| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) | Jumlah Harga (Rp) |
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 5,300 | 88.193,60 | 467.426,08 | |
| Tukang batu | L.02 | OH | 0,275 | 116.431,04 | 32.018,54 | |
| Tukang kayu | L.02 | OH | 1,300 | 123.490,40 | 160.537,52 | |
| Tukang besi | L.02 | OH | 1,050 | 116.431,04 | 122.252,59 | |
| Kepala tukang | L.03 | OH | 0,262 | 130.549,76 | 34.204,04 | |
| Mandor | L.04 | OH | 0,265 | 137.609,12 | 36.466,42 | |
| JUMLAH TENAGA KERJA | 852.905,18 | |||||
| B | BAHAN | |||||
| Kayu kelas III | m3 | 0,2 | 1.500.000,00 | 300.000,00 | ||
| Paku 5 -12 cm | kg | 1,500 | 21.870,50 | 32.805,75 | ||
| Minyak bekisting | ltr | 0,400 | 19.500,00 | 7.800,00 | ||
| Besi beton polos | kg | 157,5 | 10.000,00 | 1.575.000,00 | ||
| Kawat beton | kg | 2,250 | 21.165,00 | 47.621,25 | ||
| Semen Portland | kg | 336 | 1.240,00 | 416.640,00 | ||
| Pasir beton | m3 | 0,540 | 289.255,00 | 156.197,70 | ||
| Koral beton | m3 | 0,810 | 216.353,33 | 175.246,20 | ||
| JUMLAH HARGA BAHAN | 2.711.310,90 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 3.564.216,08 | ||||
| E | Overhead & Profit 10 % | 10% x D (maksimum) | 356.421,61 | |||
| F | Harga Satuan Pekerjaan (D+E) | 3.920.637,69 | ||||
A.4.1.1.28 Membuat 1 m3 pondasi beton bertulang (150 kg besi + bekisting)
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