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A.4.4.1.15 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SM :1KP :2PP
A.4.4.1.15 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SM :1KP :2PP |
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 Merah |
Kg |
0,0140 |
19.800,00 |
277,20 |
|
Kapur Padam |
M3 |
0,0140 |
160.000,00 |
2.240,00 |
|
Pasir Pasang |
M3 |
0,0280 |
350.000,00 |
9.800,00 |
|
|
|
JUMLAH HARGA BAHAN |
54.317,20 |
C |
ALAT |
|
|
|
|
|
- |
- |
- |
- |
- |
|
|
|
JUMLAH HARGA ALAT |
- |
D |
Jumlah |
(A+B+C) |
|
|
91.092,20 |
E |
Overhead & Profit |
10% x D |
|
|
9.109,22 |
F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
100.201,42 |
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