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A.2.3.1.4 - Menggali 1 M3 tanah keras sedalam 1 m
| A.2.3.1.4 - Menggali 1 M3 tanah keras sedalam 1 m |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
1,0000 |
81.500,00 |
81.500,00 |
| |
Mandor |
OH |
0,0320 |
107.000,00 |
3.424,00 |
| |
|
|
JUMLAH HARGA TENAGA |
84.924,00 |
| B |
BAHAN |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA BAHAN |
- |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
84.924,00 |
| E |
Overhead & Profit |
10% x D |
|
|
8.492,40 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
93.416,40 |
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