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@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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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 )

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document

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

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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

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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

5 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

penghamparan 1 lintasan 82 mK638*Penghamparan Lapis Tipis Aspal Pasir 20 mmLatasir ( Menggunakan Buruh )K.6380PENGHAMPARAN LAPIS TIPIS ASPAL PASIR 20 mm# LATASIR ( MENGGUNAKAN BURUH ) =Pasir aspal dikirim ke lokasi pekerjaan oleh pemasok dari AMPK.230PENIMBUNAN DI DAERAH RAWA ( MENGGUNAKAN ALAT )PMaterial pilihan yang termurah untuk timbunan dikirim ke lokasi pekerjaan sejauh10 km oleh pemasok3Geotekstil atau hamparan batang kayu sudah dipasang%Material dikirim ke lokasi pekerjaanPenghamparan dengan Buldozer 61X2. 3~5 l6B 7 9dY:/Y</=?

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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

5 6.$Ex pemecah 2 : 15 t/j untuk dikirim7.2Rata - rata umur alat bantu 1 bulan orang per set P E K E R J A M a n d o r Operator Terlatih Operator Semi Terlatih SopirPekerja Tak terlatih Pekerja Semi terlatih 081082091Kerikil sungai - Royalti Alat bantu ( set & 3 alat )M3m3MRTOTAL VOL.Mesin Pecah Batu 185 HP Wheel Loader 115 HPALAT001031052212HARGA SATUAN :K.617Pembantu OperatorAspal Kg017065080 182084Buruh terlatih 106Batu pecah 3-5 cmBatu pecah 2-3 cmBatu pecah 1-2 cm023024025041062170JUMLAH ALAT 154221( DENGAN ALAT )Operator terlatih 80 HPConcrete Mixer 0

PRODUKSI KERIKIL PECAH TERSARING ( ALAT ) DAFTAR ANALISAGALIAN TANAH BIASAPekerjaPasangan Batu Belah 1 : 4M3 Batu Belah Zak PC M3 PasirTukang Batu Kepala Tukang Batu Pasangan Batu Merah 1 : 4Batu Merah Zak PCpasirPekerja M2M3 pasir Kepala Tukang BatuM3 Beton Bertulang 1 : 2 : 3Beton Cor 1 : 2 : 3M3 Split 1/2 - 2/2M3 Pasir beton PembesianKg. Besi

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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

3Bahan semen dikirim ketempat kerja oleh leveransir ESemen dengan campuran 4 % ( volume ) dicampur sampai sedalam 20 cm Wheel Tractor 60 HP Peralatan tractor dtlGrader 110 HP Mesin Gilas karet 8 - 15 TTrailer gandengan 053401191K342PEMADATAN TANAH DASAR &Pembentukan dasar jalan dengan grader Dipadatkan dengan mesin gilas /Menggunak82 mK638*Penghamparan Lapis Tipis Aspal Pasir 20 mmLatasir ( Menggunakan Buruh )K.6380PENGHAMPARAN LAPIS TIPIS ASPAL PASIR 20 mm# LATASIR ( MENGGUNAKAN BURUH ) =Pasir aspal dikirim ke lokasi pekerjaan oleh pemasok dari AMPK.230PENIMBUNAN DI DAERAH RAWA ( MENGGUNAKAN ALAT )PMaterial pilihan yang termurah untuk timbunan dikirim ke lokasi pekerjaan sejauh10 km oleh pemasok3Geotekstil atau hamparan batang kayu sudah dipasang%Material dikirim ke lokasi pekerjaanPenghamparan dengan Buldozer 61X2. 3~5 l6B 7 9dY:/Y</=?

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5 t ) / 44 HPBulldozer 110 HPPemecah Batu 200 HPDump Truck ( 5 t ) / 68 HP088Plate Vibrator TamperE-088E. 088PLATE VIBRATOR TAMPERMEMBUAT SALURAN GALIAN TANAHK.111Wheel Loader 80 HPDump Truck ( 5 t)-68 HPE2120KONTRUKSI LAPIS PONDASI BAWAH (LPB) KELAS C 7Agregat ditempatkan sepanjang jalan oleh Leveransir (Menghampar agre

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3% 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

5 rit pp/jam/trukJarak 1 rit pp < 2 km.Tidak termasuk pekerjaan pemadatan tanah dasarPenggalian dengan bulldozer dibutuhkanpekerjaan ekstraBuruh Terlatih !Gorong-gorong tak bertulang 80 cmKerikil kali disaring033014&Gorong-gorong tak bertulang dia. 80 cmM'Concrete Mixer 0

5 6.$Ex pemecah 2 : 15 t/j untuk dikirim7.2Rata - rata umur alat bantu 1 bulan orang per set P E K E R J A M a n d o r Operator Terlatih Operator Semi Terlatih SopirPekerja Tak terlatih Pekerja Semi terlatih 081082091Kerikil sungai - Royalti Alat bantu ( set & 3 alat )M3m3MRTOTAL VOL.Mesin Pecah Batu 185 HP Wheel Loader 115 HPALAT001031052212HARGA SATUAN :K.617Pembantu OperatorAspal Kg017065080 182084Buruh terlatih 106Batu pecah 3-5 cmBatu pecah 2-3 cmBatu pecah 1-2 cm023024025041062170JUMLAH ALAT 154221( DENGAN ALAT )Operator terlatih 25 M3

PRODUKSI KERIKIL PECAH TERSARING ( ALAT ) DAFTAR ANALISAGALIAN TANAH BIASAPekerjaPasangan Batu Belah 1 : 4M3 Batu Belah Zak PC M3 PasirTukang Batu Kepala Tukang Batu Pasangan Batu Merah 1 : 4Batu Merah Zak PCpasirPekerja M2M3 pasir Kepala Tukang BatuM3 Beton Bertulang 1 : 2 : 3Beton Cor 1 : 2 : 3M3 Split 1/2 - 2/2M3 Pasir beton PembesianKg. Besi

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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

Pemadatan dengan grader bergetar yang kecil :10 Cm timbunan padat dibutuhkan pada 1 m lebar bahu jalan HBahan timbunan yang terpilih dikirm leveransir sampai dengan pekerjaan ?Leveransir meletakkan material timbunan disepanjang bahu jalan Material disebar dengan grader Buruh Semi Terlatih 012Mesin Gilas bergetar 1 ton 087K.424MEMBERSIH

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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

7 Lt/m2/Menebarkan agregat / batu pecah 1

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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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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

2 cm dengan ggradasi seragam dua lapis GAgregat ukuran 1-2 cm dan pemcah batu ditimbun dilokasi pekerjaan oleh Leveransir ?Permukaan yang diaspal harus sudah dipadatkan diadakan binding Bitumen residu yang di pakai : Peralatan tracktor dllMesin gilas roda keret 8-15 TDump truck 3

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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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kemampuan 3750 m2/jam )./5Menggunakan alat berat ( 2000 m2 bahu jalan / hari ) 200 m3 timbunan padat perhari m33000 m2 / km satu sisi !Hasil kerja : 60 m2 / hari orang &Penggunaan alat bantu + 1 bulan orang CHasil kerja menghampar dan memadatkan 600 M2/hari ( 4m x 150 m ) 3 l/m27Volume aspal cair untuk tack coat / prime coat 0.8 l/m26)Menggunakan peralatan berta 1750 m2/hari "#BJ asbuton padat 1

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--Menggunakan tenaga manusia 400 m2 per hari !"<Menggunakan : 135 M3 batu ; pecah mesin dengan binder 24 m3;3atau 140 m3 kerikil pecah mesin dengan binder 15 M39 ton/m3%Menggunakan alat berat 1500 m2 / hariBJ Asbuton padat 2.2 ton / m3Compressor 210 m3 / jam M 2-Menggunakan tenaga manusia ( 1600 m2 / hari )#$BJ Padat 1

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9 t / m37Lapis tack / pengikat aspal cutback dihampar 0

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agregat penutup aspal )adalah harga dilokasi proyek 8Agregat dikirim samapi tempat pekerjaan oleh Leveransir Batu pecah 3-5 cm Batu pecah 2 - 3 cm Batu pecah 1 - 2 cm Mesin Gilas 3 Roda 8-10 TDump truck ( 3

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5 l / m26&BJ Padat 2.25 t/ m3 tebal padat 5 cm Produksi 900 m2 padat Disemprot tack coat 0

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5 T ) / 115 HP K.621)PENGHAMPARAN DAN PEMDATAN LATASIR 2 CM ( MENGGUNAKAN ALAT ) /Supplier mengirim material sampai bin spreader 2Material dihampar dengan spreader dan dipadatkan 0dengan mesin gilas baja dan roda ban pneumatic 8pasir aspal dikirim oleh Leveransir ke tempat pekerjaan %Rata - rata tebal lapisan padat 3 cm Campuran Latasir

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4 l/m2Compresor 210 M3/jam

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analisa ee-k 2009 januari

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