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A.4.2.1.18 - Pemasangan 1 M' talang datar/ jurai seng bjls 28 lebar 90 cm
| A.4.2.1.18 - Pemasangan 1 M' talang datar/ jurai seng bjls 28 lebar 90 cm |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,2000 |
81.500,00 |
16.300,00 |
| |
Tukang |
OH |
0,2000 |
96.500,00 |
19.300,00 |
| |
Kepala tukang |
OH |
0,0200 |
107.000,00 |
2.140,00 |
| |
Mandor |
OH |
0,0010 |
107.000,00 |
107,00 |
| |
|
|
JUMLAH HARGA TENAGA |
37.847,00 |
| B |
BAHAN |
|
|
|
|
| |
Seng plat |
M' |
1,0500 |
41.000,00 |
43.050,00 |
| |
Paku 1 cm - 2,5 cm |
Kg |
0,0150 |
23.000,00 |
345,00 |
| |
Papan kayu kelas II |
M3 |
0,0190 |
9.500.000,00 |
180.500,00 |
| |
|
|
|
|
223.895,00 |
| |
|
|
JUMLAH HARGA BAHAN |
|
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
261.742,00 |
| E |
Overhead & Profit |
10% x D |
|
|
26.174,20 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
287.916,20 |
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