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A.4.5.2.34 - Pemasangan 1 M' nok genteng beton
| A.4.5.2.34 - Pemasangan 1 M' nok genteng beton |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,4000 |
81.500,00 |
32.600,00 |
| |
Tukang Kayu |
OH |
0,2000 |
96.500,00 |
19.300,00 |
| |
Kepala tukang |
OH |
0,0200 |
107.000,00 |
2.140,00 |
| |
Mandor |
OH |
0,0200 |
107.000,00 |
2.140,00 |
| |
|
|
JUMLAH HARGA TENAGA |
56.180,00 |
| B |
BAHAN |
|
|
|
|
| |
Nok genteng beton |
Bh |
3,5000 |
12.000,00 |
42.000,00 |
| |
Paku biasa ½”-1” |
Kg |
0,0500 |
23.600,00 |
1.180,00 |
| |
Semen PC |
Kg |
10,8000 |
1.250,00 |
13.500,00 |
| |
Pasir pasang |
M3 |
0,0320 |
350.000,00 |
11.200,00 |
| |
Semen warna |
Kg |
1,0000 |
5.000,00 |
5.000,00 |
| |
|
|
JUMLAH HARGA BAHAN |
72.880,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
129.060,00 |
| E |
Overhead & Profit |
10% x D |
|
|
12.906,00 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
141.966,00 |
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