Rekap ENGINEER ESTIMATE (EE)R E K A P I T U L A S IPekerjaan: RENCANA JEMBATAN GANTUNNGLokasi: Desa Bambasiam Kecamatan Palasa Kab. Parigi moutongTahun Anggaran: 2014NOURAIAN PEKERJAANJUMLAH HARGAIPEKERJAAN PERSIAPANRp 40,000,000.00IIPEKERJAAN PONDASI BAWAH / PONDASI MENARARp 307,256,928.92IIIPEKERJAAN STRUKTUR BANGUNAN ATASRp 631,304,681.50IVPEKERJAAN LAIN-LAINRp 112,349,420.24REAL COST1,090,911,030.66PPN 10 %109,091,103.07JUMLAH1,200,002,133.73DIBULATKAN1,200,000,000.00Terbilang : # SATU MILYAR DUA RATUS JUTA RUPIAH #1,200,000,000.00SATU MILYAR DUA RATUS JUTA RUPIAH0SESATUDUADUA0TIGATIGA0EMPATEMPATMILYARLIMALIMAJUTAENAMENAM0TUJUHTUJUHDELAPANDELAPANSEMBILANSEMBILAN012000000000012000000000012000000000012000000000012000000000012000000000012000000000SATU MILYAR12000000000SATU12000000001DUA RATUS2000000002JUTA00000000000000000000000000

Mengetahui, KEPALA PELAKSANA BADAN PENAGGULANGAN BENCANA DAERAH KABUPATEN PARIGI MOUTONG

Drs. ARISMAN, Msc. Pembina Tkt.I IV/b Nip. 19630620 199003 1 009Palu, 2014KONSULTAN PERENCANACV. GLOBAL PLAN Engineering Consultant

Ir. EKO WAHYUDIANTORODirektur

RABRENCANA ANGGARAN BIAYA ( RAB)Pekerjaan: RENCANA JEMBATAN GANTUNNGLokasi: Desa Bambasiam Kecamatan Palasa Kab. Parigi moutongTahun Anggaran: 2014No.Uraian PekerjaanVolumeHarga SatuanJumlahIPEKERJAAN PERSIAPAN1Pekerjaan Pengukuran (Dengan Alat)1.000lsRp 5,000,000.00Rp 5,000,000.002Sewa Alat Bantu Pembersihan (Alat Berat)1.000lsRp 12,000,000.00Rp 12,000,000.003Pembongkaran Pylon Jembatan Lama (2 Sisi)1.000lsRp 15,000,000.00Rp 15,000,000.004Pembuatan Direksi Keet, Gudang Dan Peralatan1.000lsRp 8,000,000.00Rp 8,000,000.00JumlahRp 40,000,000.00IIPEKERJAAN PONDASI BAWAH / PONDASI MENARAAPekerjaan Pondasi Menara/Pylon Beton1Pekerjaan Galian Tanah11.35mRp 18,275.00Rp 207,421.252Pekerjaan Lantai Kerja Pada Pondasi Sumuran 1pc:3psr:5krl2.55mRp 1,489,959.29Rp 3,799,396.183Pekerjaan Cyclopen pada pondasi sumuran 1pc:3psr:3krl8.99mRp 3,437,345.00Rp 30,901,731.554Pekerjaan Beton Bertulang pada pondasi sumuran K. 3006.68mRp 6,714,269.19Rp 44,851,318.165Pekerjaan Beton Bertulang Pondasi Poor Plat K. 30016.24mRp 6,714,269.19Rp 109,039,731.586Angkur Dia 16 mm Panjang 60 cm36.00bhRp 120,000.00Rp 4,320,000.007Pekerjaan Pasangan Batu Kali 1:4, Keliling Pondasi28.11mRp 506,275.00Rp 14,231,390.258Urugan Tanah Kembali Yang Dipadatkan4.22mRp 250,000.00Rp 1,055,000.00JumlahRp 208,405,988.97BPekerjaan Blok Angkur Kabel Utama1Pekerjaan Galian Tanah31.880mRp 18,275.00Rp 582,607.002Pekerjaan Urugan Pasir T. 5 cm2.560mRp 255,000.00Rp 652,800.003Pekerjaan Pasangan Batu Kali 1:4,19.550mRp 506,275.00Rp 9,897,676.254Angkur Dia 12 mm Panjang 150 cm188.160kgRp 18,173.85Rp 3,419,591.625Pekerjaan Beton Bertulang Pondasi Poor Plat K. 2507.900mRp 6,714,269.19Rp 53,042,726.576Pasang Angkur Utama Pada Kedudukan uk. 120x120x8xmm221.420kgRp 18,173.85Rp 4,024,053.877Urugan Tanah Kembali Yang Dipadatkan28.990mRp 250,000.00Rp 7,247,500.00JumlahRp 78,866,955.30CPekerjaan Angkur Kabel Angin1Pekerjaan Galian Tanah6.800mRp 18,275.00Rp 124,270.002Pekerjaan Urugan Pasir T. 5 cm0.590mRp 255,000.00Rp 150,450.003Pekerjaan Pasangan Batu Kali 1:4,7.040mRp 506,275.00Rp 3,564,176.004Pasang Angkur Kabel Angin dia. 25 mm Pada Kedudukan38.770kgRp 18,173.85Rp 704,600.165Urugan Tanah Kembali Yang Dipadatkan1.810mRp 250,000.00Rp 452,500.00JumlahRp 4,995,996.16Pekerjaan Angkur Kabel Angin 4 (empat Buah)Rp 19,983,984.66Total Pekerjaan Pondasi Bawah / PylonRp 307,256,928.92IIIPEKERJAAN STRUKTUR BANGUNAN ATAS1Pekerjaan Kolom Beton Utama 40x60 cm19.320mRp 6,714,269.19Rp 129,719,680.672Pekerjaan Sloof, Balok & Ring Balok Beton 25x5011.220mRp 6,714,269.19Rp 75,334,100.263Pekerjaan Plat Beton T. 12 cm4.220mRp 3,402,388.50Rp 14,358,079.474Pekerjaan Pemasangan Roller uk. 300x150x121.000LsRp 24,500,000.00Rp 24,500,000.005Pemasangan Kabel Utama 2 (2")6677.410KgRp 18,173.85Rp 121,354,247.736Pekerjaan Hanger dia. 12 mm lengkap dengan accesories1.000LsRp 15,000,000.00Rp 15,000,000.007Pekerjaan Gelagar Melintang WF 150 x 100 x 6 x 91883.650kgRp 18,173.85Rp 34,233,172.558Pekerjaan Gelagar Memanjang WF 200 x 100 x 6 x 91919.760KgRp 18,173.85Rp 34,889,430.289Pek.Pemasangan Lantai Jembatan Papan 3 x 20 x 1804.500mRp 6,500,000.00Rp 29,250,000.0010Pekerjaan Pemasangan Diafragma uk. 10 x 10 x 4 cm2952.000KgRp 18,173.85Rp 53,649,205.2011Pekerjaan Pemasangan Kabel Angin & Vertikal 25 mm3611.880KgRp 18,173.85Rp 65,641,765.3412Baut + Mur dia. 12 mm1.000LsRp 6,000,000.00Rp 6,000,000.0013Base Plat Uk. T. 12 mm8.000BhRp 400,000.00Rp 3,200,000.0014Buldoggribe1.000LsRp 4,675,000.00Rp 4,675,000.0015Plat Buhul t. 10 mm1.000LsRp 5,000,000.00Rp 5,000,000.0016Plat Klem Kabel1.000LsRp 10,000,000.00Rp 10,000,000.0017Walfer Mur dia. 1 ''1.000LsRp 4,500,000.00Rp 4,500,000.00JumlahRp 631,304,681.50IVPEKERJAAN LAIN-LAIN1Pekerjaaan Pengecoran Plat Injak8.130mRp 1,489,959.29Rp 12,113,368.992Pekerjaan Pasangan Batu Kali 1 : 44.550mRp 506,275.00Rp 2,303,551.253Pekerjaan Tanah Urug Yang Dipadatkan11.250mRp 250,000.00Rp 2,812,500.004Pekerjaan Pasir Urug T. 10 cm3.200LsRp 350,000.00Rp 1,120,000.005Pengecatan Meni Dasar Seluruh Struktur Baja1.000LsRp 25,000,000.00Rp 25,000,000.006Pengecatan Seluruh Struktur Baja1.000LsRp 44,000,000.00Rp 44,000,000.007Pengecatan Beton Jembatan1.000LsRp 12,000,000.00Rp 12,000,000.008Pembersihan Akhir1.000LsRp 2,500,000.00Rp 2,500,000.009Dokumentasi1.000LsRp 1,500,000.00Rp 1,500,000.0010Pelapora-Pelaporan6.000BhRp 1,500,000.00Rp 9,000,000.00JumlahRp 112,349,420.24

ANALISADAFTAR ANALISA SATUAN HARGA PEKERJAANPekerjaan: RENCANA JEMBATAN GANTUNNGLokasi: Desa Bambasiam Kecamatan Palasa Kab. Parigi moutongTahun 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 40 x 60 (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 BesiMemasang 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 UPAHPekerjaan: RENCANA JEMBATAN GANTUNNGLokasi: Desa Bambasiam Kecamatan Palasa Kab. Parigi moutongTahun 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 / BelahM3125,000.001,200,000,000.009Batu 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/hari45,000.001,200,000,000.00CPERALATAN1Dump 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