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A.4.4.2.10 - Pemasangan 1 M2 plesteran 1SP : 2KP : 8PP tebal 15 mm
| A.4.4.2.10 - Pemasangan 1 M2 plesteran 1SP : 2KP : 8PP tebal 15 mm |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,3600 |
81.500,00 |
29.340,00 |
| |
Tukang Batu |
OH |
0,1200 |
96.500,00 |
11.580,00 |
| |
Kepala Tukang |
OH |
0,0120 |
107.000,00 |
1.284,00 |
| |
Mandor |
OH |
0,0180 |
107.000,00 |
1.926,00 |
| |
|
|
JUMLAH HARGA TENAGA |
44.130,00 |
| B |
BAHAN |
|
|
|
|
| |
Portland Cement |
Kg |
3,0000 |
1.250,00 |
3.750,00 |
| |
Kapur Padam |
M3 |
0,0050 |
160.000,00 |
800,00 |
| |
Pasir Pasang |
M3 |
0,0200 |
350.000,00 |
7.000,00 |
| |
|
|
JUMLAH HARGA BAHAN |
11.550,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
55.680,00 |
| E |
Overhead & Profit |
10% x D |
|
|
5.568,00 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
61.248,00 |
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