| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) | Jumlah Harga (Rp) |
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 6,350 | 88.193,60 | 560.029,36 | |
| Tukang batu | L.02 | OH | 0,275 | 116.431,04 | 32.018,54 | |
| Tukang kayu | L.02 | OH | 1,650 | 123.490,40 | 203.759,16 | |
| Tukang besi | L.02 | OH | 1,400 | 116.431,04 | 163.003,46 | |
| Kepala tukang | L.03 | OH | 0,333 | 130.549,76 | 43.473,07 | |
| Mandor | L.04 | OH | 0,318 | 137.609,12 | 43.759,70 | |
| JUMLAH TENAGA KERJA | 1.046.043,28 | |||||
| B | BAHAN | |||||
| Kayu kelas III | m3 | 0,32 | 1.500.000,00 | 480.000,00 | ||
| Paku 5 -12 cm | kg | 3,200 | 21.870,50 | 69.985,60 | ||
| Minyak bekisting | ltr | 1,600 | 19.500,00 | 31.200,00 | ||
| Besi beton polos | kg | 210 | 10.000,00 | 2.100.000,00 | ||
| Kawat beton | kg | 3,000 | 21.165,00 | 63.495,00 | ||
| 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 | ||
| Kayu kelas II (balok) | m3 | 0,140 | 2.500.000,00 | 350.000,00 | ||
| Plywood 9 mm | lbr | 2,800 | 125.579,00 | 351.621,20 | ||
| Dolken kayu galam, ф(8-10), panjang 4 m | btg | 16,000 | 25.000,00 | 400.000,00 | ||
| JUMLAH HARGA BAHAN | 4.594.385,70 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 5.640.428,98 | ||||
| E | Overhead & Profit 10 % | 10% x D (maksimum) | 564.042,90 | |||
| F | Harga Satuan Pekerjaan (D+E) | 6.204.471,88 | ||||
A.4.1.1.31 Membuat 1 m3 balok beton bertulang (200 kg besi + bekisting)
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