Berikut ini disajikan contoh analisa harga satuan membuat 1m3 dinding beton bertulang (200kg besi + bekisting). Analisa harga satuan ini, berdasarkan SNI tentang tata cara perhitungan harga satuan.
| AHS membuat 1m3 dinding beton bertulang (200kg besi+ bekisting) | ||||
|---|---|---|---|---|
| Uraian | Koef. | Satuan | Harga Satuan | Jumlah |
| Kayu Kelas III | 0.250 | m3 | 700,000 | 175,000 |
| Paku 5cm-12cm | 3.000 | Kg | 18,000 | 54,000 |
| Minyak bekisting | 1.200 | Liter | 12,000 | 14,400 |
| 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 |
| Kayu Kelas II balok | 0.105 | m3 | 500,000 | 52,500 |
| Plywood 9mm | 2.500 | lembar | 100,000 | 250,000 |
| Dolken kayu galam, D(8-10)cm, panjang 4m | 14.000 | batang | 15,000 | 210,000 |
| Pekerja | 5.650 | OH | 100,000 | 565,000 |
| Tukang Batu | 0.275 | OH | 115,000 | 31,625 |
| Tukang Kayu | 1.560 | OH | 115,000 | 179,400 |
| Tukang Besi | 1.400 | OH | 115,000 | 161,000 |
| Kepala Tukang | 0.323 | OH | 130,000 | 41,990 |
| Mandor | 0.283 | OH | 150,000 | 42,450 |
| Total | 4,807,965 |
Analisa perhitungan diatas merupakan contoh dan harga/biaya yang digunakan diatas juga merupakan estimasi