A.4.1.1.28 - Membuat 1 M3 pondasi beton bertulang (150 Kg besi + bekisting)
| A.4.1.1.28 - Membuat 1 M3 pondasi beton bertulang (150 Kg besi + bekisting) | |||||
|---|---|---|---|---|---|
| NO | URAIAN | SATUAN | KOEFISIEN | HARGA SATUAN | JUMLAH HARGA |
| A | TENAGA | ||||
| Pekerja | OH | 5,3000 | 81.500,00 | 431.950,00 | |
| Tukang batu | OH | 0,2750 | 96.500,00 | 26.537,50 | |
| Tukang kayu | OH | 1,3000 | 96.500,00 | 125.450,00 | |
| Tukang besi | OH | 1,0500 | 96.500,00 | 101.325,00 | |
| Kepala tukang | OH | 0,2620 | 107.000,00 | 28.034,00 | |
| Mandor | OH | 0,2650 | 107.000,00 | 28.355,00 | |
| JUMLAH HARGA TENAGA | 741.651,50 | ||||
| B | BAHAN | ||||
| Kayu kelas III | M3 | 0,2000 | 3.500.000,00 | 700.000,00 | |
| Paku 5 cm – 12 cm | Kg | 1,5000 | 23.000,00 | 34.500,00 | |
| Minyak bekisting | Liter | 0,4000 | 5.150,00 | 2.060,00 | |
| Besi beton polos | Kg | 157,5000 | 10.100,00 | 1.590.750,00 | |
| Kawat beton | Kg | 2,2500 | 23.500,00 | 52.875,00 | |
| Semen Portland | Kg | 336,0000 | 1.250,00 | 420.000,00 | |
| Pasir Beton | M3 | 0,5400 | 350.000,00 | 189.000,00 | |
| Kerikil | M3 | 0,8100 | 364.000,00 | 294.840,00 | |
| JUMLAH HARGA BAHAN | 3.284.025,00 | ||||
| C | ALAT | ||||
| - | - | - | - | - | |
| JUMLAH HARGA ALAT | - | ||||
| D | Jumlah | (A+B+C) | 4.025.676,50 | ||
| E | Overhead & Profit | 10% x D | 402.567,65 | ||
| F | HARGA SATUAN PEKERJAAN | ( D + E ) | 4.428.244,15 | ||
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