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