Berikut ini disajikan contoh analisa harga satuan membuat 1m3 sloof beton bertulang (200kg besi + bekisting). Analisa harga satuan ini, berdasarkan SNI tentang tata cara perhitungan harga satuan.
| AHS membuat 1m3 sloof beton bertulang (200kg besi+ bekisting) | ||||
|---|---|---|---|---|
| Uraian | Koef. | Satuan | Harga Satuan | Jumlah |
| Kayu Kelas III | 0.270 | m3 | 700,000 | 189,000 |
| Paku 5cm-12cm | 2.000 | Kg | 18,000 | 36,000 |
| Minyak bekisting | 0.600 | Liter | 12,000 | 7,200 |
| Besi beton polos | 210.000 | Kg | 11,000 | 2,310,000 |
| Kawat beton | 3.000 | Kg | 10,000 | 30,000 |
| PC / portland cement | 336.000 | Kg | 1,300 | 436,800 |
| PB / pasir beton | 0.540 | m3 | 200,000 | 108,000 |
| KR / Kerikil | 0.810 | m3 | 180,000 | 145,800 |
| Pekerja | 0.565 | OH | 100,000 | 56,500 |
| Tukang Batu | 0.275 | OH | 115,000 | 31,625 |
| Tukang Kayu | 1.560 | OH | 115,000 | 179,400 |
| Tukang Besi | 1,4 | OH | 115,000 | 161,000 |
| Kepala Tukang | 0.323 | OH | 130,000 | 41,990 |
| Mandor | 0.283 | OH | 150,000 | 42,450 |
| Total | 4,284,265 |
Analisa perhitungan diatas merupakan contoh dan harga/biaya yang digunakan diatas juga merupakan estimasi.
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pada bagian pekerja 0.565 OH x 100.000 = 56.500
terima kasih
Itu ahsp tahun berapa ya min?
tahun 2008