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A.4.1.1.28 - Membuat 1 M3 pondasi beton bertulang (150 Kg besi + bekisting)
| A.4.1.1.28 - Membuat 1 M3 pondasi beton bertulang (150 Kg besi + bekisting) |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
5,3000 |
81.500,00 |
431.950,00 |
| |
Tukang batu |
OH |
0,2750 |
96.500,00 |
26.537,50 |
| |
Tukang kayu |
OH |
1,3000 |
96.500,00 |
125.450,00 |
| |
Tukang besi |
OH |
1,0500 |
96.500,00 |
101.325,00 |
| |
Kepala tukang |
OH |
0,2620 |
107.000,00 |
28.034,00 |
| |
Mandor |
OH |
0,2650 |
107.000,00 |
28.355,00 |
| |
|
|
JUMLAH HARGA TENAGA |
741.651,50 |
| B |
BAHAN |
|
|
|
|
| |
Kayu kelas III |
M3 |
0,2000 |
3.500.000,00 |
700.000,00 |
| |
Paku 5 cm – 12 cm |
Kg |
1,5000 |
23.000,00 |
34.500,00 |
| |
Minyak bekisting |
Liter |
0,4000 |
5.150,00 |
2.060,00 |
| |
Besi beton polos |
Kg |
157,5000 |
10.100,00 |
1.590.750,00 |
| |
Kawat beton |
Kg |
2,2500 |
23.500,00 |
52.875,00 |
| |
Semen Portland |
Kg |
336,0000 |
1.250,00 |
420.000,00 |
| |
Pasir Beton |
M3 |
0,5400 |
350.000,00 |
189.000,00 |
| |
Kerikil |
M3 |
0,8100 |
364.000,00 |
294.840,00 |
| |
|
|
JUMLAH HARGA BAHAN |
3.284.025,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
4.025.676,50 |
| E |
Overhead & Profit |
10% x D |
|
|
402.567,65 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
4.428.244,15 |
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