RAB Drainase

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Renc.Krj Pelaksa.RENCANA KERJA PELAKSANAANDesaKecamatanJenis Pekerjaan: Saluran AirNoU R A I A NBobotJADWAL WAKTU PELAKSANAANVolumeSatuanSeptemberOktoberNovemberDesemberJanuariKet.( % )IIIIVIIIIIIIVIIIIIIIVIIIIIIIPekerjaan Pendahuluan1Pembersihan Lokasi1.00Ls0.070.020.020.022Pengadaan Tenaga,Alat1.00Ls0.070.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.0050.005& BahanIIPekerjaan Tanah1Galian Tanah342.72M323.184.644.644.644.644.642Timbunan0.0M30.00.00.00.00.00.03Urugan Pasir19.04M31.290.320.320.320.32IIIPekerjaan Pasangan1Pekerjaan Batu Kali152.32M310.300.860.860.860.860.860.860.860.860.860.860.860.862Pekerjaan Siar Pas.Batu0.0M20.00.00.00.00.00.00.03Pek. Plesteran + Aci T = 1 cm952.00M264.3910.7310.7310.7310.7310.7310.73IVPekerjaan Beton1Beton Tidak Bertulang 1:3:59.52M30.640.110.110.110.110.110.11VMDST1.00Ls0.070.07Jumlah1,478.60100.00Rencana Kemajuan Pek. Mingguan0.04.665.525.505.825.820.861.191.1911.5911.7011.7011.7011.7010.840.130.07Kumulatif Rencana Kemajuan Pek.Mingguan0.04.6610.1815.6821.5027.3328.1929.3730.5642.1553.8665.5677.2688.9699.8099.93100.00Realisasi Kemajuan Pek. MingguanKumulatif Realisasi Kemajuan Pek.MingguanMenyetujui,Dibuat Oleh,

Renc.Krj Pelaksa.

RekapitulasiREKAPITULASI ANGGARAN BIAYAProvinsiKabupatenDesaNoU R A I A NKegiatan: Saluran AirUkuran: 476 x 0.80 MJUMLAH TOTALBOBOTJumlah: 1 Unit( Rp )( % )No.Rab: 1DANA LAINDANAIBAHAN( Tidak perlu dirinci )$1,875,000$78,821,500$80,696,50074.47IIPERALATAN( Tidak perlu dirinci )$705,0000.0$705,0000.65IIIUPAH( Tidak perlu dirinci )0.0$26,955,000$26,955,00024.88JUMLAH$2,580,000$105,776,500$108,356,500100IVOperasional TPK 3 %0.0$3,340,300$3,340,300$3,340,311VOperasional UPK 2 %0.0$2,226,900$2,226,900$2,226,874IJUMLAH$2,580,000$111,343,700$113,923,700$113,923,700

501000

RABRENCANA ANGGARAN BIAYA ( RAB )Provinsi:No. RAB: 1Kabupaten:Jenis Kegiatan: Saluran AirDesa:Volume: 1 UnitLokasi: DusunUkuran: 476 x 0.80 MNoU R A I A NVolumeSatuanHarga Satuan ( Rp )B I A Y A ( Rp )TotalDari Dana LainDari DanaUpah angkutBahanTotalDana LainDanaTotalIBAHAN1Pasir Urug21.005.0016.00m3$125,000$125,000$625,000$2,000,000$2,625,00020.9442Pasir Pasang103.005.0098.00m3$125,000$125,000$625,000$12,250,000$12,875,000102.8163Batu Kali/Gunung152.005.00147.00m3$125,000$125,000$625,000$18,375,000$19,000,000152.3204Kerikil7.000.07.00m3$125,000$125,0000.0$875,000$875,0007.1405Semen @ 50 Kg563.000.0563.00Zak$18,000$62,500$80,5000.0$45,321,500$45,321,500563.584760,000Sub Total 1 )$1,875,00078,821,50080,696,500IIALAT1Cangkul5.005.000.0bh0.0$40,000$40,000$200,0000.0$200,0002Sekop6.006.000.0bh0.0$40,000$40,000$240,0000.0$240,0003Palu-palu2.002.000.0bh0.0$15,000$15,000$30,0000.0$30,0004Linggis3.003.000.0bh0.0$35,000$35,000$105,0000.0$105,0005Ember4.004.000.0bh0.0$20,000$20,000$80,0000.0$80,0006Benang Nilon1.001.000.0Roll0.0$50,000$50,000$50,0000.0$50,000Sub Total 2 )$705,0000.0$705,000IIIUPAH1Pekerja383.000.0383.00hok0.0$35,000$35,0000.0$13,405,000$13,405,000383.082Tukang271.000.0271.00hok0.0$50,000$50,0000.0$13,550,000$13,550,000271.32Sub Total 3 )0.0$26,955,000$26,955,000TOTAL I ( 1 + 2 + 3 )$2,580,000$105,776,500$108,356,500$108,356,500$71,985,000$45,030,000

AnalisaDAFTAR ANALISA HARGA SATUANPropinsi:DesaKabupaten:Kecamatan: BoneJenis Kegiatan: Saluran AirUkuran: 476 x 0,80 mNOPEKERJAANVOL.SAT.SUB TOTALJumlahBAHANALATUPAHDana LainDanaDana LainDanaDana LainDanaIPekerjaan Tanah & Pasir1Galian Tanah342.72MUpah :0.0300MandorHOK10.280.2500PekerjaHOK85.68$2,570,4002Timbunan0.0MUpah :0.1250PekerjaHOK0.03Urugan pasir bawah pondasi19.04MUpah :0.0100MandorHOK0.190.2200PekerjaHOK4.19Bahan :1.1000Pasir urugM20.94IIPek.Pasangan1Pek. Batu kali 1 : 5152.32MUpah :1.1000PekerjaHOK167.551.0000Tukang batuHOK152.320.1600MandorHOK24.37Bahan :1.0000Batu kaliM152.322.7000Semen @ 50 kgZak411.260.5000Pasir pasangM76.162Pek. Siar Pas. Batu Kali Perb. 1 : 30.0M2Upah :0.1500Tukang batuHOK0.00.2000PekerjaHOK0.00.0200MandorHOK0.0Bahan :0.1000Semen @ 50 kgZak0.00.0230Pasir pasangM0.03Pek. Pelesteran + Aci T = 1 cm, 1 : 4952.00M2Upah :0.1150Tukang batuHOK109.480.0200MandorHOK19.040.1200PekerjaHOK114.24Bahan :0.1300Semen @ 50 kgZak123.760.0230Pasir pasangM21.904Beton Tak bertulang perb. 1 : 3 : 59.520MUpah :1.2000PekerjaHOK11.421.0000Tukang batuHOK9.520.0100MandorHOK0.10Bahan :3.0000Semen @ 50 kgZak28.560.7500KerikilM7.140.5000Pasir pasangM4.76

Harga SatuanDAFTAR HARGA SATUAN JADIDESA: TALUDAANOURAIANSATUANHARGAKET.( Rp )A. BAHAN NON LOKAL1SemenZak$62,500B. BAHAN LOKAL1Pasir PasangM3$125,0002Tanah TimbunanM3$70,0003Pasir UrugM3$125,0004KerikilM3$125,0005Batu KaliM3$125,00067C. ALAT1Cangkulbh$40,0002Sekopbh$40,0003Gergajibh$20,0004Palu-Palubh$15,0005Linggisbh$35,0006Emberbh$20,000D. UPAH1PekerjaHOK$35,0002TukangHOK$50,000

PerhitunganTABEL PERHITUNGANNO.GAMBAR TYPICALPERHITUNGANVOLUME1Galian Tanah1.00+0.80x0.80x$476m342.72M31.10022Timbunan$476xx0.0M33Pasir Urug$476x0.80x0.0519.04M34Pasangan Batu Kali 1 : 5$476x0.80x0.20x2.00sisi152.32M30.655Pekerjaan Siar Pas.Batu Kali$476xx0.0M21 : 36Pek. Pelesteran + Aci$476x0.20x2.00190.40M2T = 1 cm : 1 : 4$476x0.80x2.00761.60M2Total Pek.Plesteran + Acian = 190,40 + 761,60952.00M27Pek.Beton Tak Bertulang 1 : 3 :5$476x0.40x0.059.52M3

0.80.801.00.050.801.00.20.05

GambarDENAH SALURANSKALA 1 : 100PROPINSIKABUPATENKECAMATANUDESAPOTONGAN MELINTANGPOTONGAN MEMANJANGSALURANSALURANJENIS PRASARANASALURAN AIR/DRAINASELOKASIDUSUNJUDUL GAMBAR- DENAH SALURAN- POTONGANDibuat OlehDiperiksa OlehDiketahui Oleh,Lembar Ke 1.. Dari 1.

476 m0,4m0,6 m0,40 m0,05 m0,15 m0.8 mMiringan Saluran ( Pas. Batu 1 : 4 )Lantai Saluran ( Cor beton 1 :3 : 5 )476 m0,60 m476 m0,2 m

Analisa (2)DAFTAR ANALISA HARGA SATUAN JADI UPAH BORONGANPropinsi:DesaKabupaten:Kecamatan:Jenis Kegiatan: Saluran AirUkuran: 476 x 0,80 mNOPEKERJAANVOL.SAT.TotalUpah1 M/ M1 Item PeKerjaanUpahIPekerjaan Tanah & Pasir1Galian Tanah342.72MUpah :0.0300MandorHOK10.280.2500PekerjaHOK85.68$35,000$8,750$2,998,800Total Upah Yang Harus Dibayar$2,998,8002Timbunan0.0MUpah :0.1250PekerjaHOK0.03Urugan pasir bawah pondasi19.04MUpah :0.0100MandorHOK0.190.2200PekerjaHOK4.19$35,000$7,700$146,608Total Upah Yang Harus Dibayar$146,608IIPek.Pasangan1Pek. Batu kali 1 : 5152.32MUpah :1.1000PekerjaHOK167.55$35,000$38,500$5,864,3201.0000Tukang batuHOK152.32$50,000$50,000$7,616,0000.1600MandorHOK24.37Total Upah Yang Harus Dibayar$13,480,3202Pek. Siar Pas. Batu Kali Perb. 1 : 30.0M2Upah :0.1500Tukang batuHOK0.0$50,000$7,5000.00.2000PekerjaHOK0.0$35,000$7,0000.00.0200MandorHOK0.0Total Upah Yang Harus Dibayar0.03Pek. Pelesteran + Aci T = 1 cm, 1 : 4952.00M2Upah :0.1150Tukang batuHOK109.48$50,000$5,750$5,474,0000.0200MandorHOK19.040.1200PekerjaHOK114.24$35,000$4,200$3,998,400Total Upah Yang Harus Dibayar$9,472,4004Beton Tak bertulang perb. 1 : 3 : 59.520MUpah :1.2000PekerjaHOK11.42$35,000$42,000$399,8401.0000Tukang batuHOK9.52$50,000$50,000$476,0000.0100MandorHOK0.10Total Upah Yang Harus Dibayar$875,840

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