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A.5.1.1.35 - Pemasangan 1 M' pipa beton diameter 15 – 20 cm
| A.5.1.1.35 - Pemasangan 1 m’ pipa beton diameter 15 – 20 cm |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,1400 |
81.500,00 |
11.410,00 |
| |
Tukang batu |
OH |
0,0700 |
96.500,00 |
6.755,00 |
| |
Kepala tukang |
OH |
0,0070 |
107.000,00 |
749,00 |
| |
Mandor |
OH |
0,0070 |
107.000,00 |
749,00 |
| |
|
|
JUMLAH HARGA TENAGA |
19.663,00 |
| B |
BAHAN |
|
|
|
|
| |
Pipa tanah dia 15 |
Bh |
1,1000 |
65.000,00 |
71.500,00 |
| |
Bata merah |
M3 |
0,0270 |
600,00 |
16,20 |
| |
Semen portlan |
Kg |
3,9200 |
1.250,00 |
4.900,00 |
| |
Pasir pasang |
M3 |
0,0560 |
350.000,00 |
19.600,00 |
| |
Pasir urug |
M3 |
0,0240 |
220.000,00 |
5.280,00 |
| |
|
|
JUMLAH HARGA BAHAN |
101.296,20 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
120.959,20 |
| E |
Overhead & Profit |
10% x D |
|
|
12.095,92 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
133.055,12 |
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