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AZ"@wKAYZ;~ @ZA @ZO vRA f9ArdhaniMaster EE dan OE2009EE 2009-edisi Januari.xlsharga bahanANALISA harga-sat-pekYZ)| @Z* @Z7 ZAZ: AZ<@ AZ>`AZF @Z
@ZԷ~ @Z @Z@Z0@ZY @Z @J ;9 ;0 ;3 ;T " *U5Pemadatan dengan mesin gilas 3 roda dan penyelesaian !akhir dengan mesin gilas bergetarPembantu operatorTimbunan pilihsnAlat bantu ( set @ 3 alat )050Buldozer 110 HPMesin gilas 3 rodaTruk tanki air!Mesin gilas bergetar 6 - 7 tonneTebal perkerasan total 7 cm *Hasil kerja 2000 m 2/ minggu ( 6 hari
mesin gilas .Batu sudah dipecah Tanah dasar sudah disiapkan . Dipadatkan samapi tebal 20 cm .BMaterial - material dikirim ke tempat Pekerjaan oleh Leveransir Batu belah 10/15 Batu pecah 5-7 cm Pasir Urug0200222KONTRUKSI LAPIS PONDASI ATAS ( LPA ) KELAS A( MENGGUNAKAN ALAT ) 5Agregat ditempatkan disepanjang jalan oleh Leveransir"Menghampar agregat dengan grader 2Pemadatan dengan mesin gilas bergetar Grader 110 HPGrader 115 HP/Membuat Parit Galian Tanah ( Menggunakan Alat )K111MEMBUAT PARIT GALIAN TANAH2MEMBENTUK BADAN JALAN / SUBGRADE DENGAN TIMBUNAN/Material dihampar (maksimum setiap lapis 20 cm)9Setiap lapis (20 cm) dipadatakan minimal 4 kali lintasan dengan roller 8 ton)Menggunakan peralatan berat (120 m3/hari)Mesin Gilas Roda Karet 8-15 TTruck Tanki Air 68 HP0Menyediakan Sirtu Tersaring ( Menggunakan Alat )6Membentuk Badan Jalan / Subgrade Dengan Timbunan BiasaPILIHAN ( MENGGUNAKAN ALAT ) K.311 ATanah UrugTanah Urug PilihanK311 A8Membentuk Badan Jalan / Subgrade Dengan Timbunan Pilihan-MEMBUAT PASANGAN BATU PADA PARIT GALIAN TANAHK.112-Material dikirm dan ditimbun oleh Leveransir .Penghamparan dan pemadatan sampai tebal 10 cm &Tambahkan binder untuk mengisi rongga Mesin Gilas bergetar 1 tone Truck tangki air 68 HP 0102KONTRUKSMinyak bakar Campuran Laston AtasTonne026Mesin Gilas roda karet 8- 15 TMesin penyemprot aspal 1000 LMesin penghampar 1Trailer TowedE-191E. 401TRACTOR EQUIPMENTChipspreader 211130K.422.MEMBERSIHKAN RUMPUT DAN TANAMAN DI BAHU JALAN DI BAHU JALAN ( BURUH ) 0Potok semak belukar yang tumbuh pada bahu jalan AMP 30 T/HAsphalt FinisherWater Tank TruckDump Truck 3.5 tDump Truck 5 t Flat Bed TruckConcrete MixerMesin Gilas 3 roda 8 - 10 T Sprayer aspal 200 l K.641Menggunakan peralatan Compresor E. 341Water PumpLOADER WHEELED=( 1 TAHUN = 300 HARI KERJA dengan grader011Dump Truck 5 T - 68 HPGrader 115 HP K321=Membentuk Badan Jalan / Subgrade Di Daerah Galian Tanah Biasa( dengan Alat )<Penggunaan alat bantu rata-rata 1 set untuk 1 orang perbulan#Ganti rugi kerikil sungai - royaltyK.014MENYEDIAKAN SIRTU TERSARING?Menggunakan alat berat (160 m3/hari) dengan 6 jam kerja perhariindustri per 1 fkan alat )K6370Pelapisan ulang atau penetrasi makadam 7 cm LPA K641K3111PELAPISAN ULANG ATAU PENETRASI MAKADAM 7 CM LPA DIREKTORAT JENDERAL BINA MARGA DIREKTORAT < BINA PROGRAM JALAN SUB. DIT PERENC. JALAN LOKAL DANKABUPATEN .KODE PROPINSI : JAWA TENGAH KODE :ANALISA HARGA SATUAN 4PENGUPASAN TANAH DAN PEMBERSIHAN SEMAK PADA DAMIJA ( MENGGUNAKAN BURUH ) KOTA : T E G A L: TANGGAL KODEK. 210URAIAN 1.$Mengupas dan membuang semak - semak dengan tenaga manusia pada DMJ ( Daerah Milik Jalan ) ANGGAPAN :2. 3.2Penggunaan alat bantu rata - rata 1 bulan - orang 4.$Bakarlah sampah di tempat pekerjaan PEKERJAVOLHARITOTAL VOLUME ( Org. Hr. )UPAH ( Rp. / Hari / Orang )BIAYA( Rp. )SUB. TOTAL P E K E R J A PEKRJAMTILMandorBuruh Tak Terlatih 061101JUMLAHSATUANSATUAN ( Rp. )HARGA Alat Bantu SetMATERIALM A T E R I A L PERALATANNTOTALPer HARGA SATUAN Rp.VOLUME : SATUAN JAM KERJA( Rp./ Jam )SUB. JUMLAH DISIAPKAN OLEH 4Menggunakan tenaga manusia ( 9 m x 100 m / hari ) 3MEMPERGUNAKAN KERIKIL SUNGAI ( MENGGUNAKAN ALAT )K. 017.........PROPINSI : JAWA TENGAH PROSES :+Buldozer membuat timbunan dipinggir sungai 2.Batu BelahBulldozer 100 HPMotor Grader 115 HPPemecah Batu 30 T/J 140 HPPemecah Batu 20 T/J 95 HPScreening Plant 80 HPLoader Wheeled 115 HPTractor Wheleed 60 HPPlate Vibrator Tamper 4 HPConcrete Vibrator 4 HPSprayer Selfprop 1000 LKeteranganC( 1 TAHUN = 300 HARI KERJA Sub Total B.0BIAYA OPERASI ( OPERATION COSTS ( ( Rp./Jam )*Kebutuhan bahan bakar dan pelumas tiap HP DieselBensinPelumasLiter / HP / JamHarga : Solar / Minyak / LiterBahan Bakar Pelumas Perbaikan & SparePart = ( 60 % x Depresiasi ) Ban =Harga BanUmur Ban= Rp.Sub Total.TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :A + BJumlah Bulat +/ JamSPRAYER SELFPROP 1000 LE( 1 TAHUN = 300 HARI KERJA BULLDOZER =( 1 TAHUN = 300 HARI KERJA Kg. Kawat Kepela Tukang Batu Cetakan Beton / Bongkar Siram M3 Papan Cetak Kg. PakuTukang Kayu Kepala Tukang Kayu G 411 M3 Beton CorI.2Pembesian 125 Kg = F. 8 Cetakan Beton dan Bongkar Siram NO.URAIAN(Rp.)Bulldozer
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Compressor#DAFTAR HARGA BAHAN DAN UPAH TENAGAI.TENAGA KERJAMandor LapanganHariMekanikL.071Mekanik PembantuL.072TukangL.073Pembantu TukangL.079Operator TerlatihL.081Operator kurang terlatihL.082L.089Sopir TruckL.091L.092L.099Buruh lapangan tak terlatihL.101Buruh lapangan kurang terlatihL.103Buruh lapangan terlatih.!Mesin PencamAlat bantuSopir TerampilPlesteran 1 : 4TENAGA :UMUR BAN :SPRAYER Propinsi Jawa Tengah E. 211E. 212E. 080E. 154E. 182E. 221E. 053E. 081E. 087E. 089E. 155Jenis Alat Harga Harga Ban Harga Alat Umur Kerja DISIAPKAN OLEH :TANGGAL :DISIAPKAN OLEH :TANGGAL :M.064ANALISA BIAYA PEKERJAAN PEMBULATAN*PERANCAH (BEKISTING) UNTUK BETON BERTULANGK.710Tukang batuBuruh semi terlatih073Paku jembatanKayu bekistingkgKayu BekistingM.166M.180K7102Perancah (begisting) untuk Beton Bertulang (Buruh)K.715Besi beton dan Kawat Beton: kg9Penulangan Beton (MemotongPC (50 kg)Alat Penggetar Beton 4 HPConcrete Mixer 125 L/6 HPPompa Air (dia 5 cm) 30 m3/jam: m3CONCRETE MIXER 02)Dicampur dan dipadatkan 1200 m2 per hari *Kemampuan kerja 2400 ( 4 x 600 ) m2/hari #$0Kebutuhan aspal 1Minyak Bakar "Kerikil sungai - dipungut Royalti Lt063Truk bak terbuka 3t - 44 HP Alat pengaduk beton 0Pemecah Batu 155'MEMPRODUKSI LAPIS TIPIS ASPAL BETON +( LATASTON ) ( MENGGUNAKAN ALAT / MESIN ) #Hasil produksi mesin 100 t / hari *Pengangkutan dengan dump truck tertutup dengan dengan terpal Buldozer K.3114MEMBENTUK BADAN JALAN / SUBGRADE DENGAN TIMBUNAN ( MENGGUNAKAN ALAT ) 3Material dihampar ( maksimum setiap lapis 20 cm ) 3Setiap lapis ( 20 cm ) dipadatkan minimal 4 kali lintasan dengan roller 8 ton ;Harga material galian berdasarkan harga di lokasi pekerjaanBuruh Tak Terlatih Pasir urug 040 Mesin Gilas roda karet 8 Alat BantuBatu pecah 5-7 cmM.022K040.Memproduksi dan Mengangkut Aspal Beton ( Alat)K.040*MEMPRODUKSI DAN MENGANGKUT ASPAL BETON( MENGGUNAKAN ALAT / AMP ) /Dump truk memuat dan membongkar sampai screeder1Hasil produksi mesin 20 t / jam - 5 jam / hari #Memakai alat berat ( 100 t / hari )Memakai agregat pecah tersaring*AMP didirika
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5 ton/115 HPK885
disertai dengan truck air Menggunakan peralatan berat
Grader 115 HP/Membuat Parit Galian Tanah ( Menggunakan Alat )K111MEMBUAT PARIT GALIAN TANAH2MEMBENTUK BADAN JALAN / SUBGRADE DENGAN TIMBUNAN/Material dihampar (maksimum setiap lapis 20 cm)9Setiap lapis (20 cm) dipadatakan minimal 4 kali lintasan dengan roller 8 ton)Menggunakan peralatan berat (120 m3/hari)Mesin Gilas Roda Karet 8-15 TTruck Tanki Air 68 HP0Menyediakan Sirtu Tersaring ( Menggunakan Alat )6Membentuk Badan Jalan / Subgrade Dengan Timbunan BiasaPILIHAN ( MENGGUNAKAN ALAT ) K.311 AMENGHAMPAR LAPIS PONDASI ATAS ASPAL BETON *( LASTON ATAS ) ( MENGGUNAKAN ALAT ) 'Permukaan jalan dibersihkan dan kering (Siram aspal pengikat pada tara 082 m 301K.612!LABURAN ASPAL PASIR ( BURAS ) ( MENGGUNAKAN ALAT ) 0Hanya berfungsi sebagai penutup permukaan jalan supaya tidak berdebu etcE( 1 TAHUN = 300 HARI KERJA Bersihkan rumput/semak dari bahu jalan dan aspalanFHasil dimuat dalam dump truk kap. 5 t dan dikirim ke tempat pekerjaan Mesin Pencampur aspal 5Menggunakan tenaga manusia ( 2x1Hotmix dikirim leveransir sampai ke spreaderSpec BM 8/PT/BM'Pengisian material sampai bin spreader2material dihamparkandengan spreader dan dipadatkan3dengan mesin gilas roda baja dan ban roda pneumatic1Pemadatan awal min 110 c
1 HARI = 20 trip/jam/tr untuk mengangkut material jarak 10 km dari sumber4Kapasitas penyaringan 18 ton/jam dengan oversize 25%1Bulldozer menggusur lapis penutup dan menyiapkan kerikil untuk wheel loaderKerikil disaringLoader mengisi truk/Dump truk mengangkut kerikil ke lokasi timbunanatau pekerjaan.Operator semi terlatihBuruh Tak Terlatih 102Buruh
kan alat )K6370Pelapisan ulang atau penetrasi makadam 7 cm LPA K641K3111PELAPISAN ULANG ATAU PENETRASI MAKADAM 7 CM LPA DIREKTORAT JENDERAL BINA MARGA DIREKTORAT < BINA PROGRAM JALAN SUB. DIT PERENC. JALAN LOKAL DANKABUPATEN .KODE PROPINSI : JAWA TENGAH KODE :ANALISA HARGA SATUAN 4PENGUPASAN TANAH DAN PEMBERSIHAN SEMAK PADA DAMIJA ( MENGGUNAKAN BURUH ) KOTA : T E G A L: TANGGAL KODEK. 210URAIAN 1.$Mengupas dan membuang semak - semak dengan tenaga manusia pada DMJ ( Daerah Milik Jalan )
Wheel Loader memuat ke truk yang membongkarbatu ditempat penyaringan .Batu oversize dipecah mesin 0Hasil pecahan batu dicampur kembali dengan batu !dari sungai yang lolos saringan .>Batu diambil dari sungai dan diangkut ketempat pemecahan batu sungai yang lolos saringan .5.JVolume yang diukur berdasarkan 5 tonne / truk ( lepas ) 38 HPSprayer 1 HARI = 5 Jam Kerja=A.2BIAYA PEMILIKAN ( OWNER SHIP COSTS) ( Rp./Jam) :Depresiasi %% x Alat x ( CRF ) x Jam / Tahunx = Rp.lain - lain Asuransi 3
1 HARI = 4 Jam Kerja )DUMP TRUK 3 1 HARI = 4 Jam Kerja )E. 031PEMECAH BATU 30 T/J;( 1 TAHUN = 300 HARI KERJA
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8 l/m34Hamparkan agregat pengunci split 1-2=990 m2/m3 dan Tebal lapisan penetrasi 5 cm DIBULATKAN Rp.L.061No.ANALISA( Rp.)K.016K.018K.026TonK.035K.522K.520K.528 TOWED 400 LTRACTOR WHELEEDMESIN GILAS TANDEM 6 - 10 TON MESIN GILAS BERGETAR 1 TON CONCRETE VIBRATOR AMP 30 T/H Direktorat Jenderal Bina Marga Direktorat Bina Program Jalan Sub Dit Perencanaan Jalan Lokal dan Kabupaten Biaya Alat Untuk Perhitungan Analisa Biaya Pekerjaan KodeDisiapkan Oleh :Kota Tegal
MENYEDIAKAN KERIKIL SUNGAI ( TERSARING ) URAIAN :#Buldoser menimbun stock disungai Loader mengangkat muatan truk 1Kerikil disaring di instalasi penyeringan sesuai ukuran yang dikehendaki 4Dump Truck mengangkut kerikil sungai yang disaring $kelokasi penimbunan atau pekerjaan .4Wheel loader mengisi 6 truk / jam ( 6 jam kerja )*Pengangkutan pada jarak 10 Km dari sumber ( Menggunakan Buruh )6Menghampar lapis permukaan aspal beton ( laston ) / AC?Menghampar lapis pondasi atas aspal beton ( laston atas ) / ATB
Membengkok dan Memasang Besi)K7159PENULANGAN B< ETON (MEMOTONG125 M3/6 HPE. 251E-251$Beton Non Struktur / Rabat ( K-125 )K720Beton Struktur K.175K725K.725'BETON STRUKTUR / KONSTRUKSI KELAS K-175K810Konstruksi Pasangan BatuKONSTRUKSI PASANGAN BATUK.810ITEM PEKERJAAN@Pengambilan material dipungut pembayran ganti rugi yang berlakuCVolume yang diukur berdasarkan 5 tonne / truk ( lepas2 Lt/m2 aspal residu 05 m3/20 HPBuldozer 110 HP Mesin Pecah Batu 200 HP Loader Dump truck 5t - 68 HP 7MEMPRODUKSI CAMPURAN ASPAL BETON UNTUK LAPIS PONDASI *ATAS ( LASTON ATAS ) ( MENGGUNAKAN ALAT )Loader menjaga bin tetap penuh Produksi mesin 100 t / hari !Dimuat dengan Dump truck ditutup terpal untuk menjaga temperatur Dipakai agregat pecah tersaring 1Aspal dipanaskan dahulu agar siap pada waktunya .;Biaya produksi termasuk pengangkutan sampai 10 Km dari AMP )Spesifikasi BM . No. 03 / PT / B / 1983 Mekanik ; terlatih Operator Semi Terlatih Buruh tak Terlatih Buruh semi Terlatih Wheel Loader 115 HP Mesin Pencampur aspal 3o T / j Dump truck 5t - 145 HP HRS dari AMP dengan produksi 100 t / hari 1Aspal dipanaskan duluan agar siap pada waktunya AProduksi dimuat dengan truk 5 ton Semen disebarkan dan dicampur kedalam tanah -gembur tersebut diberi air sampai kelembaban optimum dan dipadatkan 1Menggunakan tenaga manusia = 5 m x 250 / hari ) Badan jalan telah dibentuk 8Tanah digemburkan dengan tenaga manusia sedalam 15 cm :Bahan semen dikirim sampai ditempat kerja oleh Leveransir >Semen dicampur dengan tanah sedalam 15 cm mesin gilas roda baja dan roda ban pneumatic:Material dihampar dengan mesin spreader
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MENYEDIAKAN KERIKIL SUNGAI ( TERSARING ) URAIAN :#Buldoser menimbun stock disungai Loader mengangkat muatan truk 1Kerikil disaring di instalasi penyeringan sesuai ukuran yang dikehendaki 4Dump Truck mengangkut kerikil sungai yang disaring $kelokasi penimbunan atau pekerjaan .4Wheel loader mengisi 6 truk / jam ( 6 jam kerja )*Pengangkutan pada jarak 10 Km dari sumber ( Menggunakan Buruh )6Menghampar lapis permukaan aspal beton ( laston ) / AC?Menghampar lapis pondasi atas aspal beton ( laston atas ) / ATB
MEMBENGKOK DAN MEMASANG BESI)&BETON NON STRUKTUR / RABAT KELAS K-125K.720Kerikil Pecah Tersaring 5 1.0 trip / jam / tr.@Penggunaan alat bantu rata - rata 1 set untuk 1 orang perbulan.8.HKapasitas 96 l/m3/%Pasir disebar rata - rata 55 m2 / m 3$hasil kerja 600 m2 / hari PENAMBALAN JALAN ASPALK.880Rata-Rata kedalaman 10 cmTermasuk Pengadaan Material
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screening rata - rata 18 ton / jam Rata-Rata Hasil Kerja Kelompok 200 m2/minggu#Penggunaan alat bantu 1 bulan-orang6Menggali persegi sampai LPA
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5 t ) / 44 HPMesin Gilas Tandem 6 - 10 T ( MENGGUNAKAN ALAT ) 7MENGHAMPAR LAPIS PERMUKAAN ASPAL BETON ( LASTON )K.870(Memperbaiki Penurunan ( Jalan Kerikil ) K870*MEMPERBAIKI PENURUNAN ( JALAN KERIKIL ) ( MENGGUNAKAN BURUH ) 5Pengadaan agregat di tempat pekerjaan oleh LeveransirGalian sedalam 40 CmFTruk menyingkirkan m
1 HARI = 5 Jam Kerja )Motor GraderE-010E. 032PEMECAH BATU / CRUSHER 20 T/HPemecah Batu 20 T/JE-032E. 040SCREENING PLANTScreening PlantE-040E. 191TRAILER TOWED 1 TON=( 1 TAHUN = 300 HARI KERJA ditimbun ditempat pekerjaan oleh Leveransir GPermukaan yang dilabur telah selesai digilas dan terikat dengan binder Peralatan tractor dll!Mesin Gilas roda keret 8 - 15 T Dump truck 3 rata - rata luas yang dibersihkan 'Sampah / reruntuhan dibuang sejauh 1 km"Penggunaan alat bantu 1 bln orang K.616/PELAPISAN ULANG ATAU LABURAN ASPAL LAPIS KEDUA !( BURDA 2 ) ( MENGGUNAKAN ALAT ) &Bersihkan perkerasan aspal yang lama 5Panaskan dan semprotkan aspal dengan heater /sprayer -Laburkan pasir kerikil dan digilas pneumat3% dan batu lolos saringan pada mesin dengan produksi 15 ton/jam?70% batu yang sudah dipecah dicampur kembali dengan batu dari 3Pemecahan dalam dua tahap produksi akhir 18 t / jam'Pemakaian ulang 3 t / jam dan 8% hilang1 rit pp/jam/truk'jauh pengiriman 10 km dari sumber bahan2Rata - rata umur alat bantu 1 bulan/orang per set : tonton;Dimuat dalam dump truk 5 t dan dikirim ke tempat pekerjaan %Spesifikasi BM . No. 12 / PT / 1983 Truck tangki air 115 HP E. 157Asphalt Finisher E. 252Concrete Mixer E. 301
1 HARI = 2 Jam Kerja )K0165Menyediakan kerikil sungai ( tersaring ) ( dg. Alat )K017GProduksi kerikil pecah tersaring ( alat ) mempergunakan kerikil sungai #kerikil sungai ( menggunakan alat )K0184Produksi batu pecah tersaring ( alat ) mempergunakan batu quarry ( menggunakan alat )K0201Memproduksi campuran latasir ( menggunakan alat )K03 m di bawah permukaan tanah dasar)Pengadaan pipa sampai di tempat pekerjaan'Menempatkan pipa ditempat gorong-gorong5Timbun dan padatkan sekelililng pipa sampai permukaantanah dasar3Jika tambahan/penggantian gorong-gorong
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dengan ditambah bagian 'halus 20 % dan terjadi oversize 30 % Jumlah Orang Hari Sopir Buruh Semi Terlatih Hari Orang Kerikil sungai royalti $Ganti Rugi Kerikil sungai royalti Volume Satuan Bulldozer 110 HpMesin Penyaring 8 HpWheel Loader 80 HP Dump Truck ( 5 T ) - 68 HP 040-Buldozer membuat timbunan di pinggir sungai . lubang yang akan ditambal"Gantikan LPA tersebut dan padatkanTAHUN ANGGARAN 2009HARGA SATUAN PEKERJAAN ( EE )ANALISA K TAHUN ANGGARAN 2009TAHUN ANGGARAN 2009Sapu bersih permukaan/Semprotkan dengan prime coat dan ditutup lapis permukaan baru.Buruh TerlatihMinyak bakarLtrKerikil Sungai - RoyaltyKerikil Sungai tersaringSprayer a
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Wheel Loader memuat ke truk yang membongkar batuditempat penyaringan .Batu over size dipecah mesin .dari sungai yang lolos .1Hasil pecahan batu dicampur kembali dengan batu HVolume yang diukur berdasarkan 5 tonne / truk ( lepas ) 6 litre /m2);Agregat halus 1
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tebal padat 10 cm padat Jkerikil kali tanpa disaring dikirim Leveransir sampai ditempat pekerjaan .Alat bantu Kerikil sungai tanpa disaring 013Mesin Gilas 3 roda 8 - 10 TK.5160KONTRUKSI LAPIS PONDASI BAWAH (LPB) TELFORD&Material disiapkan dilokasi pekerjaan Menghampar pasir setebal 5 cm sendiri 3Batu pecah berukuran besar ( 10 - 15 cm ) disusun 6Batu pecah yang lebuih kecil mengisi rongga diatasnya 3sehingga rata kemudian dipadatkan / digilas dengan
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12 cm disebar dari Dump Truck tiap 50 m2/m378:Hasil kerja 1800 m2/hari 7Campuran flux bitumen disemprotkan tiap 1.3 litre / m263Agregat halus tersaring 10 mm dihampar tiap m2 / m3-.23Menggunakan peralatan berat kapasitas 450 m2/hari
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0 trip / tr.setMesin Pemecah batu 185 HP Wheel Loader 115 HP Dump Truck ( 5 T ) - 145 HP )PRODUKSI BATU PECAH TERSARING ( ALAT )0MEMPERGUNAKAN BATU QUARRY ( menggunakan alat ) MEMPRODUKSI CAMPURAN LATASIR ( MENGGUNAKAN ALAT ) +Semua material dikirim oleh Suplier ke AMP K.020(Wheel Loader menjaga bair selalu penuh .Produksi mesin 100 t / h-!disiram primer aspal cair 1 l/m2 lapis 1 sebanyak 1
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material diolah dua kali .M3: M 3 M 3!hasil kerja 25 m 2/ orang - hari M 20Menggunakan peralatan berat ( 120 m 3 / hari ) $&: M 3M 35pencampur dan 4 lintasan pp 6 l/m2lapis 2 sebanyak 1
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produksi campuran 3 t / hari $Produksi ditutup agar tetap kering =Agregat aspal masing - masing dipanaskan sebelum dicampur .)Pengisian ke bin shovel tangan ( skop ) 7Kapasitas campuran 6 ton / hari bekerja
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5 l/m2'Taburkan pasir ( binder ) pada 90 m2/m3Buruh Tak Terlatih Buruh Terlatih CHIP SPREADER 3 TLoader WheeledE-053Tractor WheleedE-130E-001E-031E-052E-080E-081E-084E-087E-089E-153E-154E-155E-157E-182E-211E-212E-221E-252E-301E-341Pemecah Batu 30 T/JThree Wheel Roller 8-10 TonTandem Roller 6-10 TonPneumatic Tire Roller 8-15
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5 jam / hari ;Material ditimbun dekat mixer
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dilindungi dengan ditutup EProduksi dimuat dengan tenaga orang ke dalam truk muat 3 ton dikirim sejauh 10 Km ;Produksi dibongkar dengan tenaga orang ditempat pekerjaan .Rata - rata umur alat bantu 1 bulan/orang/set Dikirim agregat pecah tersaring Pekerja Tak Terlatih Pekerja Semi Terlatih Minyak Flux
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