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A.4.2.1.16 - Pemasangan 1 M2 kawat nyamuk
| A.4.2.1.16 - Pemasangan 1 M2 kawat nyamuk |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,1000 |
81.500,00 |
8.150,00 |
| |
Tukang |
OH |
0,1000 |
96.500,00 |
9.650,00 |
| |
Kepala tukang |
OH |
0,0100 |
107.000,00 |
1.070,00 |
| |
Mandor |
OH |
0,0050 |
107.000,00 |
535,00 |
| |
|
|
JUMLAH HARGA TENAGA |
19.405,00 |
| B |
BAHAN |
|
|
|
|
| |
Kawat nyamuk |
M2 |
1,1000 |
25.000,00 |
27.500,00 |
| |
Pengelasan |
Cm |
11,1100 |
7.836,18 |
87.059,96 |
| |
Baja strip (0,2 x 2) cm |
Kg |
1,7160 |
15.200,00 |
26.083,20 |
| |
|
|
JUMLAH HARGA BAHAN |
140.643,16 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
160.048,16 |
| E |
Overhead & Profit |
10% x D |
|
|
16.004,82 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
176.052,98 |
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