A.4.4.1.6 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 3KP : 10PP
| A.4.4.1.6 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 3KP : 10PP | |||||
|---|---|---|---|---|---|
| NO | URAIAN | SATUAN | KOEFISIEN | HARGA SATUAN | JUMLAH HARGA |
| A | TENAGA | ||||
| Pekerja | OH | 0,60000 | 81.500,00 | 48.900,00 | |
| Tukang Batu | OH | 0,20000 | 96.500,00 | 19.300,00 | |
| Kepala Tukang | OH | 0,02000 | 107.000,00 | 2.140,00 | |
| Mandor | OH | 0,03000 | 107.000,00 | 3.210,00 | |
| JUMLAH HARGA TENAGA | 73.550,00 | ||||
| B | BAHAN | ||||
| Bata merah | Bh | 140,00000 | 600,00 | 84.000,00 | |
| Semen Portlan | Kg | 10,08000 | 1.250,00 | 12.600,00 | |
| Kapur Padam | M3 | 0,02750 | 160.000,00 | 4.400,00 | |
| Pasir Pasang | M3 | 0,09250 | 350.000,00 | 32.375,00 | |
| JUMLAH HARGA BAHAN | 133.375,00 | ||||
| C | ALAT | ||||
| - | - | - | - | - | |
| JUMLAH HARGA ALAT | - | ||||
| D | Jumlah | (A+B+C) | 206.925,00 | ||
| E | Overhead & Profit | 10% x D | 20.692,50 | ||
| F | HARGA SATUAN PEKERJAAN | ( D + E ) | 227.617,50 | ||
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