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A.4.1.1.35 - Membuat 1 M’ kolom praktis beton bertulang (11 x 11) cm
| A.4.1.1.35 - Membuat 1 M’ kolom praktis beton bertulang (11 x 11) cm |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,1800 |
81.500,00 |
14.670,00 |
| |
Tukang batu |
OH |
0,0200 |
96.500,00 |
1.930,00 |
| |
Tukang kayu |
OH |
0,0200 |
96.500,00 |
1.930,00 |
| |
Tukang besi |
OH |
0,0200 |
96.500,00 |
1.930,00 |
| |
Kepala tukang |
OH |
0,0060 |
107.000,00 |
642,00 |
| |
Mandor |
OH |
0,0090 |
107.000,00 |
963,00 |
| |
|
|
JUMLAH HARGA TENAGA |
22.065,00 |
| B |
BAHAN |
|
|
|
|
| |
Kayu kelas III |
M3 |
0,0020 |
3.500.000,00 |
7.000,00 |
| |
Paku 5 cm – 12 cm |
Kg |
0,0100 |
23.000,00 |
230,00 |
| |
Besi beton polos |
Kg |
3,0000 |
10.100,00 |
30.300,00 |
| |
Kawat beton |
Kg |
0,4500 |
23.500,00 |
10.575,00 |
| |
Semen Portland |
Kg |
4,0000 |
1.250,00 |
5.000,00 |
| |
Pasir Beton |
M3 |
0,0060 |
350.000,00 |
2.100,00 |
| |
Kerikil |
M3 |
0,0090 |
364.000,00 |
3.276,00 |
| |
|
|
JUMLAH HARGA BAHAN |
58.481,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
80.546,00 |
| E |
Overhead & Profit |
10% x D |
|
|
8.054,60 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
88.600,60 |
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