| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) | Jumlah Harga (Rp) |
| A | TENAGA | |||||
| 1 | Pekerja | L.01 | OH | 1,200 | 88.193,60 | 105.832,320 |
| 2 | Tukang batu | L.02 | OH | 0,200 | 116.431,04 | 23.286,208 |
| 3 | Kepala tukang | L.03 | OH | 0,020 | 130.549,76 | 2.610,995 |
| 4 | Mandor | L.04 | OH | 0,060 | 137.609,12 | 8.256,547 |
| JUMLAH TENAGA KERJA | 139.986,070 | |||||
| B | BAHAN | |||||
| 1 | Semen Portland | kg | 230 | 1.240,00 | 285.200,000 | |
| 2 | Pasir beton | kg | 893 | 206,61 | 184.503,368 | |
| 3 | Kerikil (Maks 30 mm) | kg | 1027 | 193,75 | 198.982,486 | |
| 4 | Air | Liter | 200 | 200,00 | 40.000,000 | |
| JUMLAH HARGA BAHAN | 708.685,854 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 848.671,924 | ||||
| E | Overhead & Profit 10 % | 10% x D (maksimum) | 84.867,192 | |||
| F | Harga Satuan Pekerjaan (D+E) | 933.539,117 | ||||
A.4.1.1.4 Membuat 1 m3 lantai kerja beton mutu f’c = 7,4 MPa slump (3-6) (K100) cm, w/c = 0,87
Tags:
