| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) | Jumlah Harga (Rp) |
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0,070 | 88.193,60 | 6.173,55 | |
| Tukang Batu/Pipa | L.02 | OH | 0,035 | 116.431,04 | 4.075,09 | |
| Kepala Tukang | L.03 | OH | 0,004 | 130.549,76 | 522,20 | |
| Mandor | L.04 | OH | 0,007 | 137.609,12 | 963,26 | |
| JUMLAH TENAGA KERJA | 11.734,10 | |||||
| B | BAHAN | |||||
| Waterstop lebar 200 mm | m | 1,050 | 71.055,14 | 74.607,89 | ||
| JUMLAH HARGA BAHAN | 74.607,89 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 86.342,00 | ||||
| E | Overhead & Profit 10 % | 10% x D (maksimum) | 8.634,20 | |||
| F | Harga Satuan Pekerjaan (D+E) | 94.976,20 | ||||
A.4.1.1.15 Pemasangan 1 m’ PVC Waterstop lebar 200 mm
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