003,642.481.97511.834.Pek. Acian400.56m214,103.505,649,293.931301.82Jumlah25,480,929.35VPEKERJAAN PINTU DAN JENDELA1.Kusen Kayu Kelas I0.27m39,263,500.002,517,133.800.272.Daun Pintu Kaca9.24m2209,250.001,933,470.000.2210.163.Daun Pintu Panel Kayu Kelas I3.28m2465,250.001,526,020.004.Pintu PVC + Kusen1unit350,000.00350,000.005.Pek. Teralis Hollow (2x2)18.17m2450,000.008,177,400.006.Pek. Pas Kaca Mati12.39m2113,458.751,405,640.4512.397.Pas. Engsel Pintu16Bh48,958.75783,340.0016.008.Pas. Kunci Pintu5Bh191,945.00959,725.005.009.Pas. Kusen Aluminium 3" x 1 1/2" (Pada Leher Kubah)45.00m180,000.003,600,000.00Jumlah21,252,729.25VIPEK. PLAFOND1.Pek. Plafond Gypsum 8 mm Rangka Hollow99.01m282,223.158,141,201.86207.9382.1899.012.Pek. Plafond GRC 4 mm Rangka Hollow (Overstek)56.13m280,171.154,499,685.96Jumlah12,640,887.83VIIPEKERJAAN LANTAI & PELATARAN1.Pek. Urugan Tanah Di Bawah Lantai57.72m3112,950.006,519,225.512.Pek. Urugan Pasir Di Bawah Lantai13.98m3112,950.001,578,640.0316.773.Pek. Lantai Kerja Beton Tebal 5 cm141.45m224,964.483,531,188.274.514.511909.554.Pek. Lantai Keramik 30/30 cm (KM)1.68m2111,820.00188,304.880.0816.841.685.Pek. Lantai Keramik 40/40 cm144.29m2112,300.0016,204,272.356.491442.95144.299.Pas. Pondasi Trassram Sisi Paving11.63m267,460.00Jumlah28,021,631.04VIIIPEK. PENGECATAN1.Pek. Cat Tembok381.81m231,871.5012,168,848.3199.2738.182.Pek. Cat Plafond155.14m231,871.504,944,528.5740.3415.513.Pek. Cat Kayu13.94m223,220.00323,640.36WC3.62Jumlah17,437,017.24Galian PondasiIXPEK. KONSTRUKSI ATAP1.Pek. Rangka Atap Baja Ringan178.65m2170,000.0030,370,194.002.Pek. Penutup Atap Spandek178.65m298,080.0017,521,815.46178.653.Nok/Bubungan Atap Spandek45.60m168,300.003,114,480.0045.604.Pek. Listplank Woodplank46.46m163,906.252,969,084.3746.465.Pek. Atap Seng Tempat Wudhu10.00m280,000.00Jumlah53,975,573.83XPEK. INSTALASI LISTRIK1.Pek. Instalasi Titik Mata Lampu21ttk178,650.003,751,650.002.Pek. Instalasi Titik Stop Kontak4ttk142,050.00568,200.003.Pas. Lampu SL 25 Watt Ex. Philips21bh54,000.001,134,000.004.Pas. Saklar Tunggal3bh40,000.00120,000.005.Pas. Saklar Ganda1bh40,000.0040,000.006.Pas. Stop Kontak4bh40,000.00160,000.007.Pas. Panel MCB1Unit500,000.00500,000.00Jumlah6,273,850.00XIPEK. LAIN-LAIN1.Pek. Kran Air 1/2" (Tempat Wudhu/KM)7Bh35,000.00245,000.002.Pipa Air Bersih (Pipa GIP 1")12m118,000.00216,000.006,471,304.883.Pipa Air Kotor (Pipa PVC 3")12m147,666.67572,000.004.Kloset Jongkok (Ex. Kia, Toto)1Bh250,000.00250,000.005.Septictank + Peresapan1Unit7,185,186.086.Pek. Pagar BRC (Tinggi = 1,2m, Lebar = 2,4m)25.50m1226,875.007.Pek. Kawat Duri Tinggi = 1.3m104.25m144,692.008.Pek. Tiang Pagar BRC D-2"11Btg248,600.009.Pek. Pintu Pagar BRC Ganda + Tiang (Bukaan 3m)2Unit2,482,700.005.Ornamen Puncak Atap1Bh1,500,000.001,500,000.006.Penangkal Petir + Accessories1Set750,000.00750,000.007.Pek. Pembersihan1Ls300,000.00300,000.00Jumlah3,833,000.00B. BANGUNAN MENARA MASJID6471378.5820.9261.4612.48508.220.000.00335.450.000.0023.0123.3910965.012.6032.5215.980.7391.32207.9382.1834.380.001.70150.310.00139.6153.693.620.00178.6545.6046.460.000.270.220.0022.5516.005.000.00IPEK. PERSIAPAN5500671.7917.7952.2410.61431.980.000.00335.450.000.0019.5619.889320.262.2127.6513.580.6277.62176.7469.8534.380.001.70150.310.00118.6745.643.080.00178.6545.6046.460.000.270.190.0019.1716.005.000.001.Pek. Pembersihan dan Pas. Bownplank1.00Ls150,000.00150,000.00Jumlah150,000.00Rekapitulasi Material/Bahan Pembangunan Masjid Nurul Yasin PangkepIIPEK. TANAH DAN PONDASI1.Pek. Galian Tanah Pondasi12.20m327,375.00334,035.23NoNama MaterialVolumeSatuanBahan MasukKet.2.Pek. Urugan Kembali1.74m39,125.0015,906.441.0Batu Gunung5500671.79m33.Pek. Pasir Urug Di Bawah Pondasi0.91m3112,950.00102,801.672.0Pasir Urug17.79m34.Pek. Lantai Kerja t = 5 cm (Di Bawah Poer)1.21m224,964.4830,207.023.0Pasir52.24m34.Pek. Pondasi Batu Kosong1.32m3214,395.00283,618.864.0Kerikil (Max. 30mm)10.61m35.Pek. Pondasi Batu Gunung 1:49.46m3429,345.004,063,183.695.0Semen @40Kg432Zak7.Pek. Pondasi Poer P17.0Besi Beton Dia. 8btg-Beton K2250.48m3545,407.38263,431.778.0Besi Beton Dia. 10btg-Besi Beton89.78Kg9,617.50863,456.079.0Besi Beton Dia. 12btg-Bekisting 3x Pakai3.47m241,026.67142,280.4810.0Besi Beton Dia. 140btg9.Pek. Stek Poer P111.0Besi Beton Dia. 16335btg-Beton K2250.53m3545,407.38291,247.5412.0Kawat Beton19.56Kg-Besi Beton83.22kg9,617.50800,372.9713.0Paku19.88Kg-Bekisting 3x Pakai7.74m241,026.67317,546.4014.0Batu Bata9320BijiJumlah7,508,088.1315.0Papan Kelas III2.21m3IIIPEK. BETON BERTULANG16.0Minyak Bekisting28ltr1.Pek. Sloef S (15/20)17.0Multipleks 9mm14lbr-Beton K2250.25m3545,407.38138,751.6418.0Balok Kayu Kelas II0.62m3-Besi Beton41.20Kg9,617.50396,200.9919.0Kayu Dolken78Btg-Bekisting 3x Pakai3.39m244,526.67151,034.45