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A.4.4.2.9 - Pemasangan 1 M2 plesteran 1SP : 1/2KP : 3PP tebal 15 mm
A.4.4.2.9 - Pemasangan 1 M2 plesteran 1SP : 1/2KP : 3PP tebal 15 mm |
NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
A |
TENAGA |
|
|
|
|
|
Pekerja |
OH |
0,3600 |
81.500,00 |
29.340,00 |
|
Tukang Batu |
OH |
0,1200 |
96.500,00 |
11.580,00 |
|
Kepala Tukang |
OH |
0,0120 |
107.000,00 |
1.284,00 |
|
Mandor |
OH |
0,0180 |
107.000,00 |
1.926,00 |
|
|
|
JUMLAH HARGA TENAGA |
44.130,00 |
B |
BAHAN |
|
|
|
|
|
Portland Cement |
Kg |
5,7600 |
1.250,00 |
7.200,00 |
|
Kapur Padam |
M3 |
0,0030 |
160.000,00 |
480,00 |
|
Pasir Pasang |
M3 |
0,0130 |
350.000,00 |
4.550,00 |
|
|
|
JUMLAH HARGA BAHAN |
12.230,00 |
C |
ALAT |
|
|
|
|
|
- |
- |
- |
- |
- |
|
|
|
JUMLAH HARGA ALAT |
- |
D |
Jumlah |
(A+B+C) |
|
|
56.360,00 |
E |
Overhead & Profit |
10% x D |
|
|
5.636,00 |
F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
61.996,00 |
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