Rincian koefisien, harga komponen, konversi satuan, dan harga satuan pekerjaan.
A.3.04.1c.1| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) |
Jumlah Harga (Rp) |
|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| A | Tenaga Kerja | |||||
| 1 | Pekerja | L.01 | Jam | 0,12220 | 19.100,00 | 2.334,02 |
| 2 | Tukang | L.02 | Jam | 0,07690 | 25.985,71 | 1.998,30 |
| 3 | Mandor | L.04 | Jam | 0,01220 | 30.371,43 | 370,53 |
| Jumlah Harga Tenaga Kerja | 4.702,85 | |||||
| B | Bahan | |||||
| 1 | Pasir Beton (Kasar) | M01A01 | kg | 681,00000 | 140,00 | 95.340,00 |
| 2 | Air | M0201 | liter | 202,00000 | 199,00 | 40.198,00 |
| 3 | Kerikil/agregat Beton | M06A01 | kg | 1.009,00000 | 140,00 | 141.260,00 |
| 4 | Semen / PC (kg) | M12 | Kg | 457,00000 | 1.600,00 | 731.200,00 |
| Jumlah Harga Bahan | 1.007.998,00 | |||||
| C | Peralatan | |||||
| 1 | Batching plant (mini) 60 m3 / jam; 75 KW; V = 0.8 m3 | E.03.c | Jam | 0,02010 | 395.000,00 | 7.939,50 |
| 2 | WHEEL LOADER 1.0-1.6 M3 | E15 | Jam | 0,01180 | 555.526,09 | 6.555,21 |
| 3 | CONCRETE VIBRATOR | E20 | Jam | 0,04819 | 65.307,66 | 3.147,18 |
| Jumlah Harga Peralatan | 17.641,88 | |||||
| D | Jumlah Harga Tenaga Kerja, Bahan dan Peralatan (A+B+C) | 1.030.342,74 | ||||
| E | Biaya Umum dan Keuntungan | 15% x D | 154.551,41 | |||
| F | Harga Satuan Pekerjaan (D+E) | 1.184.894,15 | ||||