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A.4.4.1.6 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 3KP : 10PP
| A.4.4.1.6 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 3KP : 10PP |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,60000 |
81.500,00 |
48.900,00 |
| |
Tukang Batu |
OH |
0,20000 |
96.500,00 |
19.300,00 |
| |
Kepala Tukang |
OH |
0,02000 |
107.000,00 |
2.140,00 |
| |
Mandor |
OH |
0,03000 |
107.000,00 |
3.210,00 |
| |
|
|
JUMLAH HARGA TENAGA |
73.550,00 |
| B |
BAHAN |
|
|
|
|
| |
Bata merah |
Bh |
140,00000 |
600,00 |
84.000,00 |
| |
Semen Portlan |
Kg |
10,08000 |
1.250,00 |
12.600,00 |
| |
Kapur Padam |
M3 |
0,02750 |
160.000,00 |
4.400,00 |
| |
Pasir Pasang |
M3 |
0,09250 |
350.000,00 |
32.375,00 |
| |
|
|
JUMLAH HARGA BAHAN |
133.375,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
206.925,00 |
| E |
Overhead & Profit |
10% x D |
|
|
20.692,50 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
227.617,50 |
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