| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) | Jumlah Harga (Rp) |
| A | TENAGA | |||||
| 1 | Pekerja | L.01 | OH | 1,650 | 88.193,60 | 145.519,44 |
| 2 | Tukang batu | L.02 | OH | 0,275 | 116.431,04 | 32.018,54 |
| 3 | Kepala tukang | L.03 | OH | 0,028 | 130.549,76 | 3.655,39 |
| 4 | Mandor | L.04 | OH | 0,083 | 137.609,12 | 11.421,56 |
| JUMLAH TENAGA KERJA | 192.614,93 | |||||
| B | BAHAN | |||||
| 1 | Semen Portland | kg | 413 | 1.240,00 | 512.120,00 | |
| 2 | Pasir beton | kg | 681 | 206,61 | 140.701,90 | |
| 3 | Kerikil (Maks 30 mm) | kg | 1021 | 193,75 | 197.819,98 | |
| 4 | Air | Liter | 215 | 200,00 | 43.000,00 | |
| JUMLAH HARGA BAHAN | 893.641,88 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 1.086.256,80 | ||||
| E | Overhead & Profit 10 % | 10% x D (maksimum) | 108.625,68 | |||
| F | Harga Satuan Pekerjaan (D+E) | 1.194.882,48 | ||||
A.4.1.1.10. Membuat 1 m3 beton mutu f’c = 26,4 Mpa (K300)
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