contoh tugas rab ku

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tugas mkp dan rab

Transcript of contoh tugas rab ku

VolumePEKERJAAN BETONNOURAIAN PEKERJAANPLTUNITLUASVOLUMETOTALSATUANKETERANGANPemasangan sloof

volume sloof=L penampang x panjang sloofL penampang0.350.150.0525m2volume sloof128.0150.05256.72078756.720788m3

Pemasangan ringbalk

vol ring balk=L penampang x panjang ringbalkL penampang 10.150.150.0225m2volume ringbalk 111.0250.02250.24806250.248063m3L penampang 20.150.20.03m2volume ringbalk 237.40.031.1221.122m3L penampang 30.150.250.0375m2volume ringbalk 35.60.03750.210.21m3L penampang 40.150.290.0435m2volume ringbalk 48.80.04350.38280.3828m3L penampang 50.150.350.0525m2volume ringbalk 527.80.05251.45951.4595m3Total volume ringbalk3.422363m3

Pemasangan kolom

kolom 10.150.153.75310.0843752.615625m3kolom 20.150.23.75170.11251.9125m3kolom 30.150.253.7540.1406250.5625m3kolom 40.150.33.75240.168754.05m3kolom 50.150.43.7550.2251.125m3kolom 60.150.453.7510.2531250.253125m3Total volume kolom10.51875m3

Pemasangan balok lt 1

vol balok=L penampang x panjang balokL penampang 10.150.150.0225m2volume 1280.02250.630.63m3L penampang 20.150.20.03m2volume 227.50.030.8250.825m3L penampang 30.150.250.0375m2volume 312.7750.03750.47906250.479063m3L penampang 40.150.30.045m2volume 4620.0452.792.79m3L penampang 50.150.40.06m2volume 532.10.061.9261.926m3Total volume balok lt 16.650063m3

Plat Lantai12121441441.2172.8172.8m3Beton tangga4.21.50.120.7560.756m3

PEKERJAAN PEMASANGAN DINDINGJumlah luas bukaan pada dinding lt 1

pintu 1 (utama)1.32.1642.80811.232m2pintu 2 (kamar)0.92.1541.9357.74m2pintu 3 (kecil)0.72.1511.5051.505m2pintu 4 (garasi)2.722.316.2566.256m2pintu 5 (ke arah taman)3.72.2218.2148.214m2pintu 6 (ke taman depan)1.32.0522.6655.33m2jendela 1 (double)1.51.832.78.1m2kaca es 5mm0.42.611.041.04m2Total bukaan lt 149.417m2

Jumlah luas bukaan pada dinding lt 2

pintu 1 (utama)1.32.1632.8088.424m2pintu 2 (kamar)0.92.1541.9357.74m2pintu 3 (kecil)0.72.1541.5056.02m2jendela 1 (double)1.51.812.72.7m2jendela 2 (single)0.71.5551.0855.425m2jendela 3 (kaca sudut)1.81.2512.252.25m2jendela 4 (pada tangga)1.22.3512.822.82m2jendela 5 (jendela geser)2.981.835.36416.092m2jendela 6 (bouvenlight)0.60.510.30.3m2jendela 7 (bouven panjang)0.45130.451.35m2jendela 8 (BV lebar)1.930.510.9650.965m2jendela 9 (bouven double)1.10.520.551.1m2kaca es 5mm0.7382.611.91881.9188m2Total bukaan lt 257.1048m2Luaas dinding keseluruhan lt 1Luas1053.35350.82875350.82875m2Luas dinding bersih lt 1L bersih = 350,82875-49,417 = 301,412301.412m2Pasangan batu bata lt 1luas bersih dinding bata lt 1L bersih seluruh dinding-L bersih dinding tasram = 301,412-17,75 = 283,662 283.662m2Pasangan tasram lt 1luas dinding tasram lt 119.61.2524.524.5m2luas bersih dinding tasram lt 1L bersih = 24,5 -6,75 = 17,75 17.75m2Plesteran lt 1V =(301,412 x 2sisi)x0,02 = 12,056 12.056m3Acian lt 1V = 301,412 x 2sisi = 602,824 602.824m3Luas dinding keseluruhan lt 2Luas93.33.35312.555312.555m2Luas dinding bersih lt 2L bersih = 312,555 -57,1084 = 255,4466 255.4466m2Pasangan batu bata lt 2Luas bersih dinding bata lt 2L bersih seluruh dinding-L bersih dinding tasram =255,4466-5,9725= 249.4741m2Pasangan tasram lt 2luas dinding tasram lt 26.851.258.56258.5625m2Luas bersih dinding tasram lt 2L bersih = 8,5625-2,59 = 5,97255.9725m2Plesteran lt 2V =(255,4466 x 2sisi)x0,02 = 10,21810.218m3Acian lt 2V =255,4466 x 2sisi = 510,89510.89m3

FINISHINGPengecatan dinding dalam lt 1sama dengan luas bersih dinding keseluruhan lt 1 = 301,412301.412m2Pengecetan dinding luar lt 158.0753.35194.55125194.55125m2luas dinding luar-jumlah bukaan luar=194,55125-9,356 =185,195185.195m2Pengecetan dinding dalam lt 2sama dengan luas bersih dinding keseluruhan lt 2 = 255,4466255.4466m2Pengecetan dinding luar lt 244.8753.35150.33125150.33125m2luas dinding luar-jumlah bukaan luar= 150,33125-16,333 =133,998133.998m2

hargaNo.Uraian PekerjaanKoef.pekSat.HargaHarga Bahan/UpahHarga

1Beton Sloof aPC336.000kg1,450.00487,200.00bPB0.540m3100,000.0054,000.00cKR0.810m342,500.0034,425.00dpekerja5.650OH45,000.00254,250.00etukang batu0.275OH55,000.0015,125.00fkepala tukang0.323OH60,000.0019,380.00gmandor0.283OH60,000.0016,980.00881,360.002Balok lt 1aPC336kg1,450.00487,200.00bPB0.54m3100,000.0054,000.00cKR0.81m342,500.0034,425.00dpekerja6.350OH45,000.00285,750.00etukang batu0.275OH55,000.0015,125.00fkepala tukang0.333OH60,000.0019,980.00gmandor0.318OH60,000.0019,080.00915,560.003Ringbalk lt 2aPC336kg1,450.00487,200.00bPB0.54m3100,000.0054,000.00cKR0.81m342,500.0034,425.00dpekerja0.297OH45,000.0013,365.00etukang batu0.033OH55,000.001,815.00fkepala tukang0.010OH60,000.00600.00gmandor0.015OH60,000.00900.00592,305.00

4KolomaPC336kg1,450.00487,200.00bPB0.54m3100,000.0054,000.00cKR0.81m342,500.0034,425.00dpekerja7.050OH45,000.00317,250.00etukang batu0.275OH55,000.0015,125.00fkepala tukang0.403OH60,000.0024,180.00gmandor0.353OH60,000.0021,180.00953,360.00

5Plat lantai betonaPC336kg1,450.00487,200.00bPB0.54m3100,000.0054,000.00cKR0.81m342,500.0034,425.00dpekerja5.300OH45,000.00238,500.00etukang batu0.275OH55,000.0015,125.00fkepala tukang0.265OH60,000.0015,900.00gmandor0.265OH60,000.0015,900.00861,050.00

6Beton tanggaBahan

7Pemasangan bataaPP0.04m3100,000.004,000.00bPC14.37kg1,450.0020,836.50cbata merah 1/2 bata70buah700.0049,000.00dpekerja0.300OH45,000.0013,500.00etukang batu0.100OH55,000.005,500.00fkepala tukang0.010OH60,000.00600.00gmandor0.015OH60,000.00900.0094,336.50

8Pemasangan tasramaPC400kg1,450.00580,000.00bPB0.48m3100,000.0048,000.00cKR0.8m342,500.0034,000.00dStrorox1.2kg28,000.0033,600.00epekerja2.1OH45,000.0094,500.00ftukang batu0.35OH55,000.0019,250.00gkepala tukang0.035OH60,000.002,100.00hmandor0.105OH60,000.006,300.00817,750.00

9Plesteran 15mmaPC7.776kg1,450.0011,275.20bPP0.023m3100,000.002,300.00cpekerja0.3OH45,000.0013,500.00dtukang batu0.15OH55,000.008,250.00ekepala tukang0.015OH60,000.00900.00fmandor0.015OH60,000.00900.0037,125.20

10AcianaPC3.25kg1,450.004,712.50bpekerja0.2OH45,000.009,000.00ctukang batu0.1OH55,000.005,500.00dkepala tukang0.01OH60,000.00600.00emandor0.01OH60,000.00600.0020,412.50

11Finishingacat tembok interior0.35kg80,000.0028,000.00bcat tembok eksterior0.35kg125,000.0043,750.00cplamur tembok0.1kg25,000.002,500.00dampelas0.5lbr350.00175.00ekuas0.015bh1,250.0018.75fkape0.05bh1,000.0050.00gtukang cat0.08OH55,000.004,400.00hkepala tukang0.008OH60,000.00480.00imandor0.004OH60,000.00240.0079,613.75PEKERJAAN BEKISTING121 m2 PASANG BEKISTING SLOOFaKayu papan terentang0.045m31,750,000.0078,750.00bPaku 5 cm - 10 cm0.300kg12,500.003,750.00cMinyak Begisting0.100liter12,000.001,200.00dPekerja0.520oh45,000.0023,400.00eTukang kayu0.260oh57,500.0014,950.00fKepala tukang 0.026oh60,000.001,560.00gMandor0.026oh60,000.001,560.00125,170.00131 m2 PASANG BEKISTING RING BALKaKayu papan terentang0.045m31,750,000.0078,750.00bPaku 5 cm - 10 cm0.300kg12,500.003,750.00cMinyak Begisting0.100liter12,000.001,200.00dPekerja0.520oh45,000.0023,400.00eTukang kayu0.260oh57,500.0014,950.00fKepala tukang 0.026oh60,000.001,560.00gMandor0.026oh60,000.001,560.00125,170.00141 m2 PASANG BEKISTING KOLOMaKayu papan terentang0.040m31,750,000.0070,000.00bPaku 5 cm - 12 cm0.400kg12,500.005,000.00cMinyak Begisting0.200liter12,000.002,400.00dKayu Kelas II0.015m31,500,000.0022,500.00ePlywood 4cm0.350lembar95,000.0033,250.00fDolken Kayu diameter 8 - 10 cm , panjang 4 m2.000batang60,000.00120,000.00gPekerja0.660oh45,000.0029,700.00hTukang kayu0.330oh57,500.0018,975.00iKepala tukang 0.033oh60,000.001,980.00jMandor0.033oh60,000.001,980.00305,785.00151 m2 PASANG BEKISTING BALOKaKayu papan terentang0.040m31,750,000.0070,000.00bPaku 5 cm - 12 cm0.400kg12,500.005,000.00cMinyak Begisting0.200liter12,000.002,400.00dKayu Kelas II0.018m31,500,000.0027,000.00ePlywood 4cm0.350lembar95,000.0033,250.00fDolken Kayu diameter 8 - 10 cm , panjang 4 m2.000batang60,000.00120,000.00gPekerja0.660oh45,000.0029,700.00hTukang kayu0.330oh57,500.0018,975.00iKepala tukang 0.033oh60,000.001,980.00jMandor0.033oh60,000.001,980.00310,285.00161 m2 PASANG BEKISTING PLAT LANTAIaKayu papan terentang0.040m31,750,000.0070,000.00bPaku 5 cm - 12 cm0.400kg12,500.005,000.00cMinyak Begisting0.200liter12,000.002,400.00dKayu Kelas II0.015m31,500,000.0022,500.00ePlywood 4cm0.350lembar95,000.0033,250.00fDolken Kayu diameter 8 - 10 cm , panjang 4 m6.000batang60,000.00360,000.00gPekerja0.660oh45,000.0029,700.00hTukang kayu0.330oh57,500.0018,975.00iKepala tukang 0.033oh60,000.001,980.00jMandor0.033oh60,000.001,980.00545,785.00171 m2 PASANG BEKISTING TANGGAaKayu papan terentang0.040m31,750,000.0070,000.00bPaku 5 cm - 12 cm0.400kg12,500.005,000.00cMinyak Begisting0.200liter12,000.002,400.00dKayu Kelas II0.015m31,500,000.0022,500.00ePlywood 6mm0.350lembar95,000.0033,250.00fDolken Kayu diameter 8 - 10 cm , panjang 4 m6.000batang60,000.00360,000.00gPekerja0.660oh45,000.0029,700.00hTukang kayu0.330oh57,500.0018,975.00iKepala tukang 0.033oh60,000.001,980.00jMandor0.033oh60,000.001,980.00545,785.00181 m2 PASANG BEKISTING FOOTPLATaKayu papan terentang0.040m31,750,000.0070,000.00bPaku 5 cm - 12 cm0.300kg12,500.003,750.00cMinyak Begisting0.100liter12,000.001,200.00gPekerja0.520oh45,000.0023,400.00hTukang kayu0.260oh57,500.0014,950.00iKepala tukang 0.026oh60,000.001,560.00jMandor0.026oh60,000.001,560.00116,420.00191 m2 PASANG LANTAI GRANIT HITAMaGranit 60 x 60 3.100buah74,750.00231,725.00bSemen PC (abu-abu)9.600kg1,450.0013,920.00cPasir pasang0.045m3100,000.004,500.00dSemen warna1.500kg10,000.0015,000.00ePekerja0.250oh45,000.0011,250.00fTukang batu0.120oh55,000.006,600.00gKepala tukang 0.012oh60,000.00720.00hMandor0.012oh60,000.00720.00284,435.00201 m2 PASANG LANTAI KERAMIK UKURAN 40 x 40 cm aKeramik ukuran 40 x 40 cm1.000m255,000.0055,000.00bSemen PC (abu-abu)8.190kg1,450.0011,875.50cPasir pasang0.045m3100,000.004,500.00dSemen warna1.620kg10,000.0016,200.00ePekerja0.700oh45,000.0031,500.00fTukang batu0.350oh55,000.0019,250.00gKepala tukang 0.035oh60,00