| No | Uraian | Satuan | Koefisien | |
| A | TENAGA | |||
| 1 | Pekerja | OH | 1.650 | |
| 2 | Tukang batu | OH | 0.275 | |
| 3 | Kepala tukang | OH | 0.028 | |
| 4 | Mandor | OH | 0.083 | |
| B | BAHAN | |||
| 1 | Semen Portland | kg | 326 | |
| 2 | Pasir beton | kg | 760 | |
| 3 | Kerikil (Maks 30 mm) | kg | 1029 | |
| 4 | Air | Liter | 215 |
Membuat 1 m3 beton mutu f’c = 14,5 MPa, slump (120 ± 20) mm (K175)
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