ANALISA BETON __ Analisa Harga Satuan Pekerjaan Beton

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ANALISA BETON

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  • HOME ABOUT KONTAK DISKUSI

    PENJELASAN ORDER BONUS

    NO URAIAN SAT VOLUME HRG.SAT JUMLAH

    D-17r21 M3 Sloof Beton Tulang 15/20 (180 kg

    besi + bekisting) 4dia. 12 ring 8-15

    Kayu papan terentang M3 0.2700 2,850,000 769,500

    Paku Biasa 2" - 5" Kg 2.0000 23,400 46,800

    Besi Beton Kg 180.0000 16,500 2,970,000

    Kawat Beton Kg 3.0000 27,700 83,100

    Semen Portland Kg 323.0000 1,200 387,600

    Pasir Beton M3 0.5200 225,000 117,000

    Koral Beton 2/3 M3 0.7800 200,000 156,000

    Pekerja Oh 4.8500 55,000 266,750

    Tukang Batu Oh 0.3500 70,000 24,500

    Tukang Kayu Oh 1.5600 70,000 109,200

    Tukang Besi Oh 1.4000 70,000 98,000

    Kepala Tukang Oh 0.3310 80,000 26,480

    Mandor Oh 0.1700 85,000 14,450

    Jumlah 5,069,380

    Dibulatkan 5,069,380

    1 M3 Kolom Beton Tulang 15/20 (180kg besi + bekisting) 4dia.12 8-15

    Kayu papan terentang M3 0.4000 2,850,000 1,140,000

    Paku Biasa 2" - 5" Kg 4.0000 23,400 93,600

    Minyak Bekisting Ltr 40,500 -

    Besi Beton Kg 180.0000 16,500 2,970,000

    Kawat Beton Kg 1.8000 27,700 49,860

    Semen Portland Kg 323.0000 1,200 387,600

    Pasir Beton M3 0.5200 225,000 117,000

    Koral Beton 2/3 M3 0.7800 200,000 156,000

    ANALISA BETON >> Analisa Harga Satuan Pekerjaan Beton http://www.softwarerab.com/analisa-harga-satuan-pekerjaan-beton.htm

    1 of 4 07/02/2015 4:12

  • Kayu Balok Terentang M3 0.1500 2,640,000 396,000

    Dolken -8-10/4m Btg 20.0000 15,000 300,000

    Pekerja Oh 7.3000 55,000 401,500

    Tukang Batu Oh 0.3500 70,000 24,500

    Tukang Kayu Oh 3.3000 70,000 231,000

    Tukang Besi Oh 2.1000 70,000 147,000

    Kepala Tukang Oh 0.5700 80,000 45,600

    Mandor Oh 0.2500 85,000 21,250

    Jumlah 6.480.910

    Dibulatkan 6.481.000

    1 M3 Balok Beton Tulang 15/20

    sofi-sofi, ring balk + balok poratl (180

    kg besi + bekisting) 4dia. 12, 8-15

    Kayu papan terentang M3 0.3200 2,850,000 912,000

    Paku Biasa 2" - 5" Kg 3.2000 23,400 74,880

    Besi Beton Kg 180.0000 16,500 2,970,000

    Kawat Beton Kg 2.2500 27,700 62,325

    Semen Portland Kg 323.0000 1,200 387,600

    Pasir Beton M3 0.5200 225,000 117,000

    Koral Beton 2/3 M3 0.7800 200,000 156,000

    Kayu Balok Terentang M3 0.1400 2,640,000 369,600

    Dolken -8-10/4m Btg 16.0000 15,000 240,000

    Pekerja Oh 5.9600 55,000 327,800

    Tukang Batu Oh 0.3500 70,000 24,500

    Tukang Kayu Oh 2.8000 70,000 196,000

    Tukang Besi Oh 1.4000 70,000 98,000

    Kepala Tukang Oh 0.4550 80,000 36,400

    Mandor Oh 0.2080 85,000 17,680

    Jumlah 6.412.865

    Dibulatkan 6,413,000

    D-291 M3 Tangga Beton Tulang (90 kg besi

    + bekisting)

    Kayu papan terentang M3 0.2500 2,850,000 712,500

    Paku Biasa 2" - 5" Kg 3.0000 23,400 70,200

    Minyak Bekisting Ltr 1.2000 40,500 48,600

    Besi Beton Kg 90.0000 16,500 1,485,000

    Kawat Beton Kg 3.0000 27,700 83,100

    Semen Portland Kg 323.0000 1,200 387,600

    Pasir Beton M3 0.5200 225,000 117,000

    ANALISA BETON >> Analisa Harga Satuan Pekerjaan Beton http://www.softwarerab.com/analisa-harga-satuan-pekerjaan-beton.htm

    2 of 4 07/02/2015 4:12

  • Koral Beton 2/3 M3 0.7800 200,000 156,000

    Kayu Balok Terentang M3 0.1050 2,640,000 277,200

    Dolken -8-10/4m Btg 14.0000 15,000 210,000

    Pekerja Oh 5.6000 55,000 308,000

    Tukang Batu Oh 0.3500 70,000 24,500

    Tukang Kayu Oh 2.3000 70,000 161,000

    Tukang Besi Oh 1.4000 70,000 98,000

    Kepala Tukang Oh 0.4050 80,000 32,400

    Mandor Oh 0.2020 85,000 17,170

    Jumlah 4,188,720

    Dibulatkan 4,189,000

    3

    1 M3 Membuat Plat Lantai Tb. 10 Cm

    Beton Bertulang ( 90 Kg Besi +

    Bekisting )

    Kayu Terentang M3 0.4000 2,850,000 1,140,000

    Paku Biasa 2" - 5" Kg 4.0000 23,400 93,600

    Minyak Bekisting Ltr 2.0000 40,500 81,000

    Besi Beton Polos Kg 90.0000 16,500 1,485,000

    Kawat Beton Kg 3.0000 27,700 83,100

    Kayu Balok Terentang M3 0.1050 151,100 15,866

    Plywood Tebal 9 mm Lbr 3.5000 151,100 528,850

    Dolken kayu Galam o - 8-10/4 m Btg 60.0000 15,000 900,000

    Semen Portland Kg 323.0000 1,200 387,600

    Pasir Beton M3 0.5200 225,000 117,000

    Koral Beton 2/3 M3 0.7800 200,000 156,000

    Pekerja Oh 5.2000 55,000 286,000

    Tukang Batu Oh 0.3500 70,000 24,500

    Tukang Kayu Oh 3.3000 70,000 231,000

    Kepala Tukang Oh 0.3650 80,000 29,200

    Mandor Oh 1.0600 85,000 90,100

    Jumlah 5,648,816

    Dibulatkan 5,649,000Materi Terkait :

    Analisa Harga Satuan Pekerjaan Konstruksi

    Analisa Pekerjaan Tanah

    Analisa Pekerjaan Pondasi

    Analisa Pekerjaan Beton

    Analisa Pekerjaan Dinding

    Analisa Pekerjaan Plesteran-Acian

    Analisa HArga Satuan Pekerjaan Penutup Atap

    Analisa Harga Satuan Pekerjaan Tutup Plapond

    Analisa Harga Satuan Pekerjaan Lantai

    ANALISA BETON >> Analisa Harga Satuan Pekerjaan Beton http://www.softwarerab.com/analisa-harga-satuan-pekerjaan-beton.htm

    3 of 4 07/02/2015 4:12

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    ANALISA BETON >> Analisa Harga Satuan Pekerjaan Beton http://www.softwarerab.com/analisa-harga-satuan-pekerjaan-beton.htm

    4 of 4 07/02/2015 4:12

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