tower & bak penampung
TRANSCRIPT
Rekap ENGINEER ESTIMATE (EE)REKAPITULASIKegiatan: PENGADAAN SARANA DAN PRASARANA APARATURPekerjaan: PEMBUATAN BAK PENAMPUNG AIR DAN INSTALASI AIRLokasi: Jl. S. Parman Kota PaluTahun Anggaran: 2014NOURAIAN PEKERJAANJUMLAH HARGAIPEKERJAAN PERSIAPANRp 11,500,000.00IIPEKERJAAN BETON, SUMUR BOR/SUNTIK DAN DAPRp 38,421,088.00IIIPEKERJAAN STRUKTUR RANGKA BESIRp 33,555,168.11IVPEK. PENGECATAN , INSTALASI AIR DAN BAK PENAMPUNGRp 35,182,660.00VPEKERJAAN AKHIRRp 1,000,000.00REAL COST119,658,916.11PPN 10 %11,965,891.61JUMLAH131,624,807.72DIBULATKAN131,624,000.00Terbilang : # SERATUS TIGA PULUH SATU JUTA ENAM RATUS DUA PULUH EMPAT RIBU RUPIAH #Lampiran:KEPUTUSAN GUBERNUR SULAWESI TENGAHNomor:Tanggal:DAFTAR KEBUTUHAN PEMELIHARAAN BARANG MILIK DAERAH (DKPBMD)PROPINSI SULAWESI TENGAH TAHUN ANGGARAN 2013SKPD: DINAS KEHUTANAN PROPINSI SULAWESI TENGAHKEGIATAN: REHABILITASI DAN KONSERVASI TANAHPEKERJAAN: BELANJA MODAL PENGADAAN KONSTRUKSI/PEMBELIAN GERBANG LOKASI TAHURALOKASI: DI POBOYATAHUN ANGGARAN: 2013NOURAIAN PEKERJAANJUMLAH HARGAIPEKERJAAN PERSIAPANRp 11,500,000.00IIPEKERJAAN BETON, SUMUR BOR/SUNTIK DAN DAPRp 38,421,088.00IIIPEKERJAAN STRUKTUR RANGKA BESIRp 33,555,168.11IVPEK. PENGECATAN , INSTALASI AIR DAN BAK PENAMPUNGRp 35,182,660.00VPEKERJAAN AKHIRRp 1,000,000.00REAL COST119,658,916.11PPN %11,965,891.61JUMLAH131,624,807.72DIBULATKAN131,624,000.00Terbilang : # SERATUS TIGA PULUH SATU JUTA ENAM RATUS DUA PULUH EMPAT RIBU RUPIAH #An. GUBERNUR SULAWESI TENGAHSEKERTARIS DAERAH PROPINSIub.ASISTEN ADMINISTRASI UMUMDra. DERRY B. DJANGGOLA, M. Si.Pembina Utama MadyaNip. 19570627 198103 2 009131,624,000.00SERATUS TIGA PULUH SATU JUTA ENAM RATUS DUA PULUH EMPAT RIBU RUPIAH0SESATUDUADUA0TIGATIGA0EMPATEMPAT0LIMALIMAJUTAENAMENAMRIBUTUJUHTUJUHDELAPANDELAPANSEMBILANSEMBILAN013162400000131624000001316240000013162400000131624000001316240000013162400000131624000001316240000SERATUS1316240001TIGA PULUH SATU JUTA316240003SATU16240001ENAM RATUS6240006DUA PULUH EMPAT RIBU240002EMPAT40004000000000000
Menyetujui,PEJABAT PELAKSANA TEKNISKEGIATAN
NOVIANTY, S. Hut.NIP. 19811115 200604 2 018Palu, Maret 2014KONSULTAN PERENCANACV. LOBO Engineering Consultant
EDI PURWANTO, Ah.TDirekturMengetahui,KEPALA DINAS KEHUTANANPROVINSI SULAWESI TENGAHSELAKU PENGGUNA ANGGRAN
Ir. H. NAHARDI, MM.NIP. 19621231 198703 1 001
RABENGINEER ESTIMATE ( EE )RENCANA ANGGRAN BIAYA ( RAB)Kegiatan: PENGADAAN SARANA DAN PRASARANA APARATURPekerjaan: PEMBUATAN BAK PENAMPUNG AIR DAN INSTALASI AIRLokasi: Jl. S. Parman Kota PaluTahun Anggaran: 2014No.Uraian PekerjaanVolumeHarga SatuanJumlahIPEKERJAAN PERSIAPAN1Pekerjaan Pengukuran1.000lsRp 500,000.00Rp 500,000.002Sewa Alat Bantu ( Skafolding & Trakel )1.000lsRp 4,000,000.00Rp 4,000,000.003Pembongkaran Tower Air Samping Kantor1.000lsRp 2,500,000.00Rp 2,500,000.004Pembongkaran Plat Lantai Besi Tower I1.000lsRp 3,500,000.00Rp 3,500,000.005Penyambunagan Aliran Listrik ( Pengelasan )1.000lsRp 1,000,000.00Rp 1,000,000.00JumlahRp 11,500,000.00IIPEKERJAAN BETON, SUMUR BOR/SUNTIK DAN DAP1Pek. Cor Beton Penguat Tepi (tower II)2.620mRp 542,400.00Rp 1,421,088.002Pengdaan DAP dan Pemasangan (Tower II)1.000BhRp 1,500,000.00Rp 1,500,000.003Pemb. Sumur Bor/ Suntik+Jetpump (Tower.I)1.000UnitRp 35,500,000.00Rp 35,500,000.00JumlahRp 38,421,088.00IIIPEKERJAAN STRUKTUR RANGKA BESI1Pek. Perakitan Besi Siku 6x6 cm ( Tower II)616.320KgRp 18,173.85Rp 11,200,907.232Pek. Perakitan Besi Siku 6x6 Lantai Bak Penampung (T.I)234.220KgRp 18,173.85Rp 4,256,679.153Pek. Perakitan Besi Pipa Gip 1/2 " Rangkap Atas (T.I)189.760KgRp 18,173.85Rp 3,448,669.784Pek. Perakitan Besi Siku 4x4 (Penyiku)541.000KgRp 18,173.85Rp 9,832,052.855Pek. Relling Pengaman Bak Penampung166.000KgRp 18,173.85Rp 3,016,859.106Pemb. Perakitan Tangga Besi Praktis1.000LsRp 1,800,000.00Rp 1,800,000.00JumlahRp 33,555,168.11IVPEK. PENGECATAN , INSTALASI AIR DAN BAK PENAMPUNG1Pengecatan Besi Tower I1.000LsRp 4,800,000.00Rp 4,800,000.002Pengecatan Besi Tower II1.000LsRp 2,200,000.00Rp 2,200,000.003Inspeksi & Perbaikan Jaringan Pipa Luar & Dalam Bangunan1.000LsRp 4,800,000.00Rp 4,800,000.004Pek. Pasang Instalasi Pipa Pvc 3/4 "165.000m1Rp 50,804.00Rp 8,382,660.005Penyambungan Instalasi & Assesories Pelengkap1.000LsRp 1,500,000.00Rp 1,500,000.006Pengadaan Bak Penampung Fiber & Pemasangan6.000BhRp 2,250,000.00Rp 13,500,000.00JumlahRp 35,182,660.00VPEKERJAAN AKHIR1Pembersihan Akhir1.000lsRp 1,000,000.00Rp 1,000,000.00JumlahRp 1,000,000.00
Palu, Maret 2014KONSULTAN PERENCANACV. LOBO Engineering Consultant
EDI PURWANTO, Ah.TDirektur
ANALISADAFTAR ANALISA SATUAN HARGA PEKERJAANKegiatan: PENGADAAN SARANA DAN PRASARANA APARATURPekerjaan: PEMBUATAN BAK PENAMPUNG AIR DAN INSTALASI AIRLokasi: Jl. S. Parman Kota PaluTahun Anggaran: 2014HARGA BAHANUPAH KERJAJUMLAHI.PEKERJAAN PENDAHULUAN1An. SNI 6.4 1 M1 Pengukuran dan Pemasangan BowplankKayu 5/7M30.0120Rp.1,500,000.00Rp.18,000.00Paku Biasa 2" - 5"Kg0.0200Rp.14,000.00Rp.280.00Kayu Papan 3/20M30.0070Rp.1,500,000.00Rp.10,500.00Tukang KayuOrg/Hari0.1000Rp.50,000.00Rp.5,000.00PekerjaOrg/Hari0.1000Rp.45,000.00Rp.4,500.00Kepala TukangOrg/Hari0.0100Rp.60,000.00Rp.600.00MandorOrg/Hari0.0050Rp.55,000.00Rp.275.00JumlahRp.39,155.0021 M3 Galian Tanah Biasa Sedalam 1 M1 M Galian tanah biasa sampai kedalaman 1 mTukangOrg/Hari0.0000Rp.50,000.00Rp.0.00.040OhMandor70,000.002,800.00PekerjaOrg/Hari0.4000Rp.45,000.00Rp.18,000.0019,600.000.019,600.00Kepala TukangOrg/Hari0.0000Rp.60,000.00Rp.0.0MandorOrg/Hari0.0050Rp.55,000.00Rp.275.00JumlahRp.18,275.00IIPEKERJAAN PASANGAN1 M3 Pasang pondasi batu kali 1 Pc : 4 Psr1.100M3Batu belah 15/20 cm132,000.00145,200.0011 M3 Pasangan Pondasi Batu Kali Camp. 1 Pc : 4 Ps0.520M3Pasir pasang102,300.0053,196.00Batu KaliM31.1000Rp.125,000.00Rp.137,500.00163.0KgSemen portland1,460.00237,980.00Portland CementKg163.0000Rp.1,250.00Rp.203,750.001.500OrgPekerja42,000.0063,000.00Pasir PasangM30.5200Rp.115,000.00Rp.59,800.000.600OrgTukang batu63,000.0037,800.00PekerjaOrg/Hari1.5000Rp.45,000.00Rp.67,500.000.060OrgKepala tukang68,000.004,080.00Tukang BatuOrg/Hari0.6000Rp.50,000.00Rp.30,000.000.075OrgMandor70,000.005,250.00Kepala TukangOrg/Hari0.0600Rp.60,000.00Rp.3,600.00110,130.00436,376.00546,506.00MandorOrg/Hari0.0750Rp.55,000.00Rp.4,125.00JumlahRp.506,275.002An. SNI 6.10 1 M2 Pasangan Bata Merah (5x11x22) Tebal 1/2 Bata Camp. 1 Pc : 5 PsBata merahBh70.0000Rp.900.00Rp.63,000.00Portland CementKg9.6800Rp.1,250.00Rp.12,100.00Pasir PasangM30.0450Rp.115,000.00Rp.5,175.00PekerjaOrg/Hari0.3000Rp.45,000.00Rp.13,500.00Tukang BatuOrg/Hari0.1000Rp.50,000.00Rp.5,000.00Kepala TukangOrg/Hari0.0100Rp.60,000.00Rp.600.00MandorOrg/Hari0.0150Rp.55,000.00Rp.825.00JumlahRp.100,200.00IIIPEKERJAAN PLESTERAN DAN DINDING1An. SNI 6.3 1 M2 Plesteran Camp. 1 Pc : 3 Ps Tebal 15 mmPasir PasanganM30.0230Rp.115,000.00Rp.2,645.00Portland CementKg7.7760Rp.1,250.00Rp.9,720.00PekerjaOrg/Hari0.3000Rp.45,000.00Rp.13,500.00Tukang BatuOrg/Hari0.1500Rp.50,000.00Rp.7,500.00Kepala TukangOrg/Hari0.0150Rp.60,000.00Rp.900.00MandorOrg/Hari0.0150Rp.55,000.00Rp.825.00JumlahRp.35,090.002An. SNI 6.5 1 M2 Plesteran Camp. 1 Pc : 5 Ps Tebal 15 mmPasir PasanganM30.0260Rp.115,000.00Rp.2,990.00Portland CementKg5.1840Rp.1,250.00Rp.6,480.00PekerjaOrg/Hari0.3000Rp.45,000.00Rp.13,500.00Tukang BatuOrg/Hari0.1500Rp.50,000.00Rp.7,500.00Kepala TukangOrg/Hari0.0150Rp.60,000.00Rp.900.00MandorOrg/Hari0.0150Rp.55,000.00Rp.825.00JumlahRp.32,195.003An. SNI 6.27 1 M Acian SemenPortland CementKg3.2500Rp.1,250.00Rp.4,062.50PekerjaOrg/Hari0.2000Rp.45,000.00Rp.9,000.00Tukang BatuOrg/Hari0.1000Rp.50,000.00Rp.5,000.00Kepala TukangOrg/Hari0.0100Rp.60,000.00Rp.600.00MandorOrg/Hari0.0100Rp.55,000.00Rp.550.00JumlahRp.19,212.504An. Suppl (bukan SNI) 1 M2 Acian Kapur + Semen ( Camp. 1 Pc : 7 Kpr )Portland CementKg0.1000Rp.1,250.00Rp.125.00KapurKg0.7000Rp.10,000.00Rp.7,000.00PekerjaOrg/Hari0.0400Rp.45,000.00Rp.1,800.00Tukang BatuOrg/Hari0.0800Rp.50,000.00Rp.4,000.00Kepala TukangOrg/Hari0.0080Rp.60,000.00Rp.480.00MandorOrg/Hari0.0020Rp.55,000.00Rp.110.00JumlahRp.13,515.00IVPEKERJAAN BETON1An. SNI 6.1 1 M3 Beton Tumbuk 1 Pc : 3 Ps : 5 KrKerikil BetonM30.8700Rp.135,000.00Rp.117,450.00Pasir PasanganM30.5200Rp.115,000.00Rp.59,800.00Portland CementKg218.0000Rp.1,250.00Rp.272,500.00PekerjaOrg/Hari1.6500Rp.45,000.00Rp.74,250.00Tukang BatuOrg/Hari0.2500Rp.50,000.00Rp.12,500.00Kepala TukangOrg/Hari0.0250Rp.60,000.00Rp.1,500.00MandorOrg/Hari0.0800Rp.55,000.00Rp.4,400.00JumlahRp.542,400.002An. SNI 6.8 1 m3 Membuat Beton Mutu K 250Semen PortlandKg384.0000Rp.1,250.00Rp.480,000.00Pasir Betonkg692.0000Rp.85.71Rp.59,314.29Koral BetonKg1,039.0000Rp.100.00Rp.103,900.00AirLtr215.0000Rp.3,500.00Rp.752,500.00PekerjaOrg/Hari1.6500Rp.45,000.00Rp.74,250.00Tukang BatuOrg/Hari0.2750Rp.50,000.00Rp.13,750.00Kepala TukangOrg/Hari0.0280Rp.60,000.00Rp.1,680.00MandorOrg/Hari0.0830Rp.55,000.00Rp.4,565.00JumlahRp.4,935.71Rp.210,000.00Rp.1,489,959.293An. SNI 6.17 10 Kg dengan Besi Polos atau Besi UlirBesi BetonKg10.5000Rp.16,700.00Rp.175,350.00Kawat Betonkg0.1000Rp.8,000.00Rp.800.00PekerjaOrg/Hari0.0500Rp.45,000.00Rp.2,250.00Tukang BatuOrg/Hari0.0500Rp.50,000.00Rp.2,500.00Kepala TukangOrg/Hari0.0050Rp.60,000.00Rp.300.00MandorOrg/Hari0.0030Rp.55,000.00Rp.165.00JumlahRp.181,365.001 Kg PembesianRp.18,136.504An. SNI 6.20 1 M2 Bekisting untuk PondasiKayu Kelas IIIM30.0400Rp.1,500,000.00Rp.60,000.00Paku 5 cm - 10 cmkg0.3000Rp.22,000.00Rp.6,600.00Minyak BekistingLtr0.1000Rp.6,000.00Rp.600.00PekerjaOrg/Hari0.5200Rp.45,000.00Rp.23,400.00Tukang BatuOrg/Hari0.2600Rp.50,000.00Rp.13,000.00Kepala TukangOrg/Hari0.0260Rp.60,000.00Rp.1,560.00MandorOrg/Hari0.0260Rp.55,000.00Rp.1,430.00JumlahRp.106,590.005An. SNI 6.21 1 M2 Bekisting untuk SloofKayu Kelas IIIM30.0450Rp.1,500,000.00Rp.67,500.00Paku 5 cm - 10 cmkg0.3000Rp.20,000.00Rp.6,000.00Minyak BekistingLtr0.1000Rp.6,000.00Rp.600.00PekerjaOrg/Hari0.5200Rp.45,000.00Rp.23,400.00Tukang BatuOrg/Hari0.2600Rp.50,000.00Rp.13,000.00Kepala TukangOrg/Hari0.0260Rp.60,000.00Rp.1,560.00MandorOrg/Hari0.0260Rp.55,000.00Rp.1,430.00JumlahRp.113,490.006An. SNI 6.22 1 M2 Bekisting untuk KolomKayu Kelas IIIM30.0400Rp.1,500,000.00Rp.60,000.00Paku 5 cm - 12 cmkg0.4000Rp.20,000.00Rp.8,000.00Minyak BekistingLtr0.2000Rp.6,000.00Rp.1,200.00Balok Kayu Kelas IIM30.0150Rp.2,750,000.00Rp.41,250.00Plywood tebal 9 mmLbr0.3500Rp.160,000.00Rp.56,000.00Dolkem Kayu GalamBtg2.0000Rp.15,000.00Rp.30,000.00PekerjaOrg/Hari0.6600Rp.45,000.00Rp.29,700.00Tukang BatuOrg/Hari0.3300Rp.50,000.00Rp.16,500.00Kepala TukangOrg/Hari0.0330Rp.60,000.00Rp.1,980.00MandorOrg/Hari0.0330Rp.55,000.00Rp.1,815.00JumlahRp.246,445.007An. SNI 6.23 1 M2 Bekisting untuk BalokKayu Kelas IIIM30.0400Rp.1,500,000.00Rp.60,000.00Paku 5 cm - 12 cmkg0.4000Rp.20,000.00Rp.8,000.00Minyak BekistingLtr0.2000Rp.6,000.00Rp.1,200.00Balok Kayu Kelas IIM30.0180Rp.2,750,000.00Rp.49,500.00Plywood tebal 9 mmLbr0.3500Rp.160,000.00Rp.56,000.00Dolkem Kayu GalamBtg2.0000Rp.15,000.00Rp.30,000.00PekerjaOrg/Hari0.6600Rp.45,000.00Rp.29,700.00Tukang BatuOrg/Hari0.3300Rp.50,000.00Rp.16,500.00Kepala TukangOrg/Hari0.0330Rp.60,000.00Rp.1,980.00MandorOrg/Hari0.0330Rp.55,000.00Rp.1,815.00JumlahRp.254,695.008An. SNI 6.24 1 M2 Bekisting untuk LantaiKayu Kelas IIIM30.0400Rp.1,500,000.00Rp.60,000.00Paku 5 cm - 12 cmkg0.4000Rp.20,000.00Rp.8,000.00Minyak BekistingLtr0.2000Rp.6,000.00Rp.1,200.00Balok Kayu Kelas IIM30.0150Rp.2,750,000.00Rp.41,250.00Plywood tebal 9 mmLbr0.3500Rp.160,000.00Rp.56,000.00Dolkem Kayu GalamBtg6.0000Rp.15,000.00Rp.90,000.00PekerjaOrg/Hari0.6600Rp.45,000.00Rp.29,700.00Tukang BatuOrg/Hari0.3300Rp.50,000.00Rp.16,500.00Kepala TukangOrg/Hari0.0330Rp.60,000.00Rp.1,980.00MandorOrg/Hari0.0330Rp.55,000.00Rp.1,815.00JumlahRp.306,445.009An. SNI 6.28 1 M3 Pondasi Beton Bertulang (125 Kg + Bekisting)Kayu Kelas IIIM30.2000Rp.1,500,000.00Rp.300,000.00Paku 5 cm - 12 cmkg1.5000Rp.20,000.00Rp.30,000.00Minyak BekistingLtr0.4000Rp.6,000.00Rp.2,400.00Besi Beton Poloskg125.0000Rp.16,700.00Rp.2,087,500.00Kawat Betonkg2.2500Rp.8,000.00Rp.18,000.00Semen Porlandkg336.0000Rp.1,250.00Rp.420,000.00Pasir BetonM30.5400Rp.120,000.00Rp.64,800.00KerikilM30.8100Rp.135,000.00Rp.109,350.00PekerjaOrg/Hari5.3000Rp.45,000.00Rp.238,500.00Tukang BatuOrg/Hari0.2750Rp.50,000.00Rp.13,750.00Tukang KayuOrg/Hari1.3000Rp.50,000.00Rp.65,000.00Tukang BesiOrg/Hari1.0500Rp.55,000.00Rp.57,750.00Kepala TukangOrg/Hari0.2620Rp.60,000.00Rp.15,720.00MandorOrg/Hari0.2650Rp.55,000.00Rp.14,575.00JumlahRp.3,437,345.0010An. SNI 6.35 1 M' Kolom Praktis Beton Bertulang (11 x 11) cmKayu Kelas IIIM30.0020Rp.1,500,000.00Rp.3,000.00Paku 5 cm - 12 cmkg0.0100Rp.20,000.00Rp.200.00Besi Beton Poloskg3.0000Rp.16,700.00Rp.50,100.00Kawat Betonkg0.4500Rp.8,000.00Rp.3,600.00Semen Porlandkg4.0000Rp.1,250.00Rp.5,000.00Pasir BetonM30.0060Rp.120,000.00Rp.720.00KerikilM30.0090Rp.135,000.00Rp.1,215.00PekerjaOrg/Hari0.1800Rp.45,000.00Rp.8,100.00Tukang BatuOrg/Hari0.0200Rp.50,000.00Rp.1,000.00Tukang KayuOrg/Hari0.0200Rp.50,000.00Rp.1,000.00Tukang BesiOrg/Hari0.0200Rp.55,000.00Rp.1,100.00Kepala TukangOrg/Hari0.0060Rp.60,000.00Rp.360.00MandorOrg/Hari0.0090Rp.55,000.00Rp.495.00JumlahRp.75,890.001 M3 kolom Praktis = 82.6 m1Rp.6,268,514.0011An. SNI 6.36 1 M' Ring Balok Beton Bertulang (14 x 20) cmKayu Kelas IIIM30.0030Rp.1,500,000.00Rp.4,500.00Paku 5 cm - 12 cmkg0.0200Rp.20,000.00Rp.400.00Besi Beton Poloskg3.6000Rp.16,700.00Rp.60,120.00Kawat Betonkg0.0500Rp.8,000.00Rp.400.00Semen Portlandkg5.5000Rp.1,250.00Rp.6,875.00Pasir BetonM30.0090Rp.120,000.00Rp.1,080.00KerikilM30.0150Rp.135,000.00Rp.2,025.00PekerjaOrg/Hari0.2970Rp.45,000.00Rp.13,365.00Tukang BatuOrg/Hari0.0330Rp.50,000.00Rp.1,650.00Tukang KayuOrg/Hari0.0330Rp.50,000.00Rp.1,650.00Tukang BesiOrg/Hari0.0330Rp.55,000.00Rp.1,815.00Kepala TukangOrg/Hari0.0100Rp.60,000.00Rp.600.00MandorOrg/Hari0.0150Rp.55,000.00Rp.825.00JumlahRp.95,305.001 M3 Ring Balk = 35.7 m'Rp.3,402,388.50`121 m3 Sloof Beton 20 x 30 (Besi 170 Kg)an. SNI 6.21 Bekisting SloofM28.320Rp.113,490.00Rp.944,236.80an. SNI 6.8 Beton K 250M31.000Rp.1,489,959.29Rp.1,489,959.29an. SNI 6.17 BesiKg170.000Rp.18,136.50Rp.3,083,205.00JumlahRp.5,517,401.09131 m3 Kolom Beton 25 x 35 (Besi 115 Kg)an. SNI 6.22 Bekisting KolomM28.320Rp.246,445.00Rp.2,050,422.40an. SNI 6.8 Beton K 250M31.000Rp.1,489,959.29Rp.1,489,959.29an. SNI 6.17 BesiKg115.000Rp.18,136.50Rp.2,085,697.50JumlahRp.5,626,079.19141 m3 Kolom Beton 30 x 30 (Besi 175 Kg)an. SNI 6.22 Bekisting KolomM28.320Rp.246,445.00Rp.2,050,422.40an. SNI 6.8 Beton K 250M31.000Rp.1,489,959.29Rp.1,489,959.29an. SNI 6.17 BesiKg175.000Rp.18,136.50Rp.3,173,887.50JumlahRp.6,714,269.19151 m3 Kolom Beton 20 x 25 (Besi 145 Kg)an. SNI 6.22 Bekisting KolomM28.320Rp.246,445.00Rp.2,050,422.40an. SNI 6.8 Beton K 250M31.000Rp.1,489,959.29Rp.1,489,959.29an. SNI 6.17 BesiKg145.000Rp.18,136.50Rp.2,629,792.50JumlahRp.6,170,174.19161 m3 Balok Beton 20 x 30 (Besi 170 Kg)an. SNI 6.23 Bekisting BalokM28.320Rp.254,695.00Rp.2,119,062.40an. SNI 6.8 Beton K 250M31.000Rp.1,489,959.29Rp.1,489,959.29an. SNI 6.17 BesiKg170.000Rp.18,136.50Rp.3,083,205.00JumlahRp.1,762,790.79Rp.6,692,226.69171 m3 Balok Induk Beton 20 x 40 (Besi 160 Kg)an. SNI 6.23 Bekisting BalokM28.320Rp.254,695.00Rp.2,119,062.40an. SNI 6.8 Beton K 250M31.000Rp.1,489,959.29Rp.1,489,959.29an. SNI 6.17 BesiKg160.000Rp.18,136.50Rp.2,901,840.00JumlahRp.6,510,861.6918An. SNI 6.13 1 m3 Membuat Beton, 1 Pc : 2 Ps : 3 KrSemen PortlandKg336.0000Rp.1,250.00Rp.420,000.00Pasir BetonM30.5400Rp.120,000.00Rp.64,800.00Koral BetonM30.8100Rp.135,000.00Rp.109,350.00PekerjaOrg/Hari2.0000Rp.45,000.00Rp.90,000.00Tukang BatuOrg/Hari0.3500Rp.50,000.00Rp.17,500.00Kepala TukangOrg/Hari0.0350Rp.60,000.00Rp.2,100.00MandorOrg/Hari1.0000Rp.55,000.00Rp.55,000.00JumlahRp.758,750.00VPEKERJAAN PENGECATAN1An. SNI 6.14 1 M2 Pekerjaan Pengecatan Dinding/PlafonPlamirKg0.1000Rp.30,700.00Rp.3,070.00Cat DasarKg0.1000Rp.14,000.00Rp.1,400.00Cat penutupKg0.2600Rp.14,000.00Rp.3,640.00PekerjaOrg/Hari0.0200Rp.45,000.00Rp.900.00Tukang CatOrg/Hari0.0630Rp.50,000.00Rp.3,150.00Kepala Tukang CatOrg/Hari0.0063Rp.60,000.00Rp.378.00MandorOrg/Hari0.0025Rp.55,000.00Rp.137.50JumlahRp.12,675.502An. SNI 6.8 1 M2 Pekerjaan Pengecatan KayuPlamirKg0.1500Rp.30,700.00Rp.4,605.00Cat Menie KayuKg0.2000Rp.15,000.00Rp.3,000.00Cat DasarKg0.1700Rp.40,000.00Rp.6,800.00Cat PenutupKg0.2600Rp.40,000.00Rp.10,400.00PekerjaOrg/Hari0.0700Rp.45,000.00Rp.3,150.00Tukang CatOrg/Hari0.0090Rp.50,000.00Rp.450.00Kepala Tukang CatOrg/Hari0.0060Rp.60,000.00Rp.360.00MandorOrg/Hari0.0025Rp.55,000.00Rp.137.50JumlahRp.28,902.503An. SNI 6.11 1 M2 Pelaburan Bidang Kayu Dengan PoliturPolitur JadiLtr0.3720Rp.41,200.00Rp.15,326.40AmpelasLbr2.0000Rp.3,600.00Rp.7,200.00Tukang CatOrg/Hari0.0600Rp.45,000.00Rp.2,700.00Kepala TukangOrg/Hari0.0160Rp.38,600.00Rp.617.60MandorOrg/Hari0.0025Rp.42,500.00Rp.106.25JumlahRp.25,950.254An. 1 M2 Mengecat dengan Meni KayuCat Menie KayuKg0.2500Rp.15,000.003,750.00Minyak catLtr0.0190Rp.25,000.00475.00Tukang CatOrg/Hari0.0750Rp.50,000.003,750.00Kepala TukangOrg/Hari0.0075Rp.60,000.00450.00PekerjaOrg/Hari0.0500Rp.45,000.002,250.00MandorOrg/Hari0.0025Rp.55,000.00137.50JumlahRp.10,812.505An. SNI 6.21 1 M2 Pengecatan Permukaan Baja Dengan Meni Besi dan PerancahMeni BesiKg0.1000Rp.15,000.00Rp.1,500.00KuasBh0.0100Rp.3,500.00Rp.35.00Perancah KayuM30.0020Rp.1,500,000.00Rp.3,000.00PekerjaOrg/Hari0.2500Rp.50,000.00Rp.12,500.00Tukang CatOrg/Hari0.2250Rp.60,000.00Rp.13,500.00Kepala TukangOrg/Hari0.0225Rp.45,000.00Rp.1,012.50MandorOrg/Hari0.0075Rp.55,000.00Rp.412.50JumlahRp.31,960.005An. SNI 6.21 1 M2 Pengecatan Permukaan Baja Dengan Cat dan PerancahCat BesiKg0.1000Rp.35,000.00Rp.3,500.00KuasBh0.0100Rp.3,500.00Rp.35.00Perancah KayuM30.0020Rp.1,500,000.00Rp.3,000.00PekerjaOrg/Hari0.2500Rp.50,000.00Rp.12,500.00Tukang CatOrg/Hari0.2250Rp.60,000.00Rp.13,500.00Kepala TukangOrg/Hari0.0225Rp.45,000.00Rp.1,012.50MandorOrg/Hari0.0075Rp.55,000.00Rp.412.50JumlahRp.33,960.006An. SNI 6.20 1 M2 Pengecatan Permukaan Baja Dengan Meni Besi ( Atap Seng )Cat AtapKg0.1000Rp.17,000.00Rp.1,700.00KuasBh0.0100Rp.3,500.00Rp.35.00PekerjaOrg/Hari0.0200Rp.50,000.00Rp.1,000.00Tukang CatOrg/Hari0.2000Rp.60,000.00Rp.12,000.00Kepala TukangOrg/Hari0.0200Rp.45,000.00Rp.900.00MandorOrg/Hari0.0100Rp.55,000.00Rp.550.00JumlahRp.16,185.00VIPEKERJAAN BESI TERALIS DAN RANGKA BESI1Supplay 1 M2 Pekerjaan Terali BesiBesiKg7.5000Rp.16,700.00Rp.125,250.00PengelasanCm27.0800Rp.1,000.00Rp.27,080.00PekerjaOrg/Hari1.6700Rp.45,000.00Rp.75,150.00Tukang BesiOrg/Hari1.6700Rp.55,000.00Rp.91,850.00Kepala TukangOrg/Hari0.1670Rp.60,000.00Rp.10,020.00MandorOrg/Hari0.0830Rp.55,000.00Rp.4,565.00JumlahRp.333,915.002Supplay Memasang 1 Kg Rangka Besi SikuBesi Siku 5x5Kg1.0000Rp.8,500.00Rp.8,500.001 Kg Pekerjaan besi sikuKawat LasKg0.0500Rp.85,000.00Rp.4,250.001kg besi siku14,800.0014,800.00PekerjaOrg/Hari0.0230Rp.45,000.00Rp.1,035.000.067tukang78,800.005,253.99Tukang BesiOrg/Hari0.0670Rp.55,000.00Rp.3,685.000.001mandor65,600.0077.08Kepala TukangOrg/Hari0.0067Rp.60,000.00Rp.402.000.023pekerja52,500.00MandorOrg/Hari0.0010Rp.55,000.00Rp.55.00JumlahRp.17,927.003Mengerjakan 100 Kg pekerjaan perakitanSolarLiter1.0000Rp.7,500.00Rp.7,500.00Minyak PelumasLiter0.100024,500.00Rp.2,450.00PekerjaOrg/Hari0.1000Rp.45,000.00Rp.4,500.00Tukang BesiOrg/Hari0.1000Rp.55,000.00Rp.5,500.00Kepala TukangOrg/Hari0.0010Rp.60,000.00Rp.60.00MandorOrg/Hari0.0050Rp.55,000.00Rp.275.00Alat BantuJam0.0800Rp.55,000.00Rp.4,400.00JumlahRp.24,685.00Mengerjakan 1 Kg perakitan =Rp.246.854Supplay 1 Kg Rangka Besi PipaMemasang 1Kg Rangka PipaKg1.000017,927.00Rp.17,927.00Mengerjakan 1 kg perakitan BesiKg1.0000246.85Rp.246.85JumlahRp.18,173.856.16.Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cmVIPEKERJAAN SANITASItinggi 35 cmIMemasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) Tinggi 50 cmBatu bataBh250.000Rp900.00Rp225,000.006.16.1.BahanSemen portlandKg77.000Rp1,250.00Rp96,250.00-Batu bata145.000BhxRp.0=Rp.0.00Pasir pasangM0.130Rp115,000.00Rp14,950.00-Semen portland44.000KgxRp.0=Rp.0.00Batu kerikilM0.020Rp135,000.00Rp2,700.00-Pasir pasang0.070MxRp.0=Rp.0.00Besi betonKg2.600Rp16,700.00Rp43,420.00-Batu kerikil0.070MxRp.0=Rp.0.00Pasir betonM0.090Rp120,000.00Rp10,800.00-Besi beton1.600KgxRp.0=Rp.0.00PekerjaOh1.420Rp45,000.00Rp63,900.00-Pasir beton0.060MxRp.0=Rp.0.00Tukang batuOh0.473Rp50,000.00Rp23,650.00Jumlah (1)=Rp.0.00Kepala tukangOh0.047Rp50,000.00Rp2,350.006.16.2.TenagaMandorOh0.071Rp55,000.00Rp3,905.00-Pekerja3.200OhxRp.0=Rp.0.00Rp486,925.00-Tukang batu1.015OhxRp.0=Rp.0.00-Kepala tukang0.0015OhxRp.0=Rp.0.00IIMemasang 1 m' pipa PVC 3/4 "-Mandor0.016OhxRp.0=Rp.0.00Pipa PVCM11.2Rp24,000.00Rp28,800.00Jumlah (2)=Rp.0.00PerlengkapanLs35 % dari harga pipaRp3,180.00Rp3,180.00Jumlah (1) +(2)=Rp.0.00PekerjaOh0.135Rp45,000.00Rp6,075.00Tukang batuOh0.225Rp50,000.00Rp11,250.006.17.Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cmKepala tukangOh0.0225Rp50,000.00Rp1,125.00tinggi 50 cmMandorOh0.0068Rp55,000.00Rp374.00Rp50,804.006.17.1.BahanIIMemasang 1 m' pipa galvanis diameter 2"-Batu bata250.000BhxRp.0=Rp.0.00Pipa galvanisM11.2Rp96,500.00Rp115,800.00-Semen portland77.000KgxRp.0=Rp.0.00PerlengkapanLs35 % dari harga pipaRp12,786.25Rp12,786.25-Pasir pasang0.130MxRp.0=Rp.0.00PekerjaOh0.108Rp45,000.00Rp4,860.00-Batu kerikil0.020MxRp.0=Rp.0.00Tukang batuOh0.180Rp45,000.00Rp8,100.00-Besi beton2.600KgxRp.0=Rp.0.00Kepala tukangOh0.018Rp50,000.00Rp900.00-Pasir beton0.090MxRp.0=Rp.0.00MandorOh0.0054Rp50,000.00Rp270.00Jumlah (1)=Rp.0.00Rp142,716.256.17.2.TenagaIIMemasang 1 m' pipaPVC diameter 3"-Pekerja1.420OhxRp.0=Rp.0.00Pipa PVCM11.2Rp35,000.00Rp42,000.00-Tukang batu0.473OhxRp.0=Rp.0.00Perlengkapan%35 % dari harga pipaRp4,637.50Rp4,637.50-Kepala tukang0.047OhxRp.0=Rp.0.00PekerjaOh0.081Rp45,000.00Rp3,645.00-Mandor0.071OhxRp.0=Rp.0.00Tukang batuOh0.135Rp45,000.00Rp6,075.00Jumlah (2)=Rp.0.00Kepala tukangOh0.0135Rp45,000.00Rp607.50Jumlah (1) +(2)=Rp.0.00MandorOh0.0041Rp50,000.00Rp205.00Galian Tanah Jalur Pipa 40x50M30.2Rp57,170.006.18.Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cmUrugan Pasir Timbunan PipaM3tinggi 65 cmUrugan Tanah Bekas GalianM3Pengakutan Pipa Manual / orang%10% dari Harga Pipa6.18.1.Bahan-Batu bata371.000BhxRp.0=Rp.0.00-Semen portland114.000KgxRp.0=Rp.0.00-Pasir pasang0.184MxRp.0=Rp.0.00-Batu koral0.033MxRp.0=Rp.0.000.4-Besi beton4.850KgxRp.0=Rp.0.000.5-Pasir beton0.120MxRp.0=Rp.0.001Jumlah (1)=Rp.0.000.26.18.2.Tenaga-Pekerja2.160OhxRp.0=Rp.0.00-Tukang batu0.720OhxRp.0=Rp.0.00-Kepala tukang0.072OhxRp.0=Rp.0.00-Mandor0.108OhxRp.0=Rp.0.00-Tukang gali0.100OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.19.Memasang 1 m' pipa galvanis diameter "6.19.1.Bahan-Pipa galvanis1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.19.2.Tenaga-Pekerja0.054OhxRp.0=Rp.0.00-Tukang batu0.090OhxRp.0=Rp.0.00-Kepala tukang0.009OhxRp.0=Rp.0.00-Mandor0.027OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.20.Memasang 1 m' pipa galvanis diameter 3/4"6.20.1.Bahan-Pipa galvanis1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.20.2.Tenaga-Pekerja0.054OhxRp.0=Rp.0.00-Tukang batu0.090OhxRp.0=Rp.0.00-Kepala tukang0.009OhxRp.0=Rp.0.00-Mandor0.027OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.21.Memasang 1 m' pipa galvanis diameter 1"6.21.1.Bahan-Pipa galvanis1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.21.2.Tenaga-Pekerja0.054OhxRp.0=Rp.0.00-Tukang batu0.090OhxRp.0=Rp.0.00-Kepala tukang0.009OhxRp.0=Rp.0.00-Mandor0.027OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.22.Memasang 1 m' pipa galvanis diameter 1 "6.22.1.Bahan-Pipa galvanis1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.22.2.Tenaga-Pekerja0.108OhxRp.0=Rp.0.00-Tukang batu0.180OhxRp.0=Rp.0.00-Kepala tukang0.018OhxRp.0=Rp.0.00-Mandor0.0054OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.23.Memasang 1 m' pipa galvanis diameter 2"6.23.1.Bahan-Pipa galvanis1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.23.2.Tenaga-Pekerja0.108OhxRp.0=Rp.0.00-Tukang batu0.180OhxRp.0=Rp.0.00-Kepala tukang0.018OhxRp.0=Rp.0.00-Mandor0.0054OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.24.Memasang 1 m' pipa galvanis diameter 3"6.24.1.Bahan-Pipa galvanis1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.24.2.Tenaga-Pekerja0.135OhxRp.0=Rp.0.00-Tukang batu0.225OhxRp.0=Rp.0.00-Kepala tukang0.0225OhxRp.0=Rp.0.00-Mandor0.0068OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.25.Memasang 1 m' pipa PVC tipe AW diameter "6.25.1.Bahan-Pipa PVC1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.25.2.Tenaga-Pekerja0.036OhxRp.0=Rp.0.00-Tukang batu0.060OhxRp.0=Rp.0.00-Kepala tukang0.006OhxRp.0=Rp.0.00-Mandor0.0018OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.26.Memasang 1 m' pipa PVC tipe AW diameter "6.26.1.Bahan-Pipa PVC1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.26.2.Tenaga-Pekerja0.036OhxRp.0=Rp.0.00-Tukang batu0.060OhxRp.0=Rp.0.00-Kepala tukang0.006OhxRp.0=Rp.0.00-Mandor0.0018OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.27.Memasang 1 m' pipa PVC tipe AW diameter 1"6.27.1.Bahan-Pipa PVC1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.27.2.Tenaga-Pekerja0.036OhxRp.0=Rp.0.00-Tukang batu0.060OhxRp.0=Rp.0.00-Kepala tukang0.006OhxRp.0=Rp.0.00-Mandor0.0018OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.28.Memasang 1 m' pipa PVC tipe AW diameter 1 "6.28.1.Bahan-Pipa PVC1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.28.2.Tenaga-Pekerja0.036OhxRp.0=Rp.0.00-Tukang batu0.060OhxRp.0=Rp.0.00-Kepala tukang0.006OhxRp.0=Rp.0.00-Mandor0.0018OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.29.Memasang 1 m' pipa PVC tipe AW diameter 2"6.29.1.Bahan-Pipa PVC1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.29.2.Tenaga-Pekerja0.054OhxRp.0=Rp.0.00-Tukang batu0.090OhxRp.0=Rp.0.00-Kepala tukang0.009OhxRp.0=Rp.0.00-Mandor0.0027OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.30.Memasang 1 m' pipa PVC tipe AW diameter 2 "6.30.1.Bahan-Pipa PVC1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.30.2.Tenaga-Pekerja0.036OhxRp.0=Rp.0.00-Tukang batu0.060OhxRp.0=Rp.0.00-Kepala tukang0.006OhxRp.0=Rp.0.00-Mandor0.0018OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.31.Memasang 1 m' pipa PVC tipe AW diameter 3"6.31.1.Bahan-Pipa PVC1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.31.2.Tenaga-Pekerja0.081OhxRp.0=Rp.0.00-Tukang batu0.135OhxRp.0=Rp.0.00-Kepala tukang0.0135OhxRp.0=Rp.0.00-Mandor0.0041OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.006.32.Memasang 1 m' pipa PVC tipe AW diameter 4"6.32.1.Bahan-Pipa PVC1.200MxRp.0=Rp.0.00-Perlengkapan35%harga pipaxRp.0=Rp.0.00Jumlah (1)=Rp.0.006.32.2.Tenaga-Pekerja0.081OhxRp.0=Rp.0.00-Tukang batu0.135OhxRp.0=Rp.0.00-Kepala tukang0.0135OhxRp.0=Rp.0.00-Mandor0.0041OhxRp.0=Rp.0.00Jumlah (2)=Rp.0.00Jumlah (1) +(2)=Rp.0.00
&L&"Arial,Italic"&11Daftar Analisa Harga Satuan PekerjaanPalu, Maret 2014KONSULTAN PERENCANACV. LOBO Engineering Consultant
EDI PURWANTO, Ah.TDirektur
HARGADAFTAR HARGA BAHAN DAN UPAHKegiatan: PENGADAAN SARANA DAN PRASARANA APARATURPekerjaan: PEMBUATAN BAK PENAMPUNG AIR DAN INSTALASI AIRLokasi: Jl. S. Parman Kota PaluTahun Anggaran: 2014NoUraianSatuanHarga (Rp)Keterangan/MerekABAHAN1Tanah UrugM380,000.002Pasir UrugM395,000.003Pasir PasanganM3115,000.004Pasir BetonM3120,000.0085.711400Kg5Kerikil BetonM3135,000.00100.001350Kg6Portland CementKg1,250.007Semen WarnaKg14,000.008Batu Kali / BelahM3125,000.00131,624,000.009Batu BataBh900.0010BesiKg16,700.0011Besi StripKg15,500.0012Kawat lasKg85,000.0013Kawat BetonKg8,000.0014Besi SikuKg8,500.0015Paku Biasa 1" - 2"Kg14,000.0016Paku Biasa 2,5" - 3,5"Kg20,000.0017Paku Biasa 4" - 6"Kg22,000.0018Paku Payungkg26,000.0019Paku TripleksKg19,000.0020Paku SekrupKg35,000.0095000021Kayu Kelas Im33,500,000.00237,500.0022Kayu Kelas IIM32,750,000.0023Kayu Kelas III, (campuran)M31,500,000.0024Pipa Galvanis 1 "M'47,500.0025Pipa Galvanis 2"M'96,500.0026Pipa Galvanis 3 "M'237,500.0027Pipa PVC 3 "M'35,000.0028Pipa PVC 2 "M'24,000.0029Pipa PCV 3/4 "M'24,000.0030Dolken kayu galamBtg15,000.001,431,000.0031Kapur AcianKg10,000.0032Atap Seng GelombangLbr50,000.0027Tripleks Tebal 3 mmLbr45,000.0028Plywood 9 mmLbr160,000.0029Seng Plat (0,2)M'15,000.0030Lem KayuKg15,200.0031Cat KayuKg40,000.0032Cat TembokKg14,000.0033Cat BesiKg35,000.0034Cat AtapKg17,000.0035Minyak Cat (Afdunner)Liter25,000.0030SolarLiter7,500.0031Meni KayuKg15,000.0032Meni BesiKg15,000.0033Minyak BekistingLtr6,000.0034Teer ResiduLiter18,800.0035PoliturLiter41,200.0036Dempul Tembok (Plamir)Kg30,700.0037Kertas PasirLembar3,600.0044Grendel Tanam PintuBh25,000.0045Kuasbh3,500.00BUPAH1MandorOrg/hari55,000.002Kepala TukangOrg/hari60,000.003Tukang BatuOrg/hari50,000.004Tukang KayuOrg/hari50,000.005Tukang BesiOrg/hari55,000.006PekerjaOrg/hari45,000.00131,624,000.00CPERALATAN1Dump TruckJam30,000.002Alat BantuJam55,000.003Concrete MixerHari36,000.004Concrete VibratorHari36,000.005Jack HammerHari30,000.006Pompa AirHari30,000.007Generator SetHari36,000.008StamperHari21,500.00
Palu, Maret 2014KONSULTAN PERENCANACV. LOBO Engineering Consultant
EDI PURWANTO, Ah.TDirektur
Sheet127.40842090.05530037.62318025.5000002.62740021.78500043.44000044.681770293.1210700.0