| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) | Jumlah Harga (Rp) |
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 7,050 | 88.193,60 | 621.764,88 | |
| 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 | 2,100 | 116.431,04 | 244.505,18 | |
| Kepala tukang | L.03 | OH | 0,403 | 130.549,76 | 52.611,55 | |
| Mandor | L.04 | OH | 0,353 | 137.609,12 | 48.576,02 | |
| JUMLAH TENAGA KERJA | 1.203.235,33 | |||||
| B | BAHAN | |||||
| Kayu kelas III | m3 | 0,4 | 1.500.000,00 | 600.000,00 | ||
| Paku 5 -12 cm | kg | 4,000 | 21.870,50 | 87.482,00 | ||
| Minyak bekisting | ltr | 2,000 | 19.500,00 | 39.000,00 | ||
| Besi beton polos | kg | 315 | 10.000,00 | 3.150.000,00 | ||
| Kawat beton | kg | 4,500 | 21.165,00 | 95.242,50 | ||
| 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 | 0,150 | 2.500.000,00 | 375.000,00 | ||
| Plywood 9 mm | lbr | 3,500 | 125.579,00 | 439.526,50 | ||
| Dolken kayu galam, ф(8-10), panjang 4 m | btg | 20,000 | 25.000,00 | 500.000,00 | ||
| JUMLAH HARGA BAHAN | 6.034.334,90 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 7.237.570,23 | ||||
| E | Overhead & Profit 10 % | 10% x D (maksimum) | 723.757,02 | |||
| F | Harga Satuan Pekerjaan (D+E) | 7.961.327,26 | ||||
A.4.1.1.30 Membuat 1 m3 kolom beton bertulang (300 kg besi + bekisting)
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