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A.4.4.1.13 - Pemasangan 1M2 dinding bata merah (5x11x22)cm tebal ½ batu campuran 1SP :3KP :10PP
| A.4.4.1.13 - Pemasangan 1M2 dinding bata merah (5x11x22)cm tebal ½ batu campuran 1SP :3KP :10PP |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,3000 |
81.500,00 |
24.450,00 |
| |
Tukang Batu |
OH |
0,1000 |
96.500,00 |
9.650,00 |
| |
Kepala Tukang |
OH |
0,0100 |
107.000,00 |
1.070,00 |
| |
Mandor |
OH |
0,0150 |
107.000,00 |
1.605,00 |
| |
|
|
JUMLAH HARGA TENAGA |
36.775,00 |
| B |
BAHAN |
|
|
|
|
| |
Bata merah |
Bh |
70,0000 |
600,00 |
42.000,00 |
| |
Semen Portlan |
Kg |
4,5000 |
1.250,00 |
5.625,00 |
| |
Kapur Padam |
M3 |
0,0150 |
160.000,00 |
2.400,00 |
| |
Pasir Pasang |
M3 |
0,0500 |
350.000,00 |
17.500,00 |
| |
|
|
JUMLAH HARGA BAHAN |
67.525,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
104.300,00 |
| E |
Overhead & Profit |
10% x D |
|
|
10.430,00 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
114.730,00 |
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