A.4.1.1.31a - Membuat 1 M3 balok beton bertulang (200 Kg besi + bekisting)
| A.4.1.1.31a - Membuat 1 M3 balok beton bertulang (200 Kg besi + bekisting) | |||||
|---|---|---|---|---|---|
| NO | URAIAN | SATUAN | KOEFISIEN | HARGA SATUAN | JUMLAH HARGA |
| A | TENAGA | ||||
| Pekerja | OH | 6,3500 | 81.500,00 | 517.525,00 | |
| Tukang batu | OH | 0,2750 | 96.500,00 | 26.537,50 | |
| Tukang kayu | OH | 1,6500 | 96.500,00 | 159.225,00 | |
| Tukang besi | OH | 1,4000 | 96.500,00 | 135.100,00 | |
| Kepala tukang | OH | 0,3330 | 107.000,00 | 35.631,00 | |
| Mandor | OH | 0,3180 | 107.000,00 | 34.026,00 | |
| JUMLAH HARGA TENAGA | 908.044,50 | ||||
| B | BAHAN | ||||
| Kayu kelas III | M3 | 0,3200 | 3.500.000,00 | 1.120.000,00 | |
| Paku 5 cm – 12 cm | Kg | 3,2000 | 23.000,00 | 73.600,00 | |
| Minyak bekisting | Liter | 1,6000 | 5.150,00 | 8.240,00 | |
| Besi beton polos | Kg | 210,0000 | 10.100,00 | 2.121.000,00 | |
| Kawat beton | Kg | 3,0000 | 23.500,00 | 70.500,00 | |
| 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 | |
| Kayu kelas II balok | M3 | 0,1400 | 4.500.000,00 | 630.000,00 | |
| Plywood 9 mm | Lembar | 2,8000 | 125.000,00 | 350.000,00 | |
| Dolken Bambu | Batang | 16,0000 | 25.000,00 | 400.000,00 | |
| JUMLAH HARGA BAHAN | 5.677.180,00 | ||||
| C | ALAT | ||||
| - | - | - | - | - | |
| JUMLAH HARGA ALAT | - | ||||
| D | Jumlah | (A+B+C) | 6.585.224,50 | ||
| E | Overhead & Profit | 10% x D | 658.522,45 | ||
| F | HARGA SATUAN PEKERJAAN | ( D + E ) | 7.243.746,95 | ||
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