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A.4.4.2.17 - Pemasangan 1 M2 plesteran 1SP : 6PP tebal 20 mm
| A.4.4.2.17 - Pemasangan 1 M2 plesteran 1SP : 6PP tebal 20 mm |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,4000 |
81.500,00 |
32.600,00 |
| |
Tukang Batu |
OH |
0,2000 |
96.500,00 |
19.300,00 |
| |
Kepala Tukang |
OH |
0,0200 |
107.000,00 |
2.140,00 |
| |
Mandor |
OH |
0,0220 |
107.000,00 |
2.354,00 |
| |
|
|
JUMLAH HARGA TENAGA |
56.394,00 |
| B |
BAHAN |
|
|
|
|
| |
Portland Cement |
Kg |
5,8880 |
1.250,00 |
7.360,00 |
| |
Pasir Pasang |
M3 |
0,0360 |
350.000,00 |
12.600,00 |
| |
|
|
JUMLAH HARGA BAHAN |
19.960,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
76.354,00 |
| E |
Overhead & Profit |
10% x D |
|
|
7.635,40 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
83.989,40 |
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