anallisa daerah a ( wil slawi_pangkah_lebaksiu_dukuhwaru_talang_adiwerna )

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Daerah A Hal. 1 DINAS PEKERJAAN UMUM KABUPATEN TEGAL DAFTAR HARGA BAHAN KEGIATAN : PEKERJAAN : LOKASI : TAHUN ANGGARAN : NO U R A I A N SAT. HARGA SATUAN ( Rp ) # I. BAHAN DASAR 1 Abu Batu 207,000 2 Batu Bata 3 x 11 x 22 (20) Bh 750 3 Batu kali 111,400 4 Batu Blonos 101,429 5 Batu kenting uk. 20/30 cm Bh - 6 Batu pecah dg mesin (0,5-<1 cm) (Screening) 200,000 7 Batu pecah dg mesin (1-2cm) 200,000 8 Batu pecah dg mesin (2-3 cm) 195,000 9 Batu pecah dg mesin (3-5 cm) 200,000 10 Batu pecah dg tangan (2-3 cm) 175,000 11 Batu pecah dg tangan (3-5 cm) 130,000 12 Batu pecah dg tangan (5-7 cm) 128,500 13 Batu pecah dg mesin (2/3 cm) per kg Kg - 14 Filler Kg 1,600 15 Kerikil Sungai M3 40,000 16 Pasir 100,000 17 Pasir (Harga pasir per kg) Kg - 18 Pasir Urug 75,000 19 PC Semen Abu - abu ( 50 Kg ) Kg 1,340 20 PC Semen Warna ( 40 Kg ) Kg 1,875 21 Sirtu 72,000 22 Tanah Urug 70,000 - II. PENUTUP ATAP - 1 Asbes Gelombang (2,40x1,08)x6 mm (gelombang kecil) Lbr 38,100 2 Asbes Gelombang (2,10x1,08)x6 mm (gelombang kecil) Lbr 35,000 3 Asbes Gelombang (1,80x1,08)x6 mm (gelombang kecil) Lbr 28,100 4 Asbes Gelombang (2,40x0,8)x3,5 mm (gelombang kecil) Lbr 38,500 5 Asbes Gelombang (2,10x0,8)x3,5 mm (gelombang kecil) Lbr 35,650 6 Asbes Gelombang (1,80x0,8)x3,5 mm (gelombang kecil) Lbr 30,000 7 Bubungan Asbes gelombang besar m' 22,400 8 Bubungan Asbes gelombang kecil m' 16,480 11 Bubungan Genteng keramik "KIA" Bh 8,000 M 3 M 3 M 3 M 3 M 3 M 3 M 3 M 3 M 3 M 3 M 3 M 3 M 3 M 3

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Harga bahanDINAS PEKERJAAN UMUMKABUPATEN TEGALDAFTAR HARGA BAHANKEGIATAN:PEKERJAAN:LOKASI:TAHUN ANGGARAN:NOU R A I A NSAT.HARGA SATUANHARGA SATUANHASIL SURVEYHASIL SURVEYHASIL SURVEYHASIL SURVEYHASIL SURVEYHASIL SURVEYHASIL SURVEYHASIL SURVEYHASIL SURVEYHASIL SURVEYHASIL SURVEYHARGA( Rp )INDEX1234567891012RATA - RATA2013PD SUDIJAYA / BANJAR AYARPD SENDANG JAYA / SLAWITk. ABADI / DUKUHTURITB.SINAR LOGAM / MARGASARITB. HILAN SB /CANGKRINGTB. CIRANGGEM / LEBAKSIUTB. GT MAS / PGR BARANGTB. REMA/ KD. BANTENGTk. SEDERHANA / JATINEGARASONA LOGAM / BOJONGRIMBA RAYASURVEYI.BAHAN DASAR0.01Abu BatuM3$207,000$328,350$700,000$750,000$725,0002Batu Bata 3 x 11 x 22 (20)Bh$750$1,0000.03Batu kaliM3$111,400$251,020$290,000$550,000$420,0004Batu BlonosM3$101,429$137,500$260,000$450,000$355,000BatakoBh0.0$5,5000.05Batu kenting uk. 20/30 cmBh0.0$2,0900.06Batu pecah dg mesin (0,5-15th ?B.BIAYA PASTI PER JAM KERJA1.Nilai Sisa Alat= 10 % x BC121,000,000Rupiah2.Faktor Angsuran Modal =i x (1 + i)^A'D0.38629-(1 + i)^A' - 13.Biaya Pasti per Jam :a. Biaya Pengembalian Modal =( B' - C ) x DE140,222.95RupiahW'b. Asuransi =0.002x B'F887.33RupiahW'Biaya Pasti per Jam =( E + F )G141,110.28RupiahC.BIAYA OPERASI PER JAM KERJA1.Bahan Bakar = (0.125-0.175 Ltr/HP/Jam) x Pw x MsH124,381.13Rupiah2.Pelumas = (0.01-0.02 Ltr/HP/Jam) x Pw x MpI26,730.00Rupiah3.Perawatan dan(12,5 % - 17,5 %) x B'K55,458.33Rupiahperbaikan =W'4.Operator= ( 1 Orang / Jam ) x U1L7,857.14Rupiah5.Pembantu Operator= ( 1 Orang / Jam ) x U2M5,714.29RupiahBiaya Operasi per Jam =(H+I+K+L+M)P220,140.89RupiahD.TOTAL BIAYA SEWA ALAT / JAM = ( G + P )S361,251.00RupiahE.LAIN - LAIN1.Tingkat Suku Bungai20.00% / Tahun2.Upah Operator / SopirU17,857.14Rp./Jam3.Upah Pembantu Operator / Pmb.SopirU25,714.29Rp./Jam4.Bahan Bakar BensinMb4,950.00Liter5.Bahan Bakar Solar (industri)Ms11,056.10Liter6.Minyak PelumasMp29,700.00Liter7.PPN diperhitungkan pada lembar RekapitulasiBiaya Pekerjaan

anls alatDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 087SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATVIBRATOR ROLLER 3, 4 - 5 TonTENAGA7HPHARGARp.492,000,000.00CRF =0.2466878 hp13500095001282500000UMUR KERJA6 TH = 7.200 Jam30000285000000A.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x492,000,000.00x0.24668x1,200.00=91,024.922.Lain - lain1.00Asuransi 3 % / thn0.030x492,000,000.00x1,200.00=12,300.00Sewa Vibrator Roller 600 Kg------=SUB TOTAL=103,325B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x7x4,950.00=5,544.00Pelumas= Rp.0.006x7x29,700.00=1,247.40Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x103,324.92=61,994.95SUB TOTAL=68,786.35TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B103,324.92+68,786.35=172,111.27/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 221SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATFLAT BLAD TRUCK 4 TONETENAGA80HPHARGARp.576,700,000.00CRF =0.24668UMUR KERJA6 TH = 9.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x576,700,000.00x0.24668x1,500.00=85,356.212.Lain - lain1.00Asuransi 3 % / thn0.030x576,700,000.00x1,500.00=11,534.00SUB TOTAL=96,890.21B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x80x4,950.00=63,360.00Pelumas= Rp.0.006x80x29,700.00=14,256.00=Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x85,356.21=51,213.73SUB TOTAL=128,829.73TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B96,890.21+128,829.73=225,719.94/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 153SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATASPAL SPRAYER TOWED 350 LTENAGA15HPHARGARp.62,500,000.00CRF =0.24668UMUR KERJA6 TH = 4.500 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x62,500,000.00x0.24668x750.00=18,501.002.Lain - lain1.00Asuransi 3 % / thn0.030x62,500,000.00x750.00=2,500.00SUB TOTAL=21,001.00B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.16x15x4950=11,880.00Pelumas= Rp.0.006x7x29700=1,247.40Perbaikan & Spareparts (60 % x depresiasi)=0.600x18,501.00=11,100.60SUB TOTAL=24,228.00TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B21,001.00+24,228.00=45,229.00/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 341SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATWATER PUMP Q 5 CMTENAGA8HPHARGARp.5,835,000.00CRF =0.33271UMUR KERJA4 TH = 3.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x5,835,000.00x0.33271x750.00=2,329.642.Lain - lain1.00Asuransi 3 % / thn0.030x5,835,000.00x750.00=233.40SUB TOTAL=2,563.04B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x8x4,950.00=6,336.00Pelumas= Rp.0.006x8x29,700.00=1,425.60Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x2,329.64=1,397.78SUB TOTAL=9,159.38TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B2,563.04+9,159.38=11,722.42/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 157SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATASPHAL FINISHERTENAGA47HPHARGARp.270,000,000.00CRF =0.22260UMUR KERJA7 TH = 8.400 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x270,000,000.00x0.22260x1,200.00=45,076.502.Lain - lain1.00Asuransi 3 % / thn0.030x270,000,000.00x1,200.00=6,750.00SUB TOTAL=51,826.50B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x47x4,950.00=37,224.00Pelumas= Rp.0.006x47x29,700.00=8,375.40Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x45,076.50=27,045.90SUB TOTAL=72,645.30TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B51,826.50+72,645.30=124,471.80/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 182SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATWATER TANK TRUCKTENAGA115HPHARGARp.447,000,000.00CRF =0.24668UMUR KERJA6 TH = 9.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x447,000,000.00x0.24668x1,500.00=66,159.582.Lain - lain1.00Asuransi 3 % / thn0.030x447,000,000.00x1,500.00=8,940.00SUB TOTAL=75,099.58B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x115x4,950.00=91,080.00Pelumas= Rp.0.006x115x29,700.00=20,493.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x66,159.58=39,695.75SUB TOTAL=151,268.75TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B75,099.58+151,268.75=226,368.33/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 081SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATTANDEM ROLLER 6 - 10 TONTENAGA40HPHARGARp.457,500,000.00CRF =0.18062UMUR KERJA10 TAHUN = 15.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x457,500,000.00x0.18062x1,500.00=49,580.192.Lain - lain1.00Asuransi 3 % / thn0.030x457,500,000.00x1500=9,150.00SUB TOTAL=58,730.19B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x40x4,950.00=31,680.00Pelumas= Rp.0.006x40x29,700.00=7,128.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x49,580.19=29,748.11SUB TOTAL=68,556.11TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B58,730.19+68,556.11=127,286.30/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 084SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATPNEUMATIC ROLLER 8-15 TONTENAGA95HPHARGARp.761,243,181.82CRF =0.18062UMUR KERJA10 TAHUN = 15.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x761,243,181.82x0.18062x1,500.00=82,497.452.Lain - lain1.00Asuransi 3 % / thn0.030x761,243,181.82x1,500.00=15,224.86SUB TOTAL=97,722.31B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.158x95x4,950.00=74,299.50Pelumas= Rp.0.006x95x29,700.00=16,929.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x82,497.45=49,498.47SUB TOTAL=140,726.97TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B97,722.31+140,726.97=238,449.28/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 301SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATCOMPRESORE AIR 150 M3TENAGA20HPHARGARp.75,000,000.00CRF =0.20483UMUR KERJA8 TAHUN = 6.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x75,000,000.00x0.20483x750.00=18,434.702.Lain - lain1.00Asuransi 3 % / thn0.030x75,000,000.00x750.00=3,000.00SUB TOTAL=21,434.70B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x20x4,950.00=15,840.00Pelumas= Rp.0.006x20x29,700.00=3,564.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x18,434.70=11,060.82SUB TOTAL=30,464.82TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B21,434.70+30,464.82=51,899.52/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 080SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATROLLER 3 WHEELED 8 - 10 TONTENAGA51HPSEWARp.42,850.00CRF =0.18062UMUR KERJA10 TAHUN = 15.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x0.00x0.18062x1,500.00=0.002.Lain - lain1.00Asuransi 3 % / thn0.030x0.00x1,500.00=0.00Sewa Roller 3 Whelled 6 - 10 Ton------=42,850.00SUB TOTAL=42,850.00B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x51x4,950.00=40,392.00Pelumas= Rp.0.006x51x29,700.00=9,088.20Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x0.00=0.00SUB TOTAL=49,480.20TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B42,850.00+49,480.20=92,330.20/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BAIAYA PEKERJAANE. 052SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATLOADER WHEELEDTENAGA115HPHARGARp.430,000,000.00CRF =0.20483UMUR KERJA8 TAHUN = 12.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x430,000,000.00x0.20483x1,500.00=52,846.142.Lain - lain1.00Asuransi 3 % / thn0.030x430,000,000.00x1,500.00=8,600.00SUB TOTAL=61,446.14B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Diesel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x115x4,950.00=91,080.00Pelumas= Rp.0.006x115x29,700.00=20,493.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x52,846.14=31,707.68SUB TOTAL=143,280.68TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B61,446.14+143,280.68=204,726.82/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 155SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATASPHALT MIXING PLANT 30 T/HTENAGA125HPHARGARp.2,000,000,000.00CRF =0.18062UMUR KERJA10 TAHUN = 12.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x2,000,000,000.00x0.18062x1,200.00=270,930.002.Lain - lain1.00Asuransi 3 % / thn0.030x2,000,000,000.00x1,200.00=50,000.00SUB TOTAL=320,930.00B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Diesel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.11,056.10/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x125x11,056.10=221,122.00Pelumas= Rp.0.006x125x29,700.00=22,275.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x270,930.00=162,558.00SUB TOTAL=405,955.00TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B320,930.00+405,955.00=726,885.00/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 212SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATDUMP TRUCK 5 TONTENAGA145HPHARGARp.350,000,000.00CRF =0.24668UMUR KERJA6 TAHUN = 9.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x350,000,000.00x0.24668x1,500.00=51,802.802.Lain - lain1.00Asuransi 3 % / thn0.030x350,000,000.00x1,500.00=7,000.00SUB TOTAL=58,802.80B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Diesel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jam=Harga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x145x4,950.00=114,840.00Pelumas= Rp.0.006x145x29,700.00=25,839.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x51,802.80=31,081.68SUB TOTAL=171,760.68TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B58,802.80+171,760.68=230,563.48/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 020SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATEXCAVATORTENAGA90HPHARGARp.1,210,000,000.00CRF =0.20483UMUR KERJA8 TAHUN = 12.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x1,210,000,000.00x0.20483x1,200.00=185,883.232.Lain - lain1.00Asuransi 3 % / thn0.030x1,210,000,000.00x1,200.00=30,250.00SUB TOTAL=216,133.23B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Diesel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x100x4,950.00=79,200.00Pelumas= Rp.0.006x100x29,700.00=17,820.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x185,883.23=111,529.94SUB TOTAL=208,549.94TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B216,133.23+208,549.94=424,683.17/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 010SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATMOTOR GRADERTENAGA115HPHARGARp.1,085,000,000.00CRF =0.20483UMUR KERJA8 TAHUN = 12.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x1,085,000,000.00x0.20483x1,200.00=166,680.412.Lain - lain1.00Asuransi 3 % / thn0.030x1,085,000,000.00x1,200.00=27,125.00SUB TOTAL=193,805.41B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Diesel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x100x4,950.00=79,200.00Pelumas= Rp.0.006x100x29,700.00=17,820.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x166,680.41=100,008.25SUB TOTAL=197,028.25TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B193,805.41+197,028.25=390,833.66/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 001SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATBULLDOZERTENAGA100HPHARGARp.822,250,000.00CRF =0.20483UMUR KERJA8 TAHUN = 9.600 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x822,250,000.00x0.20483x1,200.00=126,316.102.Lain - lain1.00Asuransi 3 % / thn0.030x822,250,000.00x1,200.00=20,556.25SUB TOTAL=146,872.35B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Diesel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x100x4,950.00=79,200.00Pelumas= Rp.0.006x100x29,700.00=17,820.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x126,316.10=75,789.66SUB TOTAL=172,809.66TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B146,872.35+172,809.66=319,682.01/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 031SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATCRUSHER 30 TON/HTENAGA140HPHARGARp.1,699,731,000.00CRF =0.18062UMUR KERJA10 TAHUN = 15.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x1,699,731,000.00x0.18062x1,500.00=184,203.252.Lain - lain1.00Asuransi 3 % / thn0.030x1,699,731,000.00x1,500.00=33,994.62SUB TOTAL=218,197.87B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Diesel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.11,056.10/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x140x11,056.10=247,656.64Pelumas= Rp.0.006x140x29,700.00=24,948.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x184,203.25=110,521.95SUB TOTAL=383,126.59TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B218,197.87+383,126.59=601,324.46/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 154SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATSPRAYER SELFROP 400 LTENAGA6HPHARGARp.36,000,000.00CRF =0.24668UMUR KERJA6 TH = 4.500 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x36,000,000.00x0.24668x750.00=10,656.582.Lain - lain1.00Asuransi 3 % / thn0.030x36,000,000.00x750.00=1,440.00SUB TOTAL=12,096.58B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x6x4,950.00=4,752.00Pelumas= Rp.0.006x6x29,700.00=1,069.20Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x10,656.58=6,393.95SUB TOTAL=12,215.15TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B12,096.58+12,215.15=24,311.73/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 089SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATCONCRETE VIBRATORTENAGA4HPHARGARp.4,000,000.00CRF =0.28085UMUR KERJA5 TH = 3.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x4,000,000.00x0.28085x600.00=1,685.102.Lain - lain1.00Asuransi 3 % / thn0.030x4,000,000.00x600.00=200.00SUB TOTAL=1,885.10B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x4x4,950.00=3,168.00Pelumas= Rp.0.006x4x29,700.00=712.80Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x1,685.10=1,011.06SUB TOTAL=4,891.86TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B1,885.10+4,891.86=6,776.96/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 251SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATCONCRETE MIXER 0,125 M3TENAGA6HPHARGARp.6,000,000.00CRF =0.33271UMUR KERJA4 TH = 6.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x6,000,000.00x0.33271x1,500.00=1,197.762.Lain - lain1.00Asuransi 3 % / thn0.030x6,000,000.00x1,500.00=120.00SUB TOTAL=1,317.76B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x6x4,950.00=4,752.00Pelumas= Rp.0.006x6x29,700.00=1,069.20Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x1,197.76=718.66SUB TOTAL=6,539.86TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B1,317.76+6,539.86=7,857.62/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 088SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATPLAT VIBRATOR TAMPERTENAGA4HPHARGARp.7,500,000.00CRF =0.24668UMUR KERJA6 TH = 4.500 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x7,500,000.00x0.24668x750.00=2,220.122.Lain - lain1.00Asuransi 3 % / thn0.030x7,500,000.00x750.00=300.00SUB TOTAL=2,520.12B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x4x4,950.00=3,168.00Pelumas= Rp.0.006x4x29,700.00=712.80Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x2,220.12=1,332.07SUB TOTAL=5,212.87TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B2,520.12+5,212.87=7,732.99/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 153 aSUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATASPAL SPRAYER TOWED 1000 LTENAGA25HPHARGARp.120,000,000.00CRF =0.24668UMUR KERJA6 TH = 7,200 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x120,000,000.00x0.24668x1,200.00=22,201.202.Lain - lain1.00Despresiasi0.030x120,000,000.00x1,200.00=3,000.00SUB TOTAL=25,201.20B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar / minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.16x25x4,950.00=19,800.00Pelumas= Rp.0.006x25x29,700.00=4,455.00Perbaikan & Spareparts (60 % x depresiasi)=0.600x22,201.20=13,320.72SUB TOTAL=37,575.72TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B25,201.20+37,575.72=62,776.92/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 301 aSUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATCOMPRESORE AIR 210 M3TENAGA35HPHARGARp.75,000,000.00CRF =0.20483UMUR KERJA8 TAHUN = 6.000 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x75,000,000.00x0.20483x750.00=18,434.702.Lain - lain1.00Despresiasi0.030x75,000,000.00x750.00=3,000.00SUB TOTAL=21,434.70B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x35x4,950.00=27,720.00Pelumas= Rp.0.006x35x29,700.00=6,237.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x18,434.70=11,060.82SUB TOTAL=45,017.82TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B21,434.70+45,017.82=66,452.52/ JamDIREKTORAT JENDRAL BINA MARGABIAYA ALAT UNTUK PERHITUNGANKODEDIREKTORAT BINA PROGRAM JALANANALISA BIAYA PEKERJAANE. 253SUB.DIT PERENC. JALAN LOKAL & KABPROPINSI :KODEKABUPATEN :KODE :DISIAPKAN :TANGGAL :JAWA TENGAH(33)TEGAL(28)BINA PROGRAMJanuari 2012JENIS ALATCONCRETE MIXER 0,50 M3TENAGA20HPHARGARp.64,515,000.00CRF =0.33271UMUR KERJA5 TH = 7.500 JamA.BIAYA PEMILIKAN ( OWNERSHIP COSTS )( Rp. / Jam )1.001.Despresiasi90 %0.90x64,515,000.00x0.33271x1,500.00=12,878.872.Lain - lain1.00Despresiasi0.030x64,515,000.00x1,500.00=1,290.30SUB TOTAL=14,169.17B.BIAYA OPERASI (OPERATION COST )( Rp. / Jam )Kebutuhan bahan bakar & pelumas tiap HP :Disel0.160liter / HP / jamBensin0.170liter / HP / jamPelumas0.006liter / HP / jamHarga : Solar/minyak Diesel= Rp.4,950.00/literBensin= Rp.4,950.00/literPelumas= Rp.29,700.00/literBahan bakar= Rp.0.160x20x4,950.00=15,840.00Pelumas= Rp.0.006x20x29,700.00=3,564.00Perbaikan & Spareparts (60 % x depresiasi)= Rp.0.600x12,878.87=7,727.32SUB TOTAL=27,131.32TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + B14,169.17+27,131.32=41,300.49/ Jam

anls SNIDAFTAR ANALISA PEKERJAAND A F T A R A N A L I S A P E K E R J A A NKEGIATAN:PEKERJAAN:LOKASI:TAHUN ANGGARAN:HARGA BAHANJUMLAHNo.SNIKODEKOEFSAT.URAIAN PAKERJAAN/ UPAHHARGARpRpI03-2835-2002PEKERJAAN PERSIAPANA.6.21.000m'Pagar Sementara dari Seng Gelombang Tinggi 2,00 m540,928.656.2.1Bahan511,528.651.250BtgKayu Dolken diameter 8 - 10 / 400 cm18,025.0022,531.252.500KgPortland Semen1,340.003,350.001.200LbrSeng Gelombang 3" - 5"25,000.0030,000.000.005m3Pasir100,000.00500.000.009m3Koral Beton195,000.001,755.000.072m3Kayu 5/7X4m Kayu Kruing6,126,700.00441,122.400.060KgPaku Biasa 2" - 5"20,750.001,245.000.450KgMeni Besi24,500.0011,025.006.2.2Tenaga29,400.000.200OHTukang Kayu50,000.0010,000.000.400OHPekerja42,500.0017,000.000.020OHKepala Tukang60,000.001,200.000.020OHMandor60,000.001,200.00A.6.4$1m'Pengukuran dan Pemasangan Bouwplank136,585.406.4.1Bahan126,435.400.012m3Kayu 5/7x 4m Kayu Kruing6,126,700.0073,520.400.020KgPaku Biasa 2" - 5"20,750.00415.000.007m3Kayu Papan 3/20 Kruing7,500,000.0052,500.006.4.2Tenaga10,150.000.100OHTukang Kayu50,000.005,000.000.100OHPekerja42,500.004,250.000.010OHKepala Tukang60,000.00600.000.005OHMandor60,000.00300.006.51.000m2Pembuatan Kantor Sementara dg Lantai Plesteran540,961.666.5.1Bahan398,961.661.250BtgKayu Dolken 8 - 10 / 4 m18,025.0022,531.250.180m3Kayu1,198,849.50215,792.910.850KgPaku Biasa 2" - 5"20,750.0017,637.501.100KgBesi Strip11,000.0012,100.0035.000KgPortland Sement1,340.0046,900.000.150m3Pasir100,000.0015,000.000.100m3Pasir110,000.0011,000.000.150m3Koral Beton195,000.0029,250.0030.000buahBatu bata Merah270.008,100.000.250LbrSeng Plat17,000.004,250.002.000buahJendela Naco2,750.005,500.000.080m2Kaca Polos35,000.002,800.000.150buahKunci Tanam25,000.003,750.000.300buahEngsel1,500.00450.000.060LbrPlywood 4 mm65,000.003,900.006.5.2Tenaga142,000.002.000OHTukang Kayu30,000.0060,000.001.000OHTukang Batu30,000.0030,000.002.000OHPekerja20,000.0040,000.000.300OHKepala Tukang35,000.0010,500.000.050OHMandor30,000.001,500.006.61.000m2Pembuatan Gudang Semen dan Alat-alat810,860.006.6.1Bahan722,360.001.700BtgKayu Dolken diameter 8 - 10 / 400 cm13,000.0022,100.000.210m3Kayu2,900,000.00609,000.000.300KgPaku Biasa 2" - 5"9,000.002,700.0010.500KgPortland Semen820.008,610.000.030m3Pasir90,000.002,700.000.050m3Koral Beton195,000.009,750.001.500LbrSeng Gelombang BJLS 3245,000.0067,500.006.6.2Tenaga88,500.002.000OHTukang Kayu30,000.0060,000.001.000OHPekerja20,000.0020,000.000.200OHKepala Tukang35,000.007,000.000.050OHMandor30,000.001,500.00A.6.8$1m2Membersihkan Lapangan dan Perataan7,250.006.8.2Tenaga7,250.000.100OHPekerja42,500.004,250.000.050OHMandor60,000.003,000.00A.6.11$1m2Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm41,423.006.11.1Bahan22,100.001.000BtgBambu diameter 6 - 8 / 600 cm11,400.0011,400.000.250KgTali Ijuk42,800.0010,700.006.11.2Tenaga19,323.000.170OHTukang Kayu50,000.008,500.000.250OHPekerja42,500.0010,625.000.002OHKepala Tukang60,000.00120.000.001OHMandor60,000.0078.00A.6.13$1m3Bongkaran Beton Bertulang303,327.506.13.2Tenaga303,327.506.667OHPekerja42,500.00283,347.500.333OHMandor60,000.0019,980.00A.6.14$1m3Bongkaran Dinding Tembok Bata Merah285,327.506.14.2Tenaga285,327.506.667OHPekerja42,500.00283,347.500.033OHMandor60,000.001,980.00IIDT 91-0006PEKERJAAN TANAH2007B.6.1$1m3Galian Tanah Biasa Sedalam 1 m33,375.006.1.2Tenaga33,375.000.750OHPekerja42,500.0031,875.000.025OHMandor60,000.001,500.00B.6.4$1m3Galian Tanah Keras Sedalam 1 m44,420.006.4.2Tenaga44,420.001.000OHPekerja42,500.0042,500.000.032OHMandor60,000.001,920.00B.6.5$1m3Galian Tanah Cadas Sedalam 1 m67,350.006.5.2Tenaga67,350.001.500OHPekerja42,500.0063,750.000.060OHMandor60,000.003,600.00B.6.6$1m3Galian Tanah Lumpur Sedalam 1 m53,700.006.6.2Tenaga53,700.001.200OHPekerja42,500.0051,000.000.045OHMandor60,000.002,700.00B.6.7$1m2Pekerjaan Striping Tebing Setinggi 1 m2,425.006.7.2Tenaga2,425.000.050OHPekerja42,500.002,125.000.005OHMandor60,000.00300.00B.6.8$1m3MembuangTanah sejauh 30 m'14,625.006.8.2Tenaga14,625.000.330OHPekerja42,500.0014,025.000.010OHMandor60,000.00600.00B.6.9$1m3Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian)11,265.00Tenaga11,265.000.250OHMembuangTanah sejauh 30 m'42,500.0010,625.000.011OHTenaga60,000.00640.00B.6.10$1m3Pemadatan Tanah (per 20 cm)24,250.006.10.2Tenaga24,250.000.500OHPekerja42,500.0021,250.000.050OHMandor60,000.003,000.00B.6.11$1m3Urugan Pasir103,350.006.11.1Bahan90,000.001.200m3Pasir Urug75,000.0090,000.006.11.2Tenaga13,350.000.300OHPekerja42,500.0012,750.000.010OHMandor60,000.00600.00B.6.12$1m3Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL0.06.12.1Bahan0.00.400m3Pasir100,000.0040,000.000.135m3Kapur Padam0.00.00.948m3Tanah Liat0.00.06.12.2Tenaga61,200.000.800OHPekerja42,500.0034,000.000.400OHTukang Batu50,000.0020,000.000.040OHKepala Tukang60,000.002,400.000.080OHMandor60,000.004,800.00B.6.14$1m2Pemasangan Lapisan Ijuk tebal 10 cm264,075.006.14.1Bahan42,800.00256,800.006.000kgIjuk42,800.00256,800.006.14.2Tenaga7,275.000.150OHPekerja42,500.006,375.000.015OHMandor60,000.00900.00B.6.15$1m3Urugan Sirtu98,525.006.15.1Bahan86,400.001.200m3Sirtu72,000.0086,400.006.15.2Tenaga12,125.000.250OHPekerja42,500.0010,625.000.025OHMandor60,000.001,500.00IIIDT 91-0007PEKERJAAN PONDASI2007C.6.1$1m3Pasang Pondasi Batu Kali 1Pc : 3 Psr563,110.006.1.1Bahan452,860.001.200m3Batu Kali111,400.00133,680.00202.000KgPortland Sement1,340.00270,680.000.485m3Pasir100,000.0048,500.006.1.2Tenaga110,250.001.500OHPekerja42,500.0063,750.000.750OHTukang Batu50,000.0037,500.000.075OHKepala Tukang60,000.004,500.000.075OHMandor60,000.004,500.00C.6.2$1m3Pasang Pondasi Batu Kali 1Pc : 4 Psr514,350.006.1.1Bahan404,100.001.200m3Batu Kali111,400.00133,680.00163.000KgPortland Sement1,340.00218,420.000.520m3Pasir100,000.0052,000.006.1.2Tenaga110,250.001.500OHPekerja42,500.0063,750.000.750OHTukang Batu50,000.0037,500.000.075OHKepala Tukang60,000.004,500.000.075OHMandor60,000.004,500.00C.6.2.a$1m3Pasang batu kali, 1 Pc : 4 Ps (Batu Kali 60%,blonos 40%)501,163.714Bahan399,313.714C.5.10.480m3Batu Blonos101,428.5748,685.7140.720m3Batu Kali111,400.0080,208.000163.000KgPortland Sement1,340.00218,420.0000.520m3Pasir100,000.0052,000.000C.5.2Tenaga101,850.0001.500OHPekerja42,500.0063,750.0000.600OHTukang Batu50,000.0030,000.0000.060OHKepala Tukang60,000.003,600.0000.075OHMandor60,000.004,500.000C.6.3$1m3Pasang Pondasi Batu Kali 1Pc : 5 Psr480,570.006.3.1Bahan370,320.001.200m3Batu Kali111,400.00133,680.00136.000KgPortland Sement1,340.00182,240.000.544m3Pasir100,000.0054,400.006.3.2Tenaga110,250.001.500OHPekerja42,500.0063,750.000.750OHTukang Batu50,000.0037,500.000.075OHKepala Tukang60,000.004,500.000.075OHMandor60,000.004,500.00C.6.4$1m3Pasang Pondasi Batu Kali 1Pc : 6 Psr456,810.006.3.1Bahan346,560.001.200m3Batu Kali111,400.00133,680.00117.000KgPortland Sement1,340.00156,780.000.561m3Pasir100,000.0056,100.006.3.2Tenaga110,250.001.500OHPekerja42,500.0063,750.000.750OHTukang Batu50,000.0037,500.000.075OHKepala Tukang60,000.004,500.000.075OHMandor60,000.004,500.00C.6.7$1m3Pasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 Psr366,470.006.7.1Bahan264,620.001.200m3Batu Kali111,400.00133,680.0061.000kgPortland Sement1,340.0081,740.000.147m3Kapur Pasang0.00.00.492m3Pasir100,000.0049,200.006.7.2Tenaga101,850.00.1.500OHPekerja42,500.0063,750.000.600OHTukang Batu50,000.0030,000.000.060OHKepala Tukang60,000.003,600.000.075OHMandor60,000.004,500.00C.6.9$1m3Pasang Pondasi Batu Kosong211,444.296.9.1Bahan154,114.291.200m3Batu blonos101,428.57121,714.290.432m3Pasir Urug75,000.0032,400.006.9.2Tenaga57,330.00.0.780OHPekerja42,500.0033,150.000.390OHTukang Batu50,000.0019,500.000.039OHKepala Tukang60,000.002,340.000.039OHMandor60,000.002,340.00C.6.10$1m3Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR & 40% Batu Kali1,959,792.006.10.1Bahan1,775,692.000.480m3Batu Kali cm111,400.0053,472.00126.000KgBesi Beton10,100.001,272,600.00194.000KgPortland Semen1,340.00259,960.000.312m3Pasir Beton200,000.0062,400.000.468m3Koral Beton195,000.0091,260.001.800KgKawat Beton20,000.0036,000.006.10.2Tenaga184,100.003.000OHPekerja42,500.00127,500.000.850OHTukang Batu50,000.0042,500.000.085OHKepala Tukang60,000.005,100.000.150OHMandor60,000.009,000.00C.6.11$1m3Pasang Pondasi Sumuran diameter 100 cm555,300.006.11.1Bahan432,550.000.450m3Batu Kali cm111,400.0050,130.00194.000KgPortland Semen1,340.00259,960.000.312m3Pasir100,000.0031,200.000.468m3Koral Beton195,000.0091,260.006.11.2Tenaga122,750.002.380OHPekerja42,500.00101,150.000.300OHTukang Batu50,000.0015,000.000.030OHKepala Tukang60,000.001,800.000.080OHMandor60,000.004,800.00IVDT 91-0009P E K E R J A A N D I N D I N G2007D.6.2$1m2Pasang Batu Merah Tebal 1 bata, 1 Pc : 3 Psr196,753.006.7.1Bahan158,253.00140.000BuahBata Merah 5 x 11 x 22750.00105,000.0032.950KgPortland Semen1,340.0044,153.000.091m3Pasir100,000.009,100.006.7.2Tenaga38,500.000.600OHPekerja42,500.0025,500.000.200OHTukang Batu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.030OHMandor60,000.001,800.00D.6.3$1m2Pasang Batu Merah Tebal 1 bata, 1 Pc : 4 Psr188,377.006.7.1Bahan149,877.00140.000BuahBata Merah 5 x 11 x 22750.00105,000.0026.550KgPortland Semen1,340.0035,577.000.093m3Pasir100,000.009,300.006.7.2Tenaga38,500.000.600OHPekerja42,500.0025,500.000.200OHTukang Batu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.030OHMandor60,000.001,800.00D.6.4$1m2Pasang Batu Merah Tebal 1 bata, 1 Pc : 5 Psr183,448.006.7.1Bahan144,948.00140.000BuahBata Merah 5 x 11 x 22750.00105,000.0022.200KgPortland Semen1,340.0029,748.000.102m3Pasir100,000.0010,200.006.7.2Tenaga38,500.000.600OHPekerja42,500.0025,500.000.200OHTukang Batu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.030OHMandor60,000.001,800.00D.6.5$1m2Pasang Batu Merah Tebal 1 bata, 1 Pc : 6 Psr180,490.006.7.1Bahan141,990.00140.000BuahBata Merah 5 x 11 x 22750.00105,000.0018.500KgPortland Semen1,340.0024,790.000.122m3Pasir100,000.0012,200.006.7.2Tenaga38,500.000.600OHPekerja42,500.0025,500.000.200OHTukang Batu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.030OHMandor60,000.001,800.00D.6.6$1m2Pasang Batu Merah Tebal 1 bata, 1 Pc : 3Kp : 10 Psr166,257.206.7.1Bahan127,757.20140.000BuahBata Merah 5 x 11 x 22750.00105,000.0010.080KgPortland Semen1,340.0013,507.200.0925m3Pasir100,000.009,250.006.7.2Tenaga38,500.000.600OHPekerja42,500.0025,500.000.200OHTukang Batu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.030OHMandor60,000.001,800.00D.6.7$1m2Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 2 Psr100,943.006.7.1Bahan81,693.0070.000BuahBata Merah 5 x 11 x 22750.0052,500.0018.950KgPortland Semen1,340.0025,393.000.038m3Pasir100,000.003,800.006.7.2Tenaga19,250.000.300OHPekerja42,500.0012,750.000.100OHTukang Batu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.015OHMandor60,000.00900.00D.6.8$1m2Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 3 Psr95,005.806.8.1Bahan75,755.8070.000BuahBata Merah 5 x 11 x 22750.0052,500.0014.370KgPortland Semen1,340.0019,255.800.040m3Pasir100,000.004,000.006.8.2Tenaga19,250.000.300OHPekerja42,500.0012,750.000.100OHTukang Batu50,000.005,000.000.0110.010OHKepala Tukang60,000.00600.0090.90909090910.015OHMandor60,000.00900.00D.6.9$1m2Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 4 Psr91,460.006.8.1Bahan72,210.0070.000BuahBata Merah 5 x 11 x 22750.0052,500.0011.500KgPortland Semen1,340.0015,410.000.043m3Pasir100,000.004,300.006.8.2Tenaga19,250.000.300OHPekerja42,500.0012,750.000.100OHTukang Batu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.015OHMandor60,000.00900.00D.6.10$1m2Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 5 Psr89,221.206.8.1Bahan69,971.2070.000BuahBata Merah 5 x 11 x 22750.0052,500.009.680KgPortland Semen1,340.0012,971.200.045m3Pasir100,000.004,500.006.8.2Tenaga19,250.000.300OHPekerja42,500.0012,750.000.100OHTukang Batu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.015OHMandor60,000.00900.00D.6.11$1m2Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 6 Psr87,798.806.8.1Bahan68,548.8070.000BuahBata Merah 5 x 11 x 22750.0052,500.008.320KgPortland Semen1,340.0011,148.800.049m3Pasir100,000.004,900.006.8.2Tenaga19,250.000.300OHPekerja42,500.0012,750.000.100OHTukang Batu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.015OHMandor60,000.00900.00D.6.13$1m2Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 3 Kp : 10 Psr82,780.006.13.1Bahan63,530.0070.000BuahBata Merah 5 x 11 x 22750.0052,500.004.500KgPortland Semen1,340.006,030.000.050m3Pasir100,000.005,000.000.015m3Kapur Padam0.00.06.13.2Tenaga19,250.000.300OHPekerja42,500.0012,750.000.100OHTukang Batu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.015OHMandor60,000.00900.00VDT 91-0010PEKERJAAN P L E S T E R A N2007E.6.1$1m2Plesteran 1 Pc : 1 Psr Tebal 15 mm39,875.366.3.1Bahan22,375.3615.504KgPortland Semen1,340.0020,775.360.016m3Pasir100,000.001,600.006.3.2Tenaga17,500.000.200OHPekerja42,500.008,500.000.150OHTukang batu50,000.007,500.000.015OHKepala Tukang60,000.00900.000.010OHMandor60,000.00600.00E.6.2$1m2Plesteran 1 Pc : 2 Psr Tebal 15 mm33,200.166.3.1Bahan15,700.1610.224KgPortland Semen1,340.0013,700.160.020m3Pasir100,000.002,000.006.3.2Tenaga17,500.000.200OHPekerja42,500.008,500.000.150OHTukang batu50,000.007,500.000.015OHKepala Tukang60,000.00900.000.010OHMandor60,000.00600.00E.6.3$1m2Plesteran 1 Pc : 3 Psr Tebal 15 mm30,219.846.3.1Bahan12,719.847.776KgPortland Semen1,340.0010,419.840.023m3Pasir100,000.002,300.006.3.2Tenaga17,500.000.200OHPekerja42,500.008,500.000.150OHTukang batu50,000.007,500.000.015OHKepala Tukang60,000.00900.000.010OHMandor60,000.00600.00E.6.4$1m2Plesteran 1 Pc : 4 Psr Tebal 15 mm28,261.606.3.1Bahan10,761.606.240KgPortland Semen1,340.008,361.600.024m3Pasir100,000.002,400.006.3.2Tenaga17,500.000.200OHPekerja42,500.008,500.000.150OHTukang batu50,000.007,500.000.015OHKepala Tukang60,000.00900.000.010OHMandor60,000.00600.00E.6.5$1m2Plesteran 1 Pc : 5 Psr Tebal 15 mm27,046.566.3.1Bahan9,546.565.184KgPortland Semen1,340.006,946.560.026m3Pasir100,000.002,600.006.3.2Tenaga17,500.000.200OHPekerja42,500.008,500.000.150OHTukang batu50,000.007,500.000.015OHKepala Tukang60,000.00900.000.010OHMandor60,000.00600.00E.6.6$1m2Plesteran 1 Pc : 6 Psr Tebal 15 mm26,117.446.3.1Bahan8,617.444.416KgPortland Semen1,340.005,917.440.027m3Pasir100,000.002,700.006.3.2Tenaga17,500.000.200OHPekerja42,500.008,500.000.150OHTukang batu50,000.007,500.000.015OHKepala Tukang60,000.00900.000.010OHMandor60,000.00600.00E.6.10$1m2Plesteran 1 Pc : 2 Kp : 8 Psr Tebal 15 mm22,750.006.10.1Bahan6,020.003.000KgPortland Semen1,340.004,020.000.005m3Kapur Padam0.00.00.020m3Pasir100,000.002,000.006.10.2Tenaga16,730.000.220OHPekerja42,500.009,350.000.120OHTukang batu50,000.006,000.000.012OHKepala Tukang60,000.00720.000.011OHMandor60,000.00660.00E.6.14$1m2Plesteran 1Pc : 3Psr Tebal 20 mm40,023.126.14.1Bahan16,993.1210.368KgPortland Semen1,340.0013,893.120.031m3Pasir100,000.003,100.006.14.2Tenaga23,030.000.260OHPekerja42,500.0011,050.000.200OHTukang batu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.013OHMandor60,000.00780.00E.6.17$1m2Plesteran 1Pc : 6Psr Tebal 20 mm34,519.926.14.1Bahan11,489.925.888KgPortland Semen1,340.007,889.920.036m3Pasir100,000.003,600.006.14.2Tenaga23,030.000.260OHPekerja42,500.0011,050.000.200OHTukang batu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.013OHMandor60,000.00780.00E.6.19$1m2Berapen 1 Pc : 5Psr Tebal 15 mm20,321.566.19.1Bahan9,546.565.184KgPortland Semen1,340.006,946.560.026m3Pasir100,000.002,600.006.19.2Tenaga10,775.000.150OHPekerja42,500.006,375.000.070OHTukang batu50,000.003,500.000.007OHKepala Tukang60,000.00420.000.008OHMandor60,000.00480.00E.6.20$1m'Plesteran Skoning 1 Pc : 2Psr, lebar 10 mm25,852.506.20.1Bahan1,970.000.500KgPortland Semen1,340.00670.000.013m3Pasir100,000.001,300.006.20.2Tenaga23,882.500.057OHPekerja42,500.002,422.500.380OHTukang batu50,000.0019,000.000.038OHKepala Tukang60,000.002,280.000.003OHMandor60,000.00180.00E.6.23$1m2Plesteran Ciprat 1 Pc : 2 Psr23,393.806.23.1Bahan6,388.804.320KgPortland Semen1,340.005,788.800.006m3Pasir100,000.00600.006.23.2Tenaga17,005.000.250OHPekerja42,500.0010,625.006.2910.100OHTukang batu50,000.005,000.006.29.10.010OHKepala Tukang60,000.00600.009.30.013OHMandor60,000.00780.000.018E.6.26$1m2Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Psr31,185.606.29.26.26.1Bahan9,695.600.266.340KgPortland Semen1,340.008,495.600.20.012m3Pasir100,000.001,200.000.020.0136.26.2Tenaga21,490.000.300OHPekerja42,500.0012,750.000.140OHTukang batu50,000.007,000.000.014OHKepala Tukang60,000.00840.000.015OHMandor60,000.00900.00E.6.27$1m2Acian16,810.006.27.1Bahan4,355.003.250KgPortland Semen1,340.004,355.006.27.2Tenaga12,455.000.150OHPekerja42,500.006,375.000.100OHTukang batu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.008OHMandor60,000.00480.00VIDT 91-0011PEKERJAAN K A Y U2007F.6.1$1m3Membuat Kosen Pintu & Jendela Kayu klas I9,144,337.506.1.2Bahan7,751,337.501.100m3Kayu Klas I (Jati R) , Balok7,000,000.007,700,000.001.250kgPaku Biasa 2" - 5 "20,750.0025,937.501.000kgLem Kayu25,400.0025,400.006.1.2Tenaga1,393,000.006.000OHPekerja42,500.00255,000.0020.000OHTukang Kayu50,000.001,000,000.002.000OHKepala Tukang60,000.00120,000.000.300OHMandor60,000.0018,000.00F.6.21.000m3Membuat Kosen Pintu & Jendela Kayu klas II atau III13,911,337.506.2.1Bahan12,291,337.501.200m3Kayu Klas II (bengkir) , Balok10,200,000.0012,240,000.001.250kgPaku Biasa 2" - 5 "20,750.0025,937.501.000kgLem Kayu25,400.0025,400.006.2.2Tenaga1,620,000.006.000OHPekerja50,000.00300,000.0020.000OHTukang Kayu60,000.001,200,000.002.000OHKepala Tukang60,000.00120,000.000.300OHMandor0.00.0F.6.2a$1m3Membuat Kosen Pintu & Jendela Kayu klas II (Bengkir)13,684,337.506.2.1Bahan12,291,337.501.200m3Kayu Klas II (bengkir) , Balok10,200,000.0012,240,000.001.250kgPaku Biasa 2" - 5 "20,750.0025,937.501.000kgLem Kayu25,400.0025,400.006.2.2Tenaga1,393,000.006.000OHPekerja42,500.00255,000.0020.000OHTukang Kayu50,000.001,000,000.002.000OHKepala Tukang60,000.00120,000.000.300OHMandor60,000.0018,000.00F.6.2b$1m3Membuat Kosen Pintu & Jendela Kayu klas III (Kruing)9,531,497.506.2.1Bahan8,138,497.501.200m3Kayu Klas III (Kruing) , Balok6,739,300.008,087,160.001.250kgPaku Biasa 2" - 5 "20,750.0025,937.501.000kgLem Kayu25,400.0025,400.006.2.2Tenaga1,393,000.006.000OHPekerja42,500.00255,000.0020.000OHTukang Kayu50,000.001,000,000.002.000OHKepala Tukang60,000.00120,000.000.300OHMandor60,000.0018,000.00F.6.31.000m2Membuat Pintu KlampStandard Kayu Klas II atau III526,025.006.3.1Bahan451,270.000.040m3Kayu Klas II (Bengkir), papan11,250,000.00450,000.000.050KgPaku Biasa 2" - 5 "25,400.001,270.006.3.2Tenaga74,755.000.350OHPekerja42,500.0014,875.001.050OHTukang Kayu50,000.0052,500.000.105OHKepala Tukang60,000.006,300.000.018OHMandor60,000.001,080.00F.6.3a$1m2Membuat Pintu KlampStandard Kayu Klas II (Kayu Bengkir)526,025.006.3.1Bahan451,270.000.040m3Kayu Klas II (Bengkir), papan11,250,000.00450,000.000.050KgPaku Biasa 2" - 5 "25,400.001,270.006.3.2Tenaga74,755.000.350OHPekerja42,500.0014,875.001.050OHTukang Kayu50,000.0052,500.000.105OHKepala Tukang60,000.006,300.000.018OHMandor60,000.001,080.00F.6.3b$1m2Membuat Pintu KlampStandard Kayu Klas III (Kayu Kruing)376,025.006.3.1Bahan301,270.000.040m3Kayu Klas III (Kruing), papan7,500,000.00300,000.000.050KgPaku Biasa 2" - 5 "25,400.001,270.006.3.2Tenaga74,755.000.350OHPekerja42,500.0014,875.001.050OHTukang Kayu50,000.0052,500.000.105OHKepala Tukang60,000.006,300.000.018OHMandor60,000.001,080.00F.6.51.000m2Membuat Daun Pintu Panel Kayu Klas I, II, III454,770.006.5.1Bahan269,270.000.040m3Kayu Klas II (Jati R), papan6,700,000.00268,000.000.050kgLem Kayu25,400.001,270.006.5.2Tenaga185,500.001.000OHPekerja42,500.0042,500.002.500OHTukang Kayu50,000.00125,000.000.250OHKepala Tukang60,000.0015,000.000.050OHMandor60,000.003,000.00F.6.5a$1m2Membuat Daun Pintu Panel Kayu Klas I (Jati R)454,770.006.5.1Bahan269,270.000.040m3Kayu Klas II (Jati R), papan6,700,000.00268,000.000.050kgLem Kayu25,400.001,270.006.5.2Tenaga185,500.001.000OHPekerja42,500.0042,500.002.500OHTukang Kayu50,000.00125,000.000.250OHKepala Tukang60,000.0015,000.000.050OHMandor60,000.003,000.00F.6.5b$1m2Membuat Daun Pintu Panel Kayu Klas II (Bengkir)636,770.006.5.1Bahan451,270.000.040m3Kayu Klas II (Bengkir), papan11,250,000.00450,000.000.050kgLem Kayu25,400.001,270.006.5.2Tenaga185,500.001.000OHPekerja42,500.0042,500.002.500OHTukang Kayu50,000.00125,000.000.250OHKepala Tukang60,000.0015,000.000.050OHMandor60,000.003,000.00F.6.5c$1m2Membuat Daun Pintu Panel Kayu Klas III (Kruing)486,770.006.5.1Bahan301,270.000.040m3Kayu Klas III (Kruing), papan7,500,000.00300,000.000.050kgLem Kayu25,400.001,270.006.5.2Tenaga185,500.001.000OHPekerja42,500.0042,500.002.500OHTukang Kayu50,000.00125,000.000.250OHKepala Tukang60,000.0015,000.000.050OHMandor60,000.003,000.00F.6.61.000m2Membuat Pintu & Jendela Kaca Kayu Klas I, II, III316,820.006.6.1Bahan168,420.000.024m3Kayu Klas I (Jati R), papan6,700,000.00160,800.000.300kgLem Kayu25,400.007,620.006.6.2Tenaga148,400.000.800OHPekerja42,500.0034,000.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.6a$1m2Membuat Pintu & Jendela Kaca Kayu Klas I (Jati R)316,820.006.6.1Bahan168,420.000.024m3Kayu Klas I (Jati R), papan6,700,000.00160,800.000.300kgLem Kayu25,400.007,620.006.6.2Tenaga148,400.000.800OHPekerja42,500.0034,000.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.6b$1m2Membuat Pintu & Jendela Kaca Kayu Klas II (Bengkir)426,020.006.6.1Bahan277,620.000.024m3Kayu Klas II (Bengkir), papan11,250,000.00270,000.000.300kgLem Kayu25,400.007,620.006.6.2Tenaga148,400.000.800OHPekerja42,500.0034,000.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.6c$1m2Membuat Pintu & Jendela Kaca Kayu Klas III (Kruing)336,020.006.6.1Bahan187,620.000.024m3Kayu Klas III (Kruing), papan7,500,000.00180,000.000.300kgLem Kayu25,400.007,620.006.6.2Tenaga148,400.000.800OHPekerja42,500.0034,000.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.71.000m2Membuat Pintu & Jendela Jalusi Kayu Klas I atau II655,000.006.7.1Bahan441,500.000.064m3Kayu Klas I (Jati R), papan6,700,000.00428,800.000.500kgLem Kayu25,400.0012,700.006.7.2Tenaga213,500.001.000OHPekerja42,500.0042,500.003.000OHTukang Kayu50,000.00150,000.000.300OHKepala Tukang60,000.0018,000.000.050OHMandor60,000.003,000.00F.6.81.000m2Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II atau III (lbr s/d 90 cm)434,472.506.8.1Bahan294,572.500.025m3Kayu Klas II (Bengkir), papan11,250,000.00281,250.000.030KgPaku Biasa 1/2" - 1"20,750.00622.500.500LtrLem Kayu25,400.0012,700.001.000LbrPlywood tebal 4 mm uk.90x220cm0.00.06.8.2Tenaga139,900.000.600OHPekerja42,500.0025,500.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.8a$1m2Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm)434,472.506.8.1Bahan294,572.500.025m3Kayu Klas II (Bengkir), papan11,250,000.00281,250.000.030KgPaku Biasa 1/2" - 1"20,750.00622.500.500LtrLem Kayu25,400.0012,700.001.000LbrPlywood tebal 4 mm uk.90x220cm0.00.06.8.2Tenaga139,900.000.600OHPekerja42,500.0025,500.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.8b$1m2Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas III (lbr s/d 90 cm)340,722.506.8.1Bahan200,822.500.025m3Kayu Klas III (Kruing), papan7,500,000.00187,500.000.030KgPaku Biasa 1/2" - 1"20,750.00622.500.500LtrLem Kayu25,400.0012,700.001.000LbrPlywood tebal 4 mm uk.90x220cm0.00.06.8.2Tenaga139,900.000.600OHPekerja42,500.0025,500.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.91.000m2Membuat Pintu Plywood rangkap, rangka expose kayu klas I atau III333,242.506.9.1Bahan184,842.500.026m3Kayu Klas I (Jati R), papan6,700,000.00171,520.000.030KgPaku Biasa 1/2" - 1"20,750.00622.500.500LtrLem Kayu25,400.0012,700.001.000LbrPlywood tebal 4 mm uk.90x220cm0.00.06.9.2Tenaga148,400.000.800OHPekerja42,500.0034,000.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.9a$1m2Membuat Pintu Plywood rangkap, rangka expose kayu klas I333,242.506.9.1Bahan184,842.500.026m3Kayu Klas I (Jati R), papan6,700,000.00171,520.000.030KgPaku Biasa 1/2" - 1"20,750.00622.500.500LtrLem Kayu25,400.0012,700.001.000LbrPlywood tebal 4 mm uk.90x220cm0.00.06.9.2Tenaga148,400.000.800OHPekerja42,500.0034,000.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.9b$1m2Membuat Pintu Plywood rangkap, rangka expose kayu klas II449,722.506.9.1Bahan301,322.500.026m3Kayu Klas II (Bengkir), papan11,250,000.00288,000.000.030KgPaku Biasa 1/2" - 1"20,750.00622.500.500LtrLem Kayu25,400.0012,700.001.000LbrPlywood tebal 4 mm uk.90x220cm0.00.06.9.2Tenaga148,400.000.800OHPekerja42,500.0034,000.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.101.000m2Membuat Jalusi mati Kosen Kayu Klas I atau II539,862.506.10.1Bahan405,112.500.060m3Kayu Klas I (Jati R), papan6,700,000.00402,000.000.150KgPaku Biasa 1/2" - 1"20,750.003,112.506.10.2Tenaga134,750.000.500OHPekerja42,500.0021,250.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.025OHMandor60,000.001,500.00F.6.11$1m2Membuat Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I483,542.506.11.1Bahan335,142.500.025m3Kayu Klas I (Jati R), papan6,700,000.00167,500.000.030KgPaku Biasa 1/2" - 1"20,750.00622.500.300kgLem Kayu25,400.007,620.001.000LbrTeakwood (90 x 220) cm x 4 mm159,400.00159,400.006.11.2Tenaga148,400.000.800OHPekerja42,500.0034,000.002.000OHTukang Kayu50,000.00100,000.000.200OHKepala Tukang60,000.0012,000.000.040OHMandor60,000.002,400.00F.6.12$1m2Membuat Pintu Teakwood Rangkap Lapis Formika,Rangka expose Kayu Klas II0.06.12.1Bahan0.00.025m3Kayu Klas II (Bengkir), papan11,250,000.00281,250.000.030KgPaku Biasa 1/2" - 1"20,750.00622.500.080kgLem Kayu25,400.002,032.001.000LbrTeakwood (90 x 220) cm x 4 mm159,400.00159,400.000.500LbrFormika0.00.06.12.2Tenaga176,400.000.800OHPekerja42,500.0034,000.002.500OHTukang Kayu50,000.00125,000.000.250OHKepala Tukang60,000.0015,000.000.040OHMandor60,000.002,400.00F.6.13a$1m3Memasang Konstruksi Kuda-kuda Konvensional Kayu Kelas I Bentang 6 meter8,835,200.006.13.1Bahan7,981,200.001.100m3Kayu Jati, balok7,000,000.007,700,000.0015.000KgBesi Strip11,000.00165,000.005.600KgPaku Biasa 2" - 5"20,750.00116,200.006.13.2Tenaga854,000.004.000OHPekerja42,500.00170,000.0012.000OHTukang Kayu50,000.00600,000.001.200OHKepala Tukang60,000.0072,000.000.200OHMandor60,000.0012,000.00F.6.13b$1m3Memasang Konstruksi Kuda-kuda Konvensional Kayu Kelas II Bentang 6 meter12,355,200.006.13.1Bahan11,501,200.001.100m3Kayu Bengkir, balok10,200,000.0011,220,000.0015.000KgBesi Strip11,000.00165,000.005.600KgPaku Biasa 2" - 5"20,750.00116,200.006.13.2Tenaga854,000.004.000OHPekerja42,500.00170,000.0012.000OHTukang Kayu50,000.00600,000.001.200OHKepala Tukang60,000.0072,000.000.200OHMandor60,000.0012,000.00F.6.13c$1m3Memasang Konstruksi Kuda-kuda Konvensional Kayu Kelas III Bentang 6 meter8,548,430.006.13.1Bahan7,694,430.001.100m3Kayu Kruing, balok6,739,300.007,413,230.0015.000KgBesi Strip11,000.00165,000.005.600KgPaku Biasa 2" - 5"20,750.00116,200.006.13.2Tenaga854,000.004.000OHPekerja42,500.00170,000.0012.000OHTukang Kayu50,000.00600,000.001.200OHKepala Tukang60,000.0072,000.000.200OHMandor60,000.0012,000.00F.6.14$1m3Memasang Konstruksi Kuda-kuda Expose, Kayu Klas I10,074,200.006.14.1Bahan8,681,200.001.200m3Kayu Klas I (Jati R), balok7,000,000.008,400,000.0015.000KgBesi Strip11,000.00165,000.005.600KgPaku Biasa 2" - 5"20,750.00116,200.006.14.2Tenaga1,393,000.006.000OHPekerja42,500.00255,000.0020.000OHTukang Kayu50,000.001,000,000.002.000OHKepala Tukang60,000.00120,000.000.300OHMandor60,000.0018,000.00F.6.15a$1m3Memasang konstruksi Gording, Kayu Klas I8,439,650.006.15.1Bahan7,927,250.001.100m3Kayu Klas I (Jati R), balok7,000,000.007,700,000.0015.000KgBesi Strip11,000.00165,000.003.000KgPaku Biasa 2" - 5"20,750.0062,250.006.15.2Tenaga512,400.002.400OHPekerja42,500.00102,000.007.200OHTukang Kayu50,000.00360,000.000.720OHKepala Tukang60,000.0043,200.000.120OHMandor60,000.007,200.00F.6.15b$1m3Memasang konstruksi Gording, Kayu Klas II11,959,650.006.15.1Bahan11,447,250.001.100m3Kayu Klas II (Bengkir), balok10,200,000.0011,220,000.0015.000KgBesi Strip11,000.00165,000.003.000KgPaku Biasa 2" - 5"20,750.0062,250.006.15.2Tenaga512,400.002.400OHPekerja42,500.00102,000.007.200OHTukang Kayu50,000.00360,000.000.720OHKepala Tukang60,000.0043,200.000.120OHMandor60,000.007,200.00F.6.15c$1m3Memasang konstruksi Gording, Kayu Klas III8,152,880.006.15.1Bahan7,640,480.001.100m3Kayu Klas III (Kruing), balok6,739,300.007,413,230.0015.000KgBesi Strip11,000.00165,000.003.000KgPaku Biasa 2" - 5"20,750.0062,250.006.15.2Tenaga512,400.002.400OHPekerja42,500.00102,000.007.200OHTukang Kayu50,000.00360,000.000.720OHKepala Tukang60,000.0043,200.000.120OHMandor60,000.007,200.00F.6.16$1m2Memasang Rangka Atap Genteng Keramik, Kayu Klas III229,033.706.16.1Bahan218,883.700.014m3Kayu Klas III (Kruing), Kaso-kaso (5x7) cm6,126,700.0085,773.800.036m3Reng (2x3) cm3,553,400.00127,922.400.250KgPaku Biasa 2" - 5"20,750.005,187.506.16.2Tenaga10,150.000.100OHPekerja42,500.004,250.000.100OHTukang Kayu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.005OHMandor60,000.00300.00F.6.16a$1m2Memasang Rangka Atap Genteng Pres Kebumen/Jatiwangi, Kayu Klas III111,771.506.16.1Bahan101,621.500.014m3Kayu Klas III (Kruing), Kaso-kaso (5x7) cm6,126,700.0085,773.800.003m3Reng (2x3) cm3,553,400.0010,660.200.250KgPaku Biasa 2" - 5"20,750.005,187.506.16.2Tenaga10,150.000.100OHPekerja42,500.004,250.000.100OHTukang Kayu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.005OHMandor60,000.00300.00F.6.17$1m2Memasang Rangka Atap Genteng Beton, Kayu Klas III127,761.806.17.1Bahan117,611.800.014m3Kayu Klas III (Kruing), Kaso-kaso (5x7) cm6,126,700.0085,773.800.008m3Reng (3x5) cm3,553,400.0026,650.500.00750.250KgPaku Biasa 2" - 5"20,750.005,187.506.17.2Tenaga10,150.000.100OHPekerja42,500.004,250.000.100OHTukang Kayu50,000.005,000.000.010OHKepala Tukang60,000.00600.000.005OHMandor60,000.00300.00F.6.18$1m2Memasang Rangka Atap Sirap, Kayu Klas III1,027,235.506.18.1Bahan1,015,055.500.165m3Kayu Klas III (Kruing), balok6,126,700.001,010,905.500.200KgPaku Biasa 2" - 5"20,750.004,150.006.18.2Tenaga12,180.000.120OHPekerja42,500.005,100.000.120OHTukang Kayu50,000.006,000.000.012OHKepala Tukang60,000.00720.000.006OHMandor60,000.00360.00F.6.191.000m2Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III183,025.006.19.1Bahan158,150.000.015m3Kayu Klas II atau III, balok10,000,000.00154,000.000.200KgPaku Biasa 2" - 5"20,750.004,150.006.19.2Tenaga24,875.000.150OHPekerja42,500.006,375.000.250OHTukang Kayu50,000.0012,500.000.025OHKepala Tukang60,000.001,500.000.075OHMandor60,000.004,500.00F.6.19a$1m2Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II183,025.006.19.1Bahan158,150.000.015m3Kayu Klas II (Bengkir), balok10,000,000.00154,000.000.200KgPaku Biasa 2" - 5"20,750.004,150.006.19.2Tenaga24,875.000.150OHPekerja42,500.006,375.000.250OHTukang Kayu50,000.0012,500.000.025OHKepala Tukang60,000.001,500.000.075OHMandor60,000.004,500.00F.6.19b$1m2Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas III123,376.186.19.1Bahan98,501.180.015m3Kayu Klas III (Kruing), balok6,126,700.0094,351.180.200KgPaku Biasa 2" - 5"20,750.004,150.006.19.2Tenaga24,875.000.150OHPekerja42,500.006,375.000.250OHTukang Kayu50,000.0012,500.000.025OHKepala Tukang60,000.001,500.000.075OHMandor60,000.004,500.00F.6.201.000m2Memasang Rangka Langit-langit (60x60) cm, kayu Klas II atau III140,938.096.20.1Bahan115,038.090.016m3Kayu Klas II (Kruing), balok6,739,300.00109,850.590.250KgPaku Biasa 2" - 5"20,750.005,187.506.20.2Tenaga25,900.000.200OHPekerja42,500.008,500.000.300OHTukang Kayu50,000.0015,000.000.030OHKepala Tukang60,000.001,800.000.010OHMandor60,000.00600.00F.6.20a$1m2Memasang Rangka Langit-langit (60x60) cm, kayu Klas II194,087.506.20.1Bahan168,187.500.016m3Kayu Klas II (Bengkir), balok10,000,000.00163,000.000.250KgPaku Biasa 2" - 5"20,750.005,187.506.20.2Tenaga25,900.000.200OHPekerja42,500.008,500.000.300OHTukang Kayu50,000.0015,000.000.030OHKepala Tukang60,000.001,800.000.010OHMandor60,000.00600.00F.6.20b$1m2Memasang Rangka Langit-langit (60x60) cm, kayu Klas III130,952.716.20.1Bahan105,052.710.016m3Kayu Klas III (Kruing), balok6,126,700.0099,865.210.250KgPaku Biasa 2" - 5"20,750.005,187.506.20.2Tenaga25,900.000.200OHPekerja42,500.008,500.000.300OHTukang Kayu50,000.0015,000.000.030OHKepala Tukang60,000.001,800.000.010OHMandor60,000.00600.00F.6.211.000m'Memasang Listplank Uk. (3x20)cm Kayu klas I atau II90,485.006.21.1Bahan74,435.000.0108m3Kayu klas I (Jati R), papan6,700,000.0072,360.000.100KgPaku Biasa 2" - 5"20,750.002,075.006.21.2Tenaga16,050.000.100OHPekerja42,500.004,250.000.200OHTukang Kayu50,000.0010,000.000.025OHKepala Tukang60,000.001,500.000.005OHMandor60,000.00300.00F.6.21a$1m'Memasang Listplank Uk. (3x20)cm Kayu klas I54,305.006.21.1Bahan38,255.000.0054m3Kayu klas I (Jati R), papan6,700,000.0036,180.000.100KgPaku Biasa 2" - 5"20,750.002,075.006.21.2Tenaga16,050.000.100OHPekerja42,500.004,250.000.200OHTukang Kayu50,000.0010,000.000.025OHKepala Tukang60,000.001,500.000.005OHMandor60,000.00300.00F.6.21b$1m'Memasang Listplank Uk. (3x20)cm Kayu klas II78,875.006.21.1Bahan62,825.000.0054m3Kayu klas II (Bengkir), papan11,250,000.0060,750.000.100KgPaku Biasa 2" - 5"20,750.002,075.006.21.2Tenaga16,050.000.100OHPekerja42,500.004,250.000.200OHTukang Kayu50,000.0010,000.000.025OHKepala Tukang60,000.001,500.000.005OHMandor60,000.00300.00F.6.21c$1m'Memasang Listplank Uk. (3x20)cm Kayu klas III58,625.006.21.1Bahan42,575.000.0054m3Kayu klas III (Kruing), papan7,500,000.0040,500.000.100KgPaku Biasa 2" - 5"20,750.002,075.006.21.2Tenaga16,050.000.100OHPekerja42,500.004,250.000.200OHTukang Kayu50,000.0010,000.000.025OHKepala Tukang60,000.001,500.000.005OHMandor60,000.00300.00F.6.221.000m'Memasang Listplank Uk. (3x30)cm klas III99,287.506.22.1Bahan83,537.500.011m3Kayu klas III (Kruing), papan7,500,000.0082,500.000.050KgPaku Biasa 2" - 5"20,750.001,037.506.22.2Tenaga15,750.000.100OHPekerja42,500.004,250.000.200OHTukang Kayu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.005OHMandor60,000.00300.00F.6.22a1.000m'Memasang Listplank Uk. (3x30)cm klas III58,037.506.22.1Bahan42,287.500.006m3Kayu klas III (Kruing), papan7,500,000.0041,250.000.050KgPaku Biasa 2" - 5"20,750.001,037.506.22.2Tenaga15,750.000.100OHPekerja42,500.004,250.000.200OHTukang Kayu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.005OHMandor60,000.00300.00F.6.231.000m2Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III223,867.906.23.1Bahan191,812.900.028m3Kayu klas II (Kruing), balok6,739,300.00188,700.400.150KgPaku Biasa 2" - 5"20,750.003,112.506.23.2Tenaga32,055.000.150OHPekerja42,500.006,375.000.450OHTukang Kayu50,000.0022,500.000.045OHKepala Tukang60,000.002,700.000.008OHMandor60,000.00480.00F.6.23a1.000m2Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II320,767.506.23.1Bahan288,712.500.028m3Kayu klas II (Bengkir), balok10,200,000.00285,600.000.150KgPaku Biasa 2" - 5"20,750.003,112.506.23.2Tenaga32,055.000.150OHPekerja42,500.006,375.000.450OHTukang Kayu50,000.0022,500.000.045OHKepala Tukang60,000.002,700.000.008OHMandor60,000.00480.00F.6.23b$1m2Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas III223,867.906.23.1Bahan191,812.900.028m3Kayu klas III (Kruing), balok6,739,300.00188,700.400.150KgPaku Biasa 2" - 5"20,750.003,112.506.23.2Tenaga32,055.000.150OHPekerja42,500.006,375.000.450OHTukang Kayu50,000.0022,500.000.045OHKepala Tukang60,000.002,700.000.008OHMandor60,000.00480.00F.6.241.000m2Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II326,585.906.24.1Bahan294,530.900.028m3Kayu klas II (Kruing), balok6,739,300.00188,700.400.150KgPaku Biasa 2" - 5"20,750.003,112.500.860LbrTeakwood 120 x 240 cm tebal 4mm102,900.0088,494.000.560LtrLem25,400.0014,224.006.24.2Tenaga32,055.000.150OHPekerja42,500.006,375.000.450OHTukang Kayu50,000.0022,500.000.045OHKepala Tukang60,000.002,700.000.008OHMandor60,000.00480.00F.6.24a$1m2Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II423,485.506.24.1Bahan391,430.500.028m3Kayu klas II (Bengkir), balok10,200,000.00285,600.000.150KgPaku Biasa 2" - 5"20,750.003,112.500.860LbrTeakwood 120 x 240 cm tebal 4mm102,900.0088,494.000.560LtrLem25,400.0014,224.006.24.2Tenaga32,055.000.150OHPekerja42,500.006,375.000.450OHTukang Kayu50,000.0022,500.000.045OHKepala Tukang60,000.002,700.000.008OHMandor60,000.00480.00F.6.24b$1m2Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas III326,585.906.24.1Bahan294,530.900.028m3Kayu klas III (Kruing), balok6,739,300.00188,700.400.150KgPaku Biasa 2" - 5"20,750.003,112.500.860LbrTeakwood 120 x 240 cm tebal 4mm102,900.0088,494.000.560LtrLem25,400.0014,224.006.24.2Tenaga32,055.000.150OHPekerja42,500.006,375.000.450OHTukang Kayu50,000.0022,500.000.045OHKepala Tukang60,000.002,700.000.008OHMandor60,000.00480.00F.6.26$1m2Memasang Dinding Lambriziring dari Papan klas I177,300.006.26.1Bahan49,200.000.007m3Kayu klas I (Jati R), papan6,700,000.0046,900.000.100KgPaku Biasa 2" - 5"20,750.002,075.000.150KgPaku Sekrup 3,5"1,500.00225.006.26.2Tenaga128,100.000.600OHPekerja42,500.0025,500.001.800OHTukang Kayu50,000.0090,000.000.180OHKepala Tukang60,000.0010,800.000.030OHMandor60,000.001,800.00F.6.27$1m2Memasang Dinding Lambriziring dari Plywood ukuran (120x240) cm6,378.006.27.1Bahan1,037.500.400LbrPlywood 4'x8"x 4mm0.00.00.050KgPaku Biasa 1/2" - 1"20,750.001,037.506.27.2Tenaga5,340.500.025OHPekerja42,500.001,062.500.075OHTukang Kayu50,000.003,750.000.008OHKepala Tukang60,000.00450.000.001OHMandor60,000.0078.00F.6.281.000m2Memasang Dinding Bilik, Rangka Kayu Klas III atau IV81,963.706.28.1Bahan74,613.701.500m2Bilik Bambu49,000.0073,500.000.014m3Kayu Klas III (Meranti)0.00.00.050KgPaku Biasa 1/2" - 1"20,750.001,037.500.003m'List Kayu 2/425,400.0076.206.28.2Tenaga7,350.000.100OHPekerja42,500.004,250.000.050OHTukang Kayu50,000.002,500.000.005OHKepala Tukang60,000.00300.000.005OHMandor60,000.00300.00F.6.28a$1m2Memasang Dinding Bilik, Rangka Kayu Klas III180,536.306.28.1Bahan173,186.301.500m2Bilik Bambu49,000.0073,500.000.014m3Kayu Klas III (Kruing)7,045,700.0098,639.800.050KgPaku Biasa 1/2" - 1"20,750.001,037.500.003m'List Kayu 2/43,000.009.006.28.2Tenaga7,350.000.100OHPekerja42,500.004,250.000.050OHTukang Kayu50,000.002,500.000.005OHKepala Tukang60,000.00300.000.005OHMandor60,000.00300.00F.6.28b$1m2Memasang Dinding Bilik, Rangka Kayu Klas IV81,896.506.28.1Bahan74,546.501.500m2Bilik Bambu49,000.0073,500.000.014m3Kayu Klas IV (Meranti)0.00.00.050KgPaku Biasa 1/2" - 1"20,750.001,037.500.003m'List Kayu 2/43,000.009.006.28.2Tenaga7,350.000.100OHPekerja42,500.004,250.000.050OHTukang Kayu50,000.002,500.000.005OHKepala Tukang60,000.00300.000.005OHMandor60,000.00300.00VIIDT 91-0008PEKERJAAN B E T O N2007G.6.1$1m3Membuat Beton mutu f'c=7,4 Mpa (K100), slum (122)cm, w/c = 0,87447,315.006.1.1Bahan356,780.00247.000KgPortland Semen1,340.00330,980.00869.000KgPasir0.00.0999.000KgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.1.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00pasirG.6.2$1m3Membuat Beton mutu f'c=9,8 Mpa (K125), slum (122)cm, w/c = 0,78486,175.0014006.2.1Bahan395,640.00276.000KgPortland Semen1,340.00369,840.00828.000kgPasir0.00.01,012.000kgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.2.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00G.6.3$1m3Membuat Beton mutu f'c=12,2 Mpa (K150), slum (122)cm, w/c = 0,72516,995.006.3.1Bahan426,460.00299.000KgPortland Semen1,340.00400,660.00799.000kgPasir0.00.01,017.000kgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.3.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00G.6.4$1m3Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87394,760.006.4.1Bahan332,200.00230.000KgPortland Semen1,340.00308,200.00893.000kgPasir0.00.01,027.000kgKerikil (maksimum 30 mm)0.00.0200.000ltrAir120.0024,000.006.4.2Tenaga62,560.001.200OHPekerja42,500.0051,000.000.200OHTukang Batu50,000.0010,000.000.020OHKepala Tukang60,000.001,200.000.006OHMandor60,000.00360.00G.6.5$1m3Membuat Beton mutu f'c=14,5 MPa (K175), slum (122)cm, w/c = 0,66553,175.006.5.1Bahan462,640.00326.000KgPortland Semen1,340.00436,840.00760.000KgPasir0.00.01,029.000KgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.5.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00G.6.6$1m3Membuat Beton mutu f'c=16,9 MPa (K200), slum (122)cm, w/c = 0,61588,015.006.6.1Bahan497,480.00352.000KgPortland Semen1,340.00471,680.00731.000KgPasir0.00.01,031.000KgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.6.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00G.6.7$1m3Membuat Beton mutu f'c=19,3 MPa (K225), slum (122)cm, w/c = 0,58613,475.006.7.1Bahan522,940.00371.000KgPortland Semen1,340.00497,140.00698.000KgPasir0.00.01,047.000KgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.7.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00G.6.8$1m3Membuat Beton mutu f'c=21,7 MPa (K250), slum (122)cm, w/c = 0,56630,895.006.8.1Bahan540,360.00384.000KgPortland Semen1,340.00514,560.00692.000KgPasir0.00.01,039.000KgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.8.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00G.6.9$1m3Membuat Beton mutu f'c=24,0 MPa (K275), slum (122)cm, w/c = 0,53660,375.006.9.1Bahan569,840.00406.000KgPortland Semen1,340.00544,040.00684.000kgPasir0.00.01,026.000kgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.9.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00G.6.10$1m3Membuat Beton mutu f'c=26,4 MPa (K300), slum (122)cm, w/c = 0,52669,755.006.10.1Bahan579,220.00413.000KgPortland Semen1,340.00553,420.00681.000KgPasir0.00.01,021.000KgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.10.2Tenaga90,535.001.650OHPekerja42,500.0070,125.000.275OHTukang Batu50,000.0013,750.000.028OHKepala Tukang60,000.001,680.000.083OHMandor60,000.004,980.00G.6.11$1m3Membuat Beton mutu f'c=28,8 MPa (K325), slum (122)cm, w/c = 0,49729,210.006.11.1Bahan614,060.00439.000KgPortland Semen1,340.00588,260.00670.000KgPasir0.00.01,006.000KgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.11.2Tenaga115,150.002.100OHPekerja42,500.0089,250.000.350OHTukang Batu50,000.0017,500.000.035OHKepala Tukang60,000.002,100.000.105OHMandor60,000.006,300.00G.6.12$1m3Membuat Beton mutu f'c=31,2 MPa (K350), slum (122)cm, w/c = 0,48741,270.006.12.1Bahan626,120.00448.000KgPortland Semen1,340.00600,320.00667.000KgPasir0.00.01,000.000KgKerikil (maksimum 30 mm)0.00.0215.000ltrAir120.0025,800.006.12.2Tenaga115,150.002.100OHPekerja42,500.0089,250.000.350OHTukang Batu50,000.0017,500.000.035OHKepala Tukang60,000.002,100.000.105OHMandor60,000.006,300.00CATATAN:Bobot isi pasir = 1.400 kg/m3, bobot krikil = 1.350 kg/m3, Bukling factor pasir 20%G.6.17$1KgPembesian dg Besi Polos11,611.506.17.1Bahan10,905.001.0500KgBesi Beton (polos)10,100.0010,605.000.0150KgKawat Beton20,000.00300.006.17.2Tenaga706.500.0070OHPekerja42,500.00297.500.0070OHTukang Besi50,000.00350.000.0007OHKepala Tukang50,000.0035.000.0004OHMandor60,000.0024.00G.6.17a$1KgPembesian dg Besi Ulir11,926.506.17.1Bahan11,220.001.0500KgBesi Beton (ulir)10,400.0010,920.000.0150KgKawat Beton20,000.00300.006.17.2Tenaga706.500.0070OHPekerja42,500.00297.500.0070OHTukang Besi50,000.00350.000.0007OHKepala Tukang50,000.0035.000.0004OHMandor60,000.0024.00G.6.18$1KgKabel Presstresed Polos/strand0.06.18.1Bahan0.01.0500KgBesi presstred polos0.00.00.0100KgKawat Beton20,000.00200.006.18.2Tenaga505.500.0050OHPekerja42,500.00212.500.0050OHTukang Besi50,000.00250.000.0005OHKepala Tukang50,000.0025.000.0003OHMandor60,000.0018.00G.6.19$1KgJaring Kawat baja/Wire Mesh14,457.106.19.1Bahan12,969.851.0200KgJaring Kawat Baja dilas12,617.5012,869.850.0050KgKawat Beton20,000.00100.006.19.2Tenaga1,487.250.0025OHPekerja42,500.00106.250.0250OHTukang Besi50,000.001,250.000.0025OHKepala Tukang50,000.00125.000.0001OHMandor60,000.006.00G.6.20$1m2Memasang Bekisting untuk Pondasi134,683.016.20.1Bahan96,463.010.040m3Kayu Klas III (Terentang)2,210,200.3388,408.010.300KgPaku Biasa 2" - 5"20,750.006,225.006.350.100LtrMinyak Bekisting18,300.001,830.006.35.16.20.2Tenaga38,220.000.520OHPekerja42,500.0022,100.000.260OHTukang Kayu50,000.0013,000.000.026OHKepala Tukang60,000.001,560.006.35.20.026OHMandor60,000.001,560.00G.6.21$1m2Memasang Bekisting untuk Sloof145,734.026.21.1Bahan107,514.020.045m3Kayu Klas III (Terentang)2,210,200.3399,459.020.300KgPaku Biasa 2" - 5"20,750.006,225.006.360.100LtrMinyak Bekisting18,300.001,830.006.36.16.21.2Tenaga38,220.000.520OHPekerja42,500.0022,100.000.260OHTukang Kayu50,000.0013,000.000.026OHKepala Tukang60,000.001,560.006.36.20.026OHMandor60,000.001,560.00G.6.22$1m2Memasang Bekisting untuk Kolom276,828.516.22.1Bahan228,318.510.040m3Kayu Klas III (Terentang)2,210,200.3388,408.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.200LtrMinyak Bekisting18,300.003,660.000.015m3Balok Kayu Klas II6,126,700.0091,900.500.350LbrPlywood tebal 4mm0.00.02.000BtgDolken Kayu Galam diameter 8 - 10 cm / 4 m18,025.0036,050.006.22.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.22a$1m2Memasang Bekisting untuk Kolom148,878.016.22.1Bahan100,368.010.040m3Papan cetak pinus2,210,200.3388,408.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.200LtrMinyak Bekisting18,300.003,660.006.22.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.23$1m2Memasang Bekisting untuk Balok295,208.616.23.1Bahan246,698.610.040m3Kayu Klas III (Terentang)2,210,200.3388,408.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.200LtrMinyak Bekisting18,300.003,660.000.018m3Balok Kayu Klas II6,126,700.00110,280.600.350LbrPlywood tebal 4mm0.00.02.000BtgDolken Kayu Galam diameter 8 - 10 cm / 4 m18,025.0036,050.006.23.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.23a$1m2Memasang Bekisting untuk Balok148,878.016.23.1Bahan100,368.010.040m3Papan cetak pinus2,210,200.3388,408.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.200LtrMinyak Bekisting18,300.003,660.006.23.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.24$1m2Memasang Bekisting untuk Lantai348,928.516.24.1Bahan300,418.510.040m3Kayu Klas III (Terentang)2,210,200.3388,408.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.200LtrMinyak Bekisting18,300.003,660.000.015m3Balok Kayu Klas II (Borneo)6,126,700.0091,900.500.350LbrPlywood tebal 4mm0.00.06.000BtgDolken Kayu Galam diameter 8 - 10 cm / 4 m18,025.00108,150.006.24.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.24a$1m2Memasang Bekisting untuk Lantai291,845.766.24.1Bahan243,335.760.040m3Papan cetak pinus2,210,200.3388,408.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.200LtrMinyak Bekisting18,300.003,660.000.015m3Balok Kayu lokal1,198,849.5017,982.740.350LbrTriplek tebal 3mm48,100.0016,835.006.000BtgDolken Kayu Galam diameter 8 - 10 cm / 4 m18,025.00108,150.006.24.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.25$1m2Memasang Bekisting untuk Dinding323,385.016.25.1Bahan274,875.010.030m3Kayu Klas III (Terentang)2,210,200.3366,306.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.200LtrMinyak Bekisting18,300.003,660.000.020m3Balok Kayu Klas II6,126,700.00122,534.000.350LbrPlywood tebal 4mm0.00.03.000BtgDolken Kayu Galam diameter 8 - 10 cm / 4 m18,025.0054,075.004.000BuahFormite/Penjaga jarak / Spacer (alat bantu)5,000.0020,000.006.25.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.25a$1m2Memasang Bekisting untuk Dinding241,663.006.25.1Bahan193,153.000.030m3Papan cetak pinus2,210,200.3366,306.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.200LtrMinyak Bekisting18,300.003,660.000.020m3Balok Kayu lokal1,198,849.5023,976.990.350LbrTriplek tebal 3mm48,100.0016,835.003.000BtgDolken Kayu Galam diameter 8 - 10 cm / 4 m18,025.0054,075.004.000BuahFormite/Penjaga jarak / Spacer (alat bantu)5,000.0020,000.006.25.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.26$1m2Memasang Bekisting untuk Tangga253,811.516.26.1Bahan205,301.510.030m3Kayu Klas III (Terentang)2,210,200.3366,306.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.150LtrMinyak Bekisting18,300.002,745.000.015m3Balok Kayu Klas II6,126,700.0091,900.500.350LbrPlywood tebal 4mm0.00.02.000BtgDolken Kayu Galam diameter 8 - 10 cm / 4 m18,025.0036,050.006.26.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.26a$1m2Memasang Bekisting untuk Tangga196,728.756.26.1Bahan148,218.750.030m3Papan cetak pinus2,210,200.3366,306.010.400KgPaku Biasa 2" - 5"20,750.008,300.000.150LtrMinyak Bekisting18,300.002,745.000.015m3Balok Kayu lokal1,198,849.5017,982.740.350LbrTriplek tebal 3mm48,100.0016,835.002.000BtgDolken Kayu Galam diameter 8 - 10 cm / 4 m18,025.0036,050.006.26.2Tenaga48,510.000.660OHPekerja42,500.0028,050.000.330OHTukang Kayu50,000.0016,500.000.033OHKepala Tukang60,000.001,980.000.033OHMandor60,000.001,980.00G.6.27$1m2Memasang Jembatan Cor89,466.796.27.1Bahan79,811.790.026m3Kayu Terentang2,210,200.3358,349.290.600kgPaku Biasa 2" - 5"20,750.0012,450.000.500m3Dolken Kayu Galam diameter 8 - 10 / 4 m18,025.009,012.506.27.2Tenaga9,655.000.150OHPekerja42,500.006,375.000.050OHTukang Kayu50,000.002,500.000.005OHKepala Tukang60,000.00300.000.008OHMandor60,000.00480.00G.6.28$1m3Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting)3,166,545.076.28.1Bahan2,778,425.070.200m3Kayu Klas III (Terentang)2,210,200.33442,040.071.500KgPaku Biasa 2" - 5"20,750.0031,125.000.400LtrMinyak Bekisting18,300.007,320.00157.500KgBesi Beton Polos10,100.001,590,750.002.250KgKawat Beton20,000.0045,000.00336.000KgPortland Semen1,340.00450,240.000.540m3Pasir100,000.0054,000.000.810m3Kerikil Beton195,000.00157,950.006.28.2Tenaga388,120.005.300OHPekerja42,500.00225,250.000.275OHTukang batu50,000.0013,750.001.300OHTukang Kayu50,000.0065,000.001.050OHTukang Besi50,000.0052,500.000.262OHKepala Tukang60,000.0015,720.000.265OHMandor60,000.0015,900.00G.6.29$1m3Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting)3,930,659.096.29.1Bahan3,492,424.090.270m3Kayu Klas III (Terentang)2,210,200.33596,754.092.000KgPaku Biasa 2" - 5"20,750.0041,500.000.600LtrMinyak Bekisting18,300.0010,980.00210.000KgBesi Beton Polos10,100.002,121,000.003.000KgKawat Beton20,000.0060,000.00336.000KgPortland Semen1,340.00450,240.000.540m3Pasir100,000.0054,000.000.810m3Kerikil Beton195,000.00157,950.006.29.2Tenaga438,235.005.650OHPekerja42,500.00240,125.000.275OHTukang batu50,000.0013,750.001.560OHTukang Kayu50,000.0078,000.001.400OHTukang Besi50,000.0070,000.000.323OHKepala Tukang60,000.0019,380.000.283OHMandor60,000.0016,980.00G.6.30$1m3Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting)6,763,110.136.30.1Bahan6,216,875.130.400m3Kayu Klas III (Terentang)2,210,200.33884,080.134.000KgPaku Biasa 2" - 5"20,750.0083,000.002.000LtrMinyak Bekisting18,300.0036,600.00315.000kgBesi Beton Polos10,100.003,181,500.004.500kgKawat Beton20,000.0090,000.00336.000KgPortland Semen1,340.00450,240.000.540m3Pasir100,000.0054,000.000.810m3Kerikil Beton195,000.00157,950.000.150m3Kayu Klas II Balok6,126,700.00919,005.003.500LbrPlywood tebal 4mm0.00.020.000BtgDolken diameter 8 / 4rm18,025.00360,500.006.30.2Tenaga546,235.007.050OHPekerja42,500.00299,625.000.275OHTukang batu50,000.0013,750.001.650OHTukang Kayu50,000.0082,500.002.100OHTukang Besi50,000.00105,000.000.403OHKepala Tukang60,000.0024,180.000.353OHMandor60,000.0021,180.00G.6.31$1m3Membuat Balok Beton Bertulang (200 kg Besi + Bekisting)5,267,457.116.31.1Bahan4,792,272.110.320m3Kayu Klas III (Terentang)2,210,200.33707,264.113.200KgPaku Biasa 2" - 5"20,750.0066,400.001.600LtrMinyak Bekisting18,300.0029,280.00210.000KgBesi Beton Polos10,100.002,121,000.003.000KgKawat Beton20,000.0060,000.00336.000KgPortland Semen1,340.00450,240.000.540m3Pasir100,000.0054,000.000.810m3Kerikil Beton195,000.00157,950.000.140m3Kayu Klas II Balok6,126,700.00857,738.002.800LbrPlywood tebal 4mm0.00.016.000BtgDolken diameter 8 / 4rm18,025.00288,400.006.31.2Tenaga475,185.006.350OHPekerja42,500.00269,875.000.275OHTukang batu50,000.0013,750.001.650OHTukang Kayu50,000.0082,500.001.400OHTukang Besi50,000.0070,000.000.333OHKepala Tukang60,000.0019,980.000.318OHMandor60,000.0019,080.00G.6.32$1m3Membuat Balok Beton Bertulang (150 kg Besi + Bekisting)4,801,188.116.32.1Bahan4,412,888.110.320m3Kayu Klas III (Terentang)2,210,200.33707,264.113.200KgPaku Biasa 2" - 5"20,750.0066,400.001.600LtrMinyak Bekisting18,300.0029,280.00157.500KgBesi Beton Polos10,100.001,590,750.002.250KgKawat Beton20,000.0045,000.00336.000KgPortland Semen1,340.00450,240.000.540m3Pasir100,000.0054,000.000.810m3Kerikil Beton195,000.00157,950.000.120m3Kayu Klas II Balok6,126,700.00735,204.002.800LbrPlywood tebal 4mm0.00.032.000BtgDolken diameter 8 / 4rm18,025.00576,800.006.32.2Tenaga388,300.005.300OHPekerja42,500.00225,250.000.275OHTukang batu50,000.0013,750.001.300OHTukang Kayu50,000.0065,000.001.050OHTukang Besi50,000.0052,500.000.265OHKepala Tukang60,000.0015,900.000.265OHMandor60,000.0015,900.00G.6.33$1m3Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting)4,725,060.086.33.1Bahan4,336,940.080.240m3Kayu Klas III (Terentang)2,210,200.33530,448.083.200KgPaku Biasa 2" - 5"20,750.0066,400.001.600LtrMinyak Bekisting18,300.0029,280.00157.500KgBesi Beton Polos10,100.001,590,750.002.250KgKawat Beton20,000.0045,000.00336.000KgPortland Semen1,340.00450,240.000.540m3Pasir100,000.0054,000.000.810m3Kerikil Beton195,000.00157,950.000.160m3Kayu Klas II Balok6,126,700.00980,272.002.800LbrPlywood tebal 4mm0.00.024.000BtgDolken diameter 8 / 4rm18,025.00432,600.006.33.2Tenaga388,120.005.300OHPekerja42,500.00225,250.000.275OHTukang batu50,000.0013,750.001.300OHTukang Kayu50,000.0065,000.001.050OHTukang Besi50,000.0052,500.000.262OHKepala Tukang60,000.0015,720.000.265OHMandor60,000.0015,900.00G.6.34$1m3Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting)4,813,838.586.34.1Bahan4,375,603.580.250m3Kayu Klas III (Terentang)2,210,200.33552,550.083.000KgPaku Biasa 2" - 5"20,750.0062,250.001.200LtrMinyak Bekisting18,300.0021,960.00210.000KgBesi Beton Polos10,100.002,121,000.003.000KgKawat Beton20,000.0060,000.00336.000KgPortland Semen1,340.00450,240.000.540m3Pasir100,000.0054,000.000.810m3Kerikil Beton195,000.00157,950.000.105m3Kayu Klas II Balok6,126,700.00643,303.502.500LbrPlywood tebal 4mm0.00.014.000BtgDolken diameter 8 / 4rm18,025.00252,350.006.34.2Tenaga438,235.005.650OHPekerja42,500.00240,125.000.275OHTukang batu50,000.0013,750.001.560OHTukang Kayu50,000.0078,000.001.400OHTukang Besi50,000.0070,000.000.323OHKepala Tukang60,000.0019,380.000.283OHMandor60,000.0016,980.00G.6.35$1m'Membuat Kolom Penguat Beton Bertulang (11 x 11) cm63,192.906.35.1Bahan51,642.900.002m3Kayu Klas III (Terentang)2,210,200.334,420.400.010KgPaku Biasa 2" - 5"20,750.00207.503.000KgBesi Beton Polos10,100.0030,300.000.450KgKawat Beton20,000.009,000.004.000KgPortland Semen1,340.005,360.000.006m3Pasir100,000.00600.000.009m3Kerikil Beton195,000.001,755.006.35.2Tenaga11,550.000.180OHPekerja42,500.007,650.000.020OHTukang batu50,000.001,000.000.020OHTukang Kayu50,000.001,000.000.020OHTukang Besi50,000.001,000.000.006OHKepala Tukang60,000.00360.000.009OHMandor60,000.00540.00G.6.36$1m'Membuat Ring Balok Beton Bertulang (10 x 15) cm74,073.106.36.1Bahan55,600.600.003m3Kayu Klas III (Terentang)2,210,200.336,630.600.020KgPaku Biasa 2" - 5"20,750.00415.003.600KgBesi Beton Polos10,100.0036,360.000.050KgKawat Beton20,000.001,000.005.500KgPortland Semen1,340.007,370.000.009m3Pasir100,000.00900.000.015m3Kerikil Beton195,000.002,925.006.36.2Tenaga18,472.500.297OHPekerja42,500.0012,622.500.033OHTukang batu50,000.001,650.000.033OHTukang Kayu50,000.001,650.000.033OHTukang Besi50,000.001,650.000.010OHKepala Tukang60,000.00600.000.005OHMandor60,000.00300.00SPL.1SLOOF 15 / 20 Tulangan dia. 10mm4,572,009.771.000m3Beton K.225G.6.7613,475.00613,475.00115.000kgPembesianG.6.1711,611.501,335,322.5018.000m2Papan Bekisting SloofG.6.21145,734.022,623,212.27SPL.1aSLOOF 15 / 20 Tulangan dia. 12mm5,036,469.771.000m3Beton K.225G.6.7613,475.00613,475.00155.000kgPembesianG.6.1711,611.501,799,782.5018.000m2Papan Bekisting SloofG.6.21145,734.022,623,212.27SPL.2SLOOF 15 / 25 Tulangan dia.10mm4,206,111.261.000m3Beton K.275G.6.9660,375.00660,375.0092.000kgPembesianG.6.1711,611.501,068,258.0017.000m2Papan Bekisting SloofG.6.21145,734.022,477,478.26SPL.2aSLOOF 15 / 25 Tulangan dia.12mm4,577,679.261.000m3Beton K.275G.6.9660,375.00660,375.00124.000kgPembesianG.6.1711,611.501,439,826.0017.000m2Papan Bekisting SloofG.6.21145,734.022,477,478.26SPL.3RINGBALK 12 / 15 Tulangan dia.10mm6,267,077.311.000m3Beton K.225G.6.7613,475.00613,475.00192.000kgPembesianG.6.1711,611.502,229,408.0023.000m2Papan Bekisting BalokG.6.23a148,878.013,424,194.31SPL.3aRINGBALK 12 / 15 Tulangan dia.12mm7,033,436.311.000m3Beton K.225G.6.7613,475.00613,475.00258.000kgPembesianG.6.1711,611.502,995,767.0023.000m2Papan Bekisting BalokG.6.23a148,878.013,424,194.31SPL.4RINGBALK 12/20 tulangan dia. 10mm5,560,847.291.000m3Beton K.225G.6.7613,475.00613,475.00144.000kgPembesianG.6.1711,611.501,672,056.0022.000m2Papan Bekisting BalokG.6.23a148,878.013,275,316.29SPL.4aRINGBALK 12/20 tulangan dia. 12mm6,129,810.791.000m3Beton K.225G.6.7613,475.00613,475.00193.000kgPembesianG.6.1711,611.502,241,019.5022.000m2Papan Bekisting BalokG.6.23a148,878.013,275,316.29SPL.5KOLOM PRAKTIS 12/12 tulangan dia. 10mm7,110,573.831.000m3Beton K.225G.6.7613,475.00613,475.00239.000kgPembesianG.6.1711,611.502,775,148.5025.000m2Papan Bekisting KolomG.6.22a148,878.013,721,950.33SPL.5aKOLOM PRAKTIS 12/12 tulangan dia. 12mm8,074,328.331.000m3Beton K.225G.6.7613,475.00613,475.00322.000kgPembesianG.6.1711,611.503,738,903.0025.000m2Papan Bekisting KolomG.6.22a148,878.013,721,950.33SPL.6KOLOM 25 / 20 Tulangan dia. 12mm3,824,536.691.000m3Beton K.275G.6.9660,375.00660,375.0093.000kgPembesianG.6.1711,611.501,079,869.5014.000m2Papan Bekisting KolomG.6.22a148,878.012,084,292.19SPL.7KOLOM 25 / 25 tulangan dia. 12mm3,317,773.661.000m3Beton K.275G.6.9660,375.00660,375.0075.000kgPembesianG.6.1711,611.50870,862.5012.000m2Papan Bekisting KolomG.6.22a148,878.011,786,536.16SPL.8BALOK 20 / 403,682,500.171.000m3Beton K.275G.6.9660,375.00660,375.00100.000kgPembesianG.6.1711,611.501,161,150.0012.500m2Papan Bekisting BalokG.6.23a148,878.011,860,975.17SPL.9BALOK 30 / 503,800,059.621.000m3Beton K.275G.6.9660,375.00660,375.00155.000kgPembesianG.6.1711,611.501,799,782.509.000m2Papan Bekisting BalokG.6.23a148,878.011,339,902.12SPL.10Plat beton tebal 12 cm4,225,506.051.000m3Beton K.225G.6.7613,475.00613,475.00110.000kgPembesianG.6.1711,611.501,277,265.008.000m2Papan Bekisting LantaiG.6.24a291,845.762,334,766.05VIII03-3436-2002PEKERJAAN PENUTUP ATAPH.6.1$1m2Pasang Atap Genteng Plentong Kecil52,335.006.1.1Bahan41,250.0025.000BuahGenteng Plentong1,650.0041,250.006.1.2Tenaga11,085.000.150OHPekerja42,500.006,375.000.075OHTukang Kayu50,000.003,750.000.008OHKepala Tukang60,000.00480.000.008OHMandor60,000.00480.00H.6.2$1m2Pasang Atap Genteng Kodok / Glasur73,585.006.2.1Bahan62,500.0025.000BuahGenteng Kodok / Glasur2,500.0062,500.006.2.2Tenaga11,085.000.150OHPekerja42,500.006,375.000.075OHTukang Kayu50,000.003,750.000.008OHKepala Tukang60,000.00480.000.008OHMandor60,000.00480.00H.6.2a$1m2Pasang Atap Genteng Press (Kebumen)61,085.006.3.1Bahan50,000.0025.000BuahGenteng Press (Kebumen)2,000.0050,000.006.3.2Tenaga11,085.000.150OHPekerja42,500.006,375.000.075OHTukang Kayu50,000.003,750.000.008OHKepala Tukang60,000.00480.000.008OHMandor60,000.00480.00H.6.2b$1m2Pasang Atap Genteng Press (Jatiwangi)55,085.006.3.1Bahan44,000.0025.000BuahGenteng Press (Jatiwangi)1,760.0044,000.006.3.2Tenaga11,085.0