Form Rabat,Talud.dekker

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Upah & hargaCONTOH DAFTAR HARGA BAHAN, PERALATAN DAN UPAHSurvey Harga FTLEMBANG :IIIIIIBatu Pecah 2/3400,000400,000400,000I.Bahan :bahanangkutanharga satpasir350,0001.Batu PecahRp420,000/ M3$320,000$450,000$770,000$427,778Sirtu305,0002.SirtuRp205,000/ M3Batu gunung1.83.PasirRp250,000/ M3$180,000$450,000$630,000$350,0004500004.SemenRp77,500/ Zak$2,550,000$600,000$3,150,000$63,000Semen5490005.Bekisting (kayu kls III)Rp30,000/ LembarBesi dia 10200,000199,0006.Batu GunungRp225,000/ M3Besi dia 124500007.Besi dia 12Rp105,000/ BtgKawat Beton8.Besi dia 10Rp70,000/ BtgPaku9.Tanah Urug / TimbunanRp225,000/ M310.PerancahRp28,000/ BtgPapan Kls III (bekisting)11.Kawat BetonRp20,000/ Kg12.Paku 3-10 cmRp15,000/ KgSurvey Harga TPK13.AirRp100/ literID.tandosula14Pipa 6" PVC KW 1Rp600,000/ BtgII.Peralatan :Batu Pecah 2/3305,556305,556343,7501.Ember campuranRp15,000/ Buahpasir222,222250,000127,7782.Plakat/Logo PNPMRp450,000/ BuahSirtu138,889166,66796,5283.Terpal 4 x 6 mRp155,000/ Lembar4.Slang 5/8 InchiRp95,000/ Roll5.Pengaduk Beton (Molen)Rp40,000/ JamBatu gunung194,444183,333112,2226.Gerobak DorongRp425,000/ Buahtoko saudarasarurannasional jaya7.SkopRp70,000/ BuahSemen57,00056,00056,0008.Papan KegiatanRp75,000/ BuahBesi dia 1039,50028,00042,000III.Upah :Besi dia 1260,00040,00058,0001.PekerjaRp45,000/ HariKawat Beton25,00018,00019,0002.TukangRp60,000/ HariPaku18,00014,00017,0003.Kepala KelompokRp50,000/ HariEmber10,00015,000Skop60,00065,000..,/../ 2014Dibuat Oleh,Mengetahui,Ketua TPKFK / FT KecPjOK--------------------------------------------------------------------------------------------------------------------------NIP. ..RAB: 4PLAT DUIKERJEMBATAN: Plat DuikerJenis kegiatan: Jembatan Kayu: Pala2-PagasinganLokasi: Lingkungan Amessangeng: 1 Unit ( T=0.6m;L= 0.6 m)Volume Keg: 1 Unit (4 m x 9.5 m )4 Unit ( T = 0.6 m; L= 0.6m;P= 4 m )Propinsi: Sulawesi SelatanKabupaten: Tana TorajaPERKERASAN TELFORDRAB: 1Data - Data JalanData Gorong - GorongRAB: 2manualKecamatan: Makale UtaraLokasi:pembersihan23.6842105263Kelurahan: Lemo: Pala2-PagasinganJenis Kegiatan: Rabat Beton: Pek. Gorong - gorongLokasi: Pala2-Pagasingan5 Unit Gorong-gorong dia 40 cm ; Panjang = 20 mVol Kegiatan: (700 x 0.15 x 3) mBuis0170.5berubah00vol. sirtu: Buis Beton529.500:5 Unit dia 40 Cm, L = 4&5m619telfordpjglbrPEMADATANData Gorong - GorongRAB: 3030M2Lokasi:030M2: Pala2-Pagasingan629: Pek. Gorong - gorongbatu tepi0m20.07M2 Unit Gorong-gorong dia 60 cm ; Panjang = 10 mpk+kci-10m2Buis0pk+kci-20m2: Buis Betontot p+k0m2pembrshn030m2: 2 Unit dia 60 Cm, L = 5 Mbahu010m3360parit00.20m3368.750.295TimbunanData Untuk Gorong - gorongData - data plengsenganPLAT DuikerKegiatan: Pek. Plengsengan: Plat DuikerJenis: Pasangan Batu: 1 Unit ( 0.60 x 0.60 ) mUkuran:TALUDJenis kegiatan: Pekerjaan TaludLokasi: Pala2-PagasinganVolume Keg: ( P= 141 m;L= 0.25 m; T= 1.3m)diisi saja, jgn dihapus !!!!RAB: 3pxt talud1411.3183juml btg pipa18.3320 btg10bhKetua TPK: Lemo( BONAWATI LUMME'' )Kader Teknis( RIZAL AMIN,ST / HARNI MUSU, SE )

Safiuddin T:Jangan lupa ganti Hargabuis betonRumusSafiuddin T:Jangan lupa ganti Hargabuis betonAlghi:Ini diisi sesuai perhitungan volumeAlghi:isi panjang jalan

Volume Rabat (2)TABEL HITUNGAN VOLUMEJENIS KEGIATAN:Volume:640x3.00xt rabat:0.15m943.8LOKASI / LEMBANG:..tebal timbunan:0mNoSKETSA / ASUMSIRUMUS / VOLUMEPAS. BATURABAT FULLNormalisasiabcLtbt3.000.1530.3IBETON RABAT FULLII. RABAT BETONA=3.00x0.15=0.45m2=0.324m2Volume=0.45x640=288.00m3=150.012m3Bekesting=0.15x640x2.00=192.00m2IIPek.Urugan Pasir Bawah Rabat BetonIII. Urugan Pasir di bawah Rabat BetonA=3.00x0.02=0.06m2=0.41m2=189.83m3Volume=0.06x640=38.40m3IIIPek.Normalisasi Badan jalanA=x=0.0m2Volume=x=0.0m3

..............A.............A...........A

Anlisa RabatPROGRAM NASIONAL PEMBERDAYAAN MASYARAKAT MANDIRI PERDESAANKECAMATAN MASANDAANALISA HARGA SATUANJENIS KEGIATAN:LOKASI / DESA:VOLUME:NoUraianVolumeSatuanUpahBahanAlatPekerjaTukangKa.KlpPasir AlasPasir BetonSemenSirtuPapan Kls IIIAirTanah UrugBatu Pecah 2/3SkopGerobak DorongEmberMolen1Pek. Galian tanahLs2Mal. Cor / Bekisting192.0m20.25000.00.05000.00.00.00.00.15000.00.00.00.00.00.048.00000.09.60000.00.00.00.028.80000.00.00.00.00.00.03Pek. Rabat Beton (K 175)288.00m31.65000.15400.08000.54006.19400.02150.76200.01390.00690.04170.7500475.2044.3523.0400155.521,783.870.061,920219.45604212216.04Pek. Urugan pasir38.40m30.30000.00.01001.10000.00.00.00.00.00.00.00.00.011.520.00.384042.240.00.00.00.00.00.00.00.00.05Penimbunan Badan Jalanm36Pek Normalisasi Badan Jalanm3Jumlah534.7244.3533.0242.24155.521,783.870.028.8061,920.000.0219.464.002.0012.00216.00Pembulatan$535$44$33$42$156$1,7840.0$29$61,9200.0$219$4$2$12$216Harga satuan ( Rp )$45,000$60,000$50,000$250,000$250,000$77,500$205,000$30,000$100$225,000$420,000$70,000$425,000$15,000$40,000Biaya ( Rp )$24,075,000$2,640,000$1,650,000$10,500,000$39,000,000$138,260,0000.0$870,000$6,192,0000.0$91,980,000$280,000$850,000$180,000$8,640,000Jumlah Biaya ( Rp )$28,365,000$276,302,000$9,950,0000.0Analisa10,238,237.80Schedule0.0$11,25074250135000$2,50040005000$4,50013500000$18,25048003514000021500320040300001064825

RAB RabatProgram Nasional Pemberdayaan Masyarakat Mandiri PerdesaanRENCANA ANGGARAN BIAYA ( RAB )Propinsi: Sulawesi SelatanNo. Rab:Kabupaten: Tana TorajaJenis Kegiatan:Kecamatan:Lokasi:Lembang:Volume Kegiatan:UraianVolumeSatuanKategori BiayaHargaJumlah HargaJumlahDariDariSatuanPNPMSwadayaPNPMSwadaya( Rp )( Rp )( Rp )IBahan1Pasir Beton1561560.0m3I-a250,00039,000,0000.02Pasir Alas42420.0m3I-a250,00010,500,0000.03Semen PC 50 Kg178417840.0ZakI-b77,500138,260,0000.04Batu Pecah 2/3 cm2192190.0m3I-c420,00091,980,0000.05Papan Bekisting (kls III)29290.0lmbrI-e30,000870,0000.06Air$61,9200.0$61,920literI-h1000.06,192,00085Sub Total I ( Rp )280,610,0006,192,000$71,081$28,515IIAlat33,765.001Gerobak Dorong220.0BuahII-a425,000850,0000.02Skop440.0BuahII-a70,000280,0000.03Terpal 4/622BuahII-a155,000310,0000.04Selang 5/8 Inchi33RolII-a95,000285,0000.05Papan Kegiatan110.0Ls75,00075,0000.06Plakat/Prasasti110.0Ls450,000450,0000.07Ember12120.0BuahII-a15,000180,0000.0Sub Total II ( Rp )2,430,0000.0IIIUpah1Pekerja535535HokIII-a45,00024,075,0000.0patok16.02Tukang44440.0HokIII-a60,0002,640,0000.0Perpatok1,772,8133Kepala Kelompok33330.0HokIII-a50,0001,650,0000.0Total28,365,000Sub Total III ( Rp )28,365,0000.01,772,812.50Total Biaya ( Rp )317,597,000Dana dari PNPM-MP ( Rp )311,405,0000.012.22,325,000Dana dari Swadaya ( Rp )6,192,000Catatan :Sumbangan lahan tidak dimasukkan RAB tetapi dilaporkan dengan form. 6a, 6b dan 6c$1,772,813Sumbangan dalam bentuk bahan, upah dan alat ditulis dalam kolom volume dari swadayaOperasional TPK dilaporkan pada form RekapitulasiKategori BiayaI-aPembelian bahan hasil tenaga manusiaI-bPembelian bahan hasil industriII-aPembelian alat tanganII-bPembelian / penyewaan alat mesinIII-aPembayaran tenaga kerja untuk konstruksiIII-bPembayaran tenaga kerja untuk pengumpulan bahan. , . / . / 2014Diketahui,Diperiksa,Dibuat Oleh,PJOKFK / FT KecKetua TPK------------------------------------------------------------------------------------------------------------------------Nip. .

PERH-DUIKER APERHITUNGAN VOLUMEPLAT DUIKERKel/Lbg:Dimensi ( m )Volume :3unitabcdefghitLKeterangan0.250.700.400.350.150.401.200.600.250.153.50Jenis KegiatanVolSatJ.Vol1. Galian Tanah2.00m32.992. Pasangan BatuSegmen 11.365m38.85750.2Segmen 20.98m3Segmen 30.3675m3Segmen 50.24m33. BetonSegmen 40.63m31.894. PlesteranSegmen 14.20m2Segmen 32.45m228.71Segmen 52.92m2PEMBESIAN PLATDimensi ( m )Type TulanganabcdefgPj.Type A0.060.090.320.130.33--1.51Tulangan arah X6.9327136637Type B0.06----1.14-1.26Tulangan arah X51Type C0.06-----3.443.56Tulangan arah YType TulanganJarak Tulangan ( m )0.1250.1500.2000.2500.3000.3500.400Type A2823.333333333317.51411.6666666667108.75Dibulatkan2823181412109Diisi manualType B5848.6666666667373025.33333333332219.5Dibulatkan58493730252220Diisi manualType C21.2181411.6108.85714285718Dibulatkan211814121098Diisi manualType A4.003.292.572.001.711.431.2976.2724552196Jumlah Batang4332211Type B9.678.176.175.004.173.673.3367.5396825397Jumlah Batang10865443Type C7.006.004.674.003.333.002.6732.6685393258Jumlah Batang7.006.005.004.003.003.003.00dia. 12Type ADIAMETERBERAT/M'PANJANGBERAT TOTALJumlah Batang6dia. 12Type B100.629.55.89Jumlah Batang15120.8879.58.43dia. 10Type CJumlah Batang15dia. 1221.0021BTG123.69KGdia. 1015.0015BTG126.40KG250.09KGKAWAT2.50KGBekesting7.35m2

cfthdecbaag12345ciPapan 2/20Balok 4/6Perancah BambuJumlah Potongancfthdecbaag12345ciabcdedbaBCfgaaaaaafaagATulangan arah XTulangan arah XTulangan arah YPapan 2/20Balok 4/6Jumlah PotonganJumlah BatangabcdedbaBCfgaaaaaafaagATulangan arah XTulangan arah XTulangan arah Ycfthdecbaag12345ciPapan 2/20Balok 4/6Perancah BambuJumlah Potongancfthdecbaag12345ciabcdedbaBCfgaaaaaafaagATulangan arah XTulangan arah XTulangan arah YPapan 2/20Balok 4/6Jumlah PotonganJumlah BatangabcdedbaBCfgaaaaaafaagATulangan arah XTulangan arah XTulangan arah YAlghi:Ingat ganti : Volume, b, h dan L9.5/panjang tul

HOK-DuikerPEKERJAAN PLAT DUIKERPERHITUNGAN HOK, BAHAN DAN ALAT PLAT DUIKERLembang:Kecamatan:No.Jenis KegiatanVolumeUnitUpahBahanAlatPekerjaTukangKa. Kel.SemenPasirB. Pecah 2/3Bt. GunungperancahBekistingBesi 10Besi 12KawatPakuMolen1.Pek. Galian Tanah2.993M30.40000.04001.19700.11972.Pas. Batu ( 1 : 4 )8.858M31.50000.60000.07502.720.54001.100013.28635.31450.664324.09244.78319.74333.Pekerjaan Beton1.890M31.65000.15400.08006.19400.54000.76200.7500(K 175)3.11850.29110.151211.70671.02061.44021.41754.Besi Beton250.09Kg0.01500.00500.00500.07420.06360.01003.75131.25041.250418.556515.90562.50095.Perancah7.350M20.36000.24000.12000.75000.20002.64601.76400.88205.51251.47006.Bekisting7.350M20.35000.20000.05001.06700.20002.57251.47000.36757.84251.47000.08407.Plesteran ( 1 : 4 )28.710M20.40000.15000.02000.10780.01300.072011.48404.30650.57423.09490.3732Jumlah38.055614.39654.009438.89406.17691.44029.74335.51257.842518.556515.90562.5009