| Item Pekerjaan |
Membuat
1 m³ beton mutu f'c =14,5 Mpa
(K 175) |
|
| Harga |
|
Rp 795.921,34 |
|
|
| Basis
Produksi |
m³ |
|
|
|
|
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan (Rp) |
Jumlah Harga (Rp) |
| 1 |
2 |
3 |
4 |
5 |
6 |
7 |
| A |
Tenaga Kerja |
|
|
|
|
|
| 1 |
Pekerja |
|
OH |
1,650 |
Rp
65.000,00 |
Rp 107.250,00 |
| 2 |
Tukang Batu |
|
OH |
0,275 |
Rp
76.000,00 |
Rp 20.900,00 |
| 3 |
Kepala Tukang batu |
|
OH |
0,028 |
Rp
76.000,00 |
Rp 2.128,00 |
| 4 |
Mandor |
|
OH |
0,165 |
Rp
81.000,00 |
Rp 13.365,00 |
| Jumlah Harga
Tenaga Kerja |
Rp 143.643,00 |
| B |
Bahan |
|
|
|
|
|
| 1 |
Semen Portland |
|
kg |
326,000 |
Rp 1.080,00 |
Rp 352.080,00 |
| 2 |
Pasir Beton |
|
kg |
760,000 |
Rp 127,86 |
Rp 97.171,43 |
| 3 |
Krikil (Maks 30mm) |
|
kg |
1029,000 |
Rp 126,99 |
Rp 130.670,42 |
| 4 |
Air |
|
liter |
215,000 |
Rp - |
Rp - |
| Jumlah Harga Bahan |
Rp 579.921,85 |
| C |
Peralatan |
|
|
|
|
|
| Jumlah Harga
Peralatan |
Rp - |
| D |
Jumlah
Harga Tenaga, Bahan dan Peralatan (A+B+C) |
|
|
Rp 723.564,85 |
| E |
Overhead + Profit (10%) |
|
|
Rp 72.356,49 |
| F |
Harga Satuan
Pekerjaan per - m3 (D+E) |
Rp 795.921,34 |
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