Contoh Format Rab Rumah Tipe 36

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Contoh Format Rab Rumah Tipe 36

Transcript of Contoh Format Rab Rumah Tipe 36

RABRENCANA ANGGARAN BIAYA RUMAH TIPE 36

N0Uraian PekerjaanVolumeSatHarga SatuanJumlah Harga( Rp )( Rp )123456

IPekerjaan Persiapan1Pengukuran dan Bouplank1.000Ls2Direksi Keet dan gudang1.000Ls

IIPekerjaan Tanah & Pondasi1Galian Tanah Pondasi3.234m32Urugan Tanah Bekas Galian Pondasi0.323m33Urugan Pasir Bawah Pondasi t = 5 cm0.270m34Pondasi Batu Kali1.337m35Pondasi Rolaag7.500m16Urugan Pasir Bawah Lantai t = 3 cm1.110m3

IIIPekerjaan Konstruksi Beton1Sloof Beton 12/100.860m32Kolom Praktis Beton 10/100.389m33Ring Balok 10/120.466m34Sopi-sopi 10/120.189m35Plat Leivel0.105m3

IVPekerjaan Pasangan Dinding1Pasangan Batu Bata tasraam 1:46.210m22Pasangan Batu Bata 1:778.308m23Plesteran 1 : 410.200m25Plesteran 1 : 7126.615m2

VPekerjaan Atap1Gording, jurai & nok kayu lokal0.216m32Rangka Atap (kaso dan reng) lokal46.640m23Penutup atap genteng press46.640m34Kerpusan termasuk papan reuter6.000m15Lisplank atap kayu lokal10.000m2

VIPekerjaan Plafond1Plafond Asbes Kerang44.000m22List Plafond Kayu Polos 1x3 cm meranti72.700m1

VIIPekerjaan Kusen Pintu dan Jendela1Kusen Pintu dan Jendela Kayu 6/12 lokal0.278m32Daun Pintu Utama Panil1.000bh3Daun Pintu Biasa Double Tripleks 3.000bh4Daun Pintu Km/Wc Lapis Seng1.000bh5Pasng Pintu Utama berikut kunci & engsel1.000bh6Pasng Pintu dalam berikut kunci & engsel3.000bh7Pasng Pintu KM/WC berikut kunci & engsel1.000bh8Pasng Jendela berikut kunci & engsel4.000bh9Pasng Kusen pintu dan jendela kaca tebal 5 mm8.000bh

VIIIPekerjaan Instalasi Air1Pipa PVC dia 1/2 "2.000bt2Pipa PVC dia 3 "2.000bt3Pipa PVC dia 4 "2.000bh

IXPekerjaan Instalasi Listrik1Titik Lampu7.000bh2Titik Stop Kontak + Instalasi1.000bh3Saklar Engkel3.000bh4Saklar Double2.000bh5Stop Kontak1.000bh6Box Sekring 6A1.000bh7Kabel Toefour NYM 2x4 mm17.000m'8Grounding (5ohm)1.000ls

XPekerjaan Lantai dan Dinding1Ruang Tidur 30x30 (mulia)16.500m22Ruang Tamu & Keluarga 30x30 (mulia)15.975m23Teras 30x30 (mulia)2.500m24Teras Belakang 20x20 (mulia)1.000m25KM/WC dan Bak Mandi 20x20 (Roman)2.025m26Dinding KM/WC 20/20 (Roman)8.730m27Bak Mandi 10x20 (Roman)1.440m2

XIPekerjaan Sanitasi Air1Kloset Jongkok1.000bh2Kran Tembok ex Lokal1.000bh3Floor Drain1.000bh

XIIPekerjaan Halaman1Bak Kontrol dari Pasangan Bata (air hujan)1.000bh2Septick tank1.000ls3Rembesan1.000ls

XIIIPekerjaan Cat1Pengecatan Diding Dalam68.318m22Pengecatan Diding Luar68.318m23Pengecatan Plafond44.000m24Cat Daun Jendela Kaca20.250m'5Cat Kusen Pintu & Jendela38.550m'6Cat Lisplank 9.500m'7Sponengan Dinding & Ventilasi1.000m'

XIVPekerjaan Lain-Lain1Anti Rayap1.000ls2Dulker Jalan Masuk1.000ls3Rabat Jalan Masuk1.000m34Tempat Bendera1.000bh

XVPekerjaan Teras1Galian Tanah Pondasi0.288m32Urugan Pasir Bawah Pondasi t = 5 cm0.036m33Pondasi Batu Kali 1 : 70.098m34Urugan Tanah Samping Pondasi0.029m35Pondasi Rolaagh4.500m'6Kolom Praktis Beton 10/100.080m37Ring Balok Beton 10/120.054m38Pasangan Batu Bata Tasraam 1 : 40.800m39Pasangan Batu Bata 1 : 76.600m310Plesteran Dinding Trasraam 1 : 41.600m211Plesteran Dinding 1 : 73.300m212Pengecatan Dinding4.900m213Gording,jurai, & nok kayu lokal 6/120.043m314Rangka Atap Kaso kayu Lokal15.000m215Genteng Press Penutup atap15.000m216Kerpus teramsuk Papan Reuter3.000m'17Talang BJLS 300.288m218Lisplank atap Kayu Lokal9.000m219Plat Leuvel0.105m3

XVIPekerjaan Pagar Samping1Sloof Beton 10/120.048m32Pasangan Batu Bata 1 : 73.600m23Plesteran 1 : 73.600m24Pengecetan Dinding2.200m2

TOTAL0.0

Anal

ANALISA HARGA SATUAN PEKERJAAN

1 M3 GALIAN TANAHPekerja0.625035,000.0021,875.00Mandor0.062544,625.002,789.06J umlah24,664.06

1 M3 URUGAN TANAH KEMBALIPekerja0.191935,000.006,716.50Mandor0.019244,625.00856.35J umlah7,572.85

1 M2 PERATAAN TANAH DENGAN PEMADATANPekerja0.2000org35,000.007,000.00Mandor0.0100org44,625.00446.25J umlah7,446.25

1 M3 URUGAN TANAH MENDATANGKANTanah urug1.2000m330,000.0036,000.00Pekerja0.3000org35,000.0010,500.00Mandor0.0100org44,625.00446.25J umlah46,946.25

1 M3 URUGAN PASIRPasir urug1.200080,000.0096,000.0096,000.00Mandor 0.010044,625.00446.25Pekerja0.300035,000.0010,500.0010,946.25106,946.25Upah di Lt. 2 ( x 1,09 )11,931.41107,931.41Upah di Lt. 3 ( x 1,12 )12,259.80108,259.80Upah di Lt. 4 ( x 1,135 )12,423.99108,423.99

1 M3 PASANG BATU KALI 1:6Pekerja1.000035,000.0035,000.00Mandor0.075044,625.003,346.88Tukang batu0.350039,375.0013,781.25Kepala tukang batu0.035044,625.001,561.8853,690.00 Batu belah1.1000m3 85,000.0093,500.00 PC130.0000kg984.38127,968.75Pasir Pasang0.5440m3 100,000.0054,400.00275,868.75329,558.75

1 M3 PASANG BATU KOSONG Batu belah1.1000m3 85,000.0093,500.00Pasir urug0.2500m3 80,000.0020,000.00113,500.00

Pekerja0.250035,000.008,750.00Mandor0.025044,625.001,115.63Tukang batu0.390039,375.0015,356.25Kep. Tukang0.039044,625.001,740.3826,962.25140,462.25

1 M2 PASANGAN BATU BATA 1/2 batu 1 PC : 6 PSPekerja0.320035,000.0011,200.00Mandor0.015044,625.00669.38Tukang batu0.100039,375.003,937.50Kepala tukang batu0.010044,625.00446.2516,253.13

Batu Bata70.0000bh310.0021,700.00PC8.3200kg984.388,190.00Pasir Pasang0.0490m3100,000.004,900.0034,790.0051,043.13Upah di Lt. 2 ( x 1,09 )17,715.9152,505.91Upah di Lt. 3 ( x 1,12 )18,203.5052,993.50Upah di Lt. 4 ( x 1,135 )18,447.3053,237.30

1 M2 PASANGAN BATU BATA 1/2 batu 1 PC : 3 PSPekerja0.320035,000.0011,200.00Mandor0.015044,625.00669.38Tukang batu0.100039,375.003,937.50Kepala tukang batu0.010044,625.00446.2516,253.13

Batu Bata70.0000bh310.0021,700.00PC14.3700kg984.3814,145.47Pasir Pasang0.0400m3100,000.004,000.0039,845.4756,098.59Upah di Lt. 2 ( x 1,09 )17,715.9157,561.38Upah di Lt. 3 ( x 1,12 )18,203.5058,048.97Upah di Lt. 4 ( x 1,135 )18,447.3058,292.77

1 M2 PLESTERAN 1PC : 3PS Pekerja0.200035,000.007,000.00Mandor0.010044,625.00446.25Tukang batu0.200039,375.007,875.00Kepala tukang batu0.020044,625.00892.5016,213.75

P. C. 6.4800kg984.386,378.75Pasir pasang0.0170m3100,000.001,700.008,078.75Jumlah24,292.50Upah di Lt. 2 ( x 1,09 )17,672.9925,751.74Upah di Lt. 3 ( x 1,12 )18,159.4026,238.15Upah di Lt. 4 ( x 1,135 )18,402.6126,481.36

1 M2 PLESTERAN 1PC : 6PS Pekerja0.200035,000.007,000.00Mandor0.010044,625.00446.25Tukang batu0.200039,375.007,875.00Kepala tukang batu0.020044,625.00892.5016,213.75

P. C. 3.6800kg984.383,622.50Pasir pasang0.0230m3100,000.002,300.006,815.00Jumlah23,028.75Upah di Lt. 2 ( x 1,09 )17,672.9924,487.99Upah di Lt. 3 ( x 1,12 )18,159.4024,974.40Upah di Lt. 4 ( x 1,135 )18,402.6125,217.61

1 M2 SPONENGAN / PLESTERAN SUDUTP. C. 0.5000kg984.38492.19Pasir pasang0.0020m3100,000.00200.00692.19

Pekerja0.057035,000.001,995.00Mandor0.002044,625.0089.25Tukang batu0.038039,375.001,496.25Kepala tukang batu0.038044,625.001,695.755,276.25J umlah5,968.44Upah di Lt. 2 ( x 1,09 )5,751.116,443.30Upah di Lt. 3 ( x 1,12 )5,909.406,601.59Upah di Lt. 4 ( x 1,135 )5,988.546,680.73

1 M3 CAMPURAN BETON 1 Pc : 3Ps : 5KrP. C. ( 40 kg/zak )5.4500zak39,375.00214,593.75Batu Pecah Mesin0.8700m3167,500.00145,725.00Pasir Beton0.5200m390,000.0046,800.00407,118.75

Pekerja1.250035,000.0043,750.00Mandor0.080044,625.003,570.00Tukang batu0.250039,375.009,843.75Kep. Tukang batu0.025044,625.001,115.6358,279.38J umlah465,398.13Upah di Lt. 2 ( x 1,09 )63,524.52470,643.27Upah di Lt. 3 ( x 1,12 )65,272.90472,391.65Upah di Lt. 4 ( x 1,135 )66,147.09473,265.84

1 M3 CAMPURAN BETON 1 Pc : 2Ps : 3KrP. C. ( 40 kg/zak )8.2000zak39,375.00322,875.00Batu Pecah Mesin0.8100m3167,500.00135,675.00Pasir Beton0.5400m390,000.0048,600.00507,150.00

Pekerja1.250035,000.0043,750.00Mandor0.600044,625.0026,775.00Tukang batu0.350039,375.0013,781.25Kep. Tukang batu0.035044,625.001,561.8885,868.13J umlah593,018.13Upah di Lt. 2 ( x 1,09 )93,596.26600,746.26Upah di Lt. 3 ( x 1,12 )96,172.30603,322.30Upah di Lt. 4 ( x 1,135 )97,460.32604,610.32

1 KG PENULANGAN BETONBesi beton1.0500kg11,950.0012,547.50Bendrat0.0150kg14,200.00213.0012,760.50

Pekerja0.007535,000.00262.50Mandor0.000844,625.0033.47Kep. Tukang besi0.000942,000.0037.80Tukang besi0.009039,375.00354.38688.14J umlah13,448.64Upah di Lt. 2 ( x 1,09 )750.0813,510.58Upah di Lt. 3 ( x 1,12 )770.7213,531.22Upah di Lt. 4 ( x 1,135 )781.0413,541.54

1 M2 PASANG BEKISTING PONDASIPapan kayu terentang0.0400m3850,000.0034,000.00Minyak bekisting0.1000lt7,500.00750.00Paku0.3000kg14,200.004,260.0039,010.00

Pekerj a0.300035,000.0010,500.00Mandor0.005044,625.00223.13Tukang kayu0.100044,625.004,462.50Kepala tukang kayu0.010047,250.00472.5015,658.13J umlah54,668.13Upah di Lt. 2 ( x 1,09 )17,067.3656,077.36Upah di Lt. 3 ( x 1,12 )17,537.1056,547.10Upah di Lt. 4 ( x 1,135 )17,771.9756,781.97

1 M2 PASANG BEKISTING SLOOFPapan kayu terentang0.0450m3850,000.0038,250.00Minyak bekisting0.1000lt7,500.00750.00Paku0.2990kg14,200.004,245.8043,245.80

Pekerj a0.300035,000.0010,500.00Mandor0.005044,625.00223.13Tukang kayu0.120044,625.005,355.00Kepala tukang kayu0.012047,250.00567.0016,645.13J umlah59,890.93Upah di Lt. 2 ( x 1,09 )18,143.1961,388.99Upah di Lt. 3 ( x 1,12 )18,642.5461,888.34Upah di Lt. 4 ( x 1,135 )18,892.2262,138.02

1 M2 PASANG BEKISTING KOLOMPapan kayu terentang0.0400m3850,000.0034,000.00Paku0.4000kg14,200.005,680.00Minyak bekisting0.2000lt7,500.001,500.00Balok borneo0.0100m31,500,000.0015,000.00Multiplek 9 mm0.3500lbr126,000.0044,100.00Dolken kayu galam 10 cm/4 m2.0000bt12,500.0025,000.00125,280.00

Pekerj a0.300035,000.0010,500.00Mandor0.006044,625.00267.75Tukang kayu0.160044,625.007,140.00Kepala tukang kayu0.016047,250.00756.0018,663.75J umlah143,943.75Upah di Lt. 2 ( x 1,09 )20,343.49145,623.49Upah di Lt. 3 ( x 1,12 )20,903.40146,183.40Upah di Lt. 4 ( x 1,135 )21,183.36146,463.36

1 M2 PASANG BEKISTING BALOKPapan kayu terentang0.0400m3850,000.0034,000.00Paku0.4000kg14,200.005,680.0