| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) | Jumlah Harga (Rp) |
| A | TENAGA | |||||
| 1 | Pekerja | L.01 | OH | 1,650 | 88.193,60 | 145.519,440 |
| 2 | Tukang batu | L.02 | OH | 0,275 | 116.431,04 | 32.018,536 |
| 3 | Kepala tukang | L.03 | OH | 0,028 | 130.549,76 | 3.655,393 |
| 4 | Mandor | L.04 | OH | 0,083 | 137.609,12 | 11.421,557 |
| JUMLAH TENAGA KERJA | 192.614,926 | |||||
| B | BAHAN | |||||
| 1 | Semen Portland | kg | 326 | 1.240,00 | 404.240,000 | |
| 2 | Pasir beton | kg | 760 | 206,61 | 157.024,143 | |
| 3 | Kerikil (Maks 30 mm) | kg | 1029 | 193,75 | 199.369,989 | |
| 4 | Air | Liter | 215 | 200,00 | 43.000,000 | |
| JUMLAH HARGA BAHAN | 803.634,131 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 996.249,058 | ||||
| E | Overhead & Profit 10 % | 10% x D (maksimum) | 99.624,906 | |||
| F | Harga Satuan Pekerjaan (D+E) | 1.095.873,963 | ||||
A.4.1.1.5. Membuat 1 m3 beton mutu f’c = 14,5 MPa, slump (120 ± 20) mm (K175)
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