| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) | Jumlah Harga (Rp) |
| A | TENAGA | |||||
| 1 | Pekerja | L.01 | OH | 2,100 | 88.193,60 | 185.206,56 |
| 2 | Tukang batu | L.02 | OH | 0,350 | 116.431,04 | 40.750,86 |
| 3 | Kepala tukang | L.03 | OH | 0,035 | 130.549,76 | 4.569,24 |
| 4 | Mandor | L.04 | OH | 0,105 | 137.609,12 | 14.448,96 |
| JUMLAH TENAGA KERJA | 244.975,62 | |||||
| B | BAHAN | |||||
| 1 | Semen Portland | kg | 448 | 1.240,00 | 555.520,00 | |
| 2 | Pasir beton | kg | 667 | 206,61 | 137.809,35 | |
| 3 | Kerikil (Maks 30 mm) | kg | 1000 | 193,75 | 193.751,20 | |
| 4 | Air | Liter | 215 | 200,00 | 43.000,00 | |
| JUMLAH HARGA BAHAN | 930.080,55 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 1.175.056,17 | ||||
| E | Overhead & Profit 10 % | 10% x D (maksimum) | 117.505,62 | |||
| F | Harga Satuan Pekerjaan (D+E) | 1.292.561,79 | ||||
A.4.1.1.12. Membuat 1 m3 beton mutu f’c = 31,2 MPa, slump (120 ± 20) mm (K350)
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