A.4.4.2.10 - Pemasangan 1 M2 plesteran 1SP : 2KP : 8PP tebal 15 mm
| A.4.4.2.10 - Pemasangan 1 M2 plesteran 1SP : 2KP : 8PP tebal 15 mm | |||||
|---|---|---|---|---|---|
| NO | URAIAN | SATUAN | KOEFISIEN | HARGA SATUAN | JUMLAH HARGA |
| A | TENAGA | ||||
| Pekerja | OH | 0,3600 | 81.500,00 | 29.340,00 | |
| Tukang Batu | OH | 0,1200 | 96.500,00 | 11.580,00 | |
| Kepala Tukang | OH | 0,0120 | 107.000,00 | 1.284,00 | |
| Mandor | OH | 0,0180 | 107.000,00 | 1.926,00 | |
| JUMLAH HARGA TENAGA | 44.130,00 | ||||
| B | BAHAN | ||||
| Portland Cement | Kg | 3,0000 | 1.250,00 | 3.750,00 | |
| Kapur Padam | M3 | 0,0050 | 160.000,00 | 800,00 | |
| Pasir Pasang | M3 | 0,0200 | 350.000,00 | 7.000,00 | |
| JUMLAH HARGA BAHAN | 11.550,00 | ||||
| C | ALAT | ||||
| - | - | - | - | - | |
| JUMLAH HARGA ALAT | - | ||||
| D | Jumlah | (A+B+C) | 55.680,00 | ||
| E | Overhead & Profit | 10% x D | 5.568,00 | ||
| F | HARGA SATUAN PEKERJAAN | ( D + E ) | 61.248,00 | ||
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