A.4.4.1.15 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SM :1KP :2PP
| A.4.4.1.15 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SM :1KP :2PP | |||||
|---|---|---|---|---|---|
| NO | URAIAN | SATUAN | KOEFISIEN | HARGA SATUAN | JUMLAH HARGA |
| A | TENAGA | ||||
| Pekerja | OH | 0,3000 | 81.500,00 | 24.450,00 | |
| Tukang Batu | OH | 0,1000 | 96.500,00 | 9.650,00 | |
| Kepala Tukang | OH | 0,0100 | 107.000,00 | 1.070,00 | |
| Mandor | OH | 0,0150 | 107.000,00 | 1.605,00 | |
| JUMLAH HARGA TENAGA | 36.775,00 | ||||
| B | BAHAN | ||||
| Bata merah | Bh | 70,0000 | 600,00 | 42.000,00 | |
| Semen Merah | Kg | 0,0140 | 19.800,00 | 277,20 | |
| Kapur Padam | M3 | 0,0140 | 160.000,00 | 2.240,00 | |
| Pasir Pasang | M3 | 0,0280 | 350.000,00 | 9.800,00 | |
| JUMLAH HARGA BAHAN | 54.317,20 | ||||
| C | ALAT | ||||
| - | - | - | - | - | |
| JUMLAH HARGA ALAT | - | ||||
| D | Jumlah | (A+B+C) | 91.092,20 | ||
| E | Overhead & Profit | 10% x D | 9.109,22 | ||
| F | HARGA SATUAN PEKERJAAN | ( D + E ) | 100.201,42 | ||
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