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Jalan 100x1 RT. 011.xls
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DAFTAR HARGA BAHAN DAN UPAH Kabupaten : Rejang Lebong Kecamatan : Selupu Rejang Kelurahan/Desa : Karang Jaya KSM : No URAIAN PEKERJAAN Satuan a b c A HARGA UPAH 1 Tukang Hari 2 Kepala Tukang Hari 3 Pekerja Hari 4 Mandor Hari B HARGA BAHAN 1 Pasir urug 2 Pasir pasang 3 Tanah Urug 4 Batu Gunung 5 Koral (Kerikil) 6 Semen Type M (40 kg) Kg 7 Paku Biasa Kg 8 Kayu Kelas IV 9 Ember Bh M 3 M 3 M 3 M 3 M 3 M 3
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Rencana Anggaran Biaya jalan Rabat beton
Transcript of Jalan 100x1 RT. 011.xls
HargaDAFTAR HARGA BAHAN DAN UPAHKabupaten: Rejang LebongKecamatan: Selupu RejangKelurahan/Desa: Karang JayaKSM:NoURAIAN PEKERJAANSatuanHargaabcdAHARGA UPAH1TukangHari65,000.002Kepala TukangHari70,000.003PekerjaHari45,000.004MandorHari80,000.00BHARGA BAHAN1Pasir urugM390,000.002Pasir pasangM3145,000.003Tanah UrugM350,000.004Batu GunungM3135,000.005Koral (Kerikil)M3150,000.006Semen Type M (40 kg)Kg1,325.007Paku BiasaKg15,000.008Kayu Kelas IVM32,000,000.009EmberBh6,700.00
Daftar KwantitasPEMBANGUNAN JALAN LINGKUNGANDAFTAR KWANTITAS PEKERJAANKabupaten: Rejang LebongJenis Kegiatan: Pembangunan Jalan RabatKecamatan: Selupu RejangVolume: 1 PaketKelurahan/Desa: Karang JayaLokasi: RT. 011KSM:No.URAIAN KEGIATANSATSKETSA, UKURAN & PERHITUNGAN VOLUMEVOLUMEKETERANGANPEKERJAAN PERSIAPAN1Pek. Pembersihan lahanLs100.00M2100.00x1.00100.00100.00M22Pas. BowplankLs100.00M1100.00x1.00100.00100.00M1PEKERJAAN TANAH DAN PASIR3Pek. Galian Tanah PondasiM313.80M3100.00x0.23x0.30x213.8013.80M34Pek. Urugan kembaliM3Mengurug kembali 1 m3 galian dihitung dari 1/3 kali dari indeks pekerjaan galian ( SNI 2835:2008 6.9 )4.60M34.60M35Pek. Urugan PasirM35.40M3100.00x0.54x0.105.405.40M3PEKERJAAN PASANGAN6Pek. Pondasi BatuM318.40M3100.00x0.23x0.40x218.4018.40M3PEKERJAAN LANTAI7Pek. Cor Rabat BetonM210.00M2100.00x1.00x0.1010.0010.00M2
REKAP VOLNoUraian PekerjaanANALISAVolumeVolume0.00.01Pek. Pembersihan lahan100.00M22Pas. Bowplank100.00M13Pek. Galian Tanah PondasiSNI 2835: 2008 .6.113.80M34Pek. Urugan kembaliSNI 2835: 2008 6.94.60M35Pek. Urugan PasirSNI 2835: 2008 .6.115.40M36Pek. Pondasi BatuSNI 2836: 2008 .6.218.40M37Pek. Cor Rabat BetonSNI 2002 .5,110.00M20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0
BESISLOOF 13/20Koefesien0.0061651OVERHEAD0.13Volume Beton=0.03m34Volume Besi8.006.67bh ( Sengkang )0.2010(y) Dia 160.61652.47Kg196.920.0153.856(x) Dia 80.22191.14Kg10(x) Dia 100.61650.0Kg3.60KgP=1.00mKebutuhan kilo per m31=138.55kolom 13/13Koefesien0.0061651OVERHEAD0.13Volume Beton=0.02m34Volume Besi8.006.67bh ( Sengkang )0.1310(y) Dia 160.61652.47Kg236.690.0236.696(x) Dia 80.22190.89Kg10(x) Dia 100.61650.0Kg3.35KgP=1.00mKebutuhan kilo per m31=198.45kolom 40/40Koefesien0.0061651OVERHEAD0.4Volume Beton=0.16m38Volume Besi8.006.67bh ( Sengkang )0.4010(y) Dia 160.61654.93Kg79.000.050.006(x) Dia 80.22192.81Kg10(x) Dia 100.61650.0Kg7.74KgP=1.00mKebutuhan kilo per m31=48.36kolom 10/25Koefesien0.0061651OVERHEAD0.1Volume Beton=0.03m34Volume Besi8.006.67bh ( Sengkang )0.2510(y) Dia 160.61652.47Kg217.600.0160.006(x) Dia 80.22191.21Kg10(x) Dia 100.61650.0Kg3.67KgP=1.00mKebutuhan kilo per m31=146.93Balok 20/40Koefesien0.0061651OVERHEAD0.2Volume Beton=0.08m310Volume Besi8.006.67bh ( Sengkang )0.4010(y) Dia 160.61656.17Kg118.000.0125.006(x) Dia 80.22192.10Kg10(x) Dia 100.61650.0Kg08.26KgP=1.00mKebutuhan kilo per m31=103.25BALOK 13/20Koefesien0.0061650.9OVERHEAD0.13Volume Beton=0.03m36Volume Besi8.006.67bh ( Sengkang )0.2010(y) Dia 160.61653.70Kg196.920.0230.776(x) Dia 80.22191.14Kg10(x) Dia 100.61650.0Kg4.84KgP=1.00mKebutuhan kilo per m31=185.97T=8Koefesien0.0061650.9OVERHEAD1Volume Beton=0.08m319.25Volume Besi8.006.67bh ( Sengkang )0.0810(y) Dia 160.616511.87Kg(x) Dia 80.00.0Kg10(x) Dia 100.61650.0Kg11.87KgP=1.00mKebutuhan kilo per m31=148.35T=15Koefesien0.0061650.9OVERHEAD1Volume Beton=0.15m319.25Volume Besi8.006.67bh ( Sengkang )0.1510(y) Dia 160.616511.87Kg(x) Dia 80.00.0Kg10(x) Dia 100.61650.0Kg11.87KgP=1.00mKebutuhan kilo per m31=79.12
ANALISAANALISA HARGA SATUAN PEKERJAANKabupaten: Rejang LebongNo. RABBLM 03Kecamatan: Selupu RejangJenis Kegiatan: Pembangunan Jalan RabatKelurahan/Desa: Karang JayaVolume: 1 PaketKSM:Lokasi: RT. 011NoAnalisaKoefJenis PekerjaanVolumeVol AnalisaSatuan HargaJumlah12456781SNI 2835: 2008 .6.11 m3Galian Tanah Biasa13.800.750HariPekerja13.8010.35045,00033,7500.025HariMandor13.800.34580,0002,000Total Biaya35,7502SNI 2835: 2008 6.91m3Mengurug kembali 1 m3 galian dihitung dari 1/3 kali dari indeks pekerjaan galian4.600.250HariPekerja4.601.15045,00011,2500.008HariMandor4.600.03880,000667Total Biaya11,9173SNI 2835: 2008 .6.111 m3Pek. Urugan Pasir5.401.200M3Pasir Urug5.406.48090,000108,0000.00.300HariPekerja5.401.62045,00013,5000.010HariMandor5.400.05480,000800Total Biaya122,3004SNI 2836: 2008 .6.21 m3Pasangan Batu 1 Pc : 4 Ps18.40Bahan18.401.100M3Batu Gunung18.4020.240135,000148,500163.000KgSemen Type M (40 kg)18.402,999.2001,325215,9750.520M3Pasir Pasang18.409.568145,00075,400Tenaga0.00.600HariTukang18.4011.04065,00039,0000.060HariKepala Tukang18.401.10470,0004,2001.500HariPekerja18.4027.60045,00067,500Total Biaya550,5755SNI 2002 .5,11 m3Campuran Beton 1 : 3 : 54.54Bahan4.540.870M3Koral (Kerikil)4.543.948140,000121,800218.000ZakSemen Type M (40 kg)4.54989.1751,250272,5000.520M3Pasir Pasang4.542.360110,00057,200Tenaga0.00.250HariTukang4.541.13465,00016,2500.025HariKepala Tukang4.540.11370,0001,7501.650HariPekerja4.547.48745,00074,250Total Biaya543,750
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RAB BLMPEMBANGUNAN JALAN LINGKUNGANRENCANA ANGGARAN BIAYAKabupaten: Rejang LebongJenis Kegiatan: Pembangunan Jalan RabatKecamatan: Selupu RejangVolume: 1 PaketKelurahan/Desa: Karang JayaLokasi: RT. 011BLM 03KSM:NOURAIANSatVolume KebutuhanHarga SatuanJumlah BiayaTotalSwdyAPBDBLMSwadayaAPBDBLM(1)(2)(3)(4)(5)(6) = (4) - (5)(7)(8) = (5) x (7)(9) = (6) x (7)1TENAGA KERJAPekerjaHOK48$18$3045,000810,0000.01,350,0002,000,000TukangHOK12$2$1065,000130,0000.0650,000Kepala TukangHOK1$10.070,00070,0000.00.0MandorHOK0.00.00.080,0000.00.00.0Subtotal Tenaga Kerja1,010,0000.02,000,0002BAHANPasir urugM36$690,0000.00.0540,000Pasir pasangM311$11145,0000.00.01,595,000Batu GunungM320$20135,0000.00.02,700,000Koral (Kerikil)M33$3150,0000.00.0450,000Semen Type M (40 kg)Kg3,988$3,9881,3250.00.05,284,100Paku BiasaKg5.005.000.015,00075,0000.00.0Kayu Kelas IVM30.420.420.02,000,000833,3330.00.0EmberBh4.00$46,7000.00.026,800Subtotal Tenaga Bahan908,3330.010,595,9003ALATEmberBh11$30.0$87,50022,5000.060,000BenangGulung80.00.0$85,0000.00.040,000CangkulBh5$50.00.045,000225,0000.00.0SekopBh5$50.00.045,000225,0000.00.0GodemBh1$10.00.035,00035,0000.00.0Grobak DorongBh3$10.0$2350,000350,0000.0700,000LinggisBh2$20.00.050,000100,0000.00.0Sendok SmentBh2$20.00.017,50035,0000.00.0Gergaji BesiBh2$20.00.015,00030,0000.00.0TangBh2$20.00.025,00050,0000.00.0Gergaji KayuBh2$20.00.065,000130,0000.00.0Meteran @100mBh1$10.00.0100,000100,0000.00.0BrusaBh7$70.00.035,000245,0000.00.0Slang Airm80$800.00.02,500200,0000.00.0WaterpasBH2$20.00.045,00090,0000.00.0Subtotal Tenaga Alat1,837,5000.0800,0004BIAYA ADMINISTRASIAdministrasi Harian / MingguanRp250,0000.00.00.0Pelaporan KSM (Kemajuan / Akhir)Rp450,0000.00.00.0Biaya Alat Tulis KantorRp100,0000.00.00.0Photo Kegiatan (0%, 50%, 100%)Rp150,0000.00.00.0Subtotal Tenaga Administrasi0.00.00.05DANA TUNAIUang0.00.0Subtotal Dana Tunai0.00.00.06TANAH / TANAMAN0.00.0TanahM20.00.00.0Tanaman ProduktifBtg / Phn0.00.0Aset Lainnya0.00.0Subtotal Tenaga Administrasi0.00.07KONSUMSIKonsumsi (The, kopi, Gula, Kue, dll)Ls/Paket7510,000750,0000.0Subtotal Tenaga Administrasi750,0000.00.0Jumlah Biaya (Rp.)4,505,8330.013,395,900*)Dana Tunai dari swadaya Masyarakat telah diakomodir pada komponenAlokasi Sumber Biaya Konstruksi GedungSwadaya Masy4,505,8334,505,833swadaya non - dana tunaiSwasta Lainnya0.0*)Tanah / Tanaman yang diperhitungkan hanya kontribusi Hibah dari swadayaAPBD Dinas0.00.0Masyarakat & swasta (non - Pemerintah)BLM APBN13,395,90013,395,900Jumlah Total Konstruksi Gedung17,901,733
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