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ANALISA BETON
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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 (180
kg 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
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Kayu Balok Terentang M3 0.1500 2,640,000 396,000
Dolken Ø-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 Ø-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
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Koral Beton 2/3 M3 0.7800 200,000 156,000
Kayu Balok Terentang M3 0.1050 2,640,000 277,200
Dolken Ø-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 5,649,000
Materi Terkait :
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Analisa Pekerjaan Pondasi
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Analisa HArga Satuan Pekerjaan Penutup Atap
Analisa Harga Satuan Pekerjaan Tutup Plapond
Analisa Harga Satuan Pekerjaan Lantai
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Analisa Harga Satuan Pekerjaan Kayu
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