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A.4.4.1.3 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 4PP
A.4.4.1.3 - Pemasangan 1M2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 4PP |
NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
A |
TENAGA |
|
|
|
|
|
Pekerja |
OH |
0,6000 |
81.500,00 |
48.900,00 |
|
Tukang Batu |
OH |
0,2000 |
96.500,00 |
19.300,00 |
|
Kepala Tukang |
OH |
0,0200 |
107.000,00 |
2.140,00 |
|
Mandor |
OH |
0,0300 |
107.000,00 |
3.210,00 |
|
|
|
JUMLAH HARGA TENAGA |
73.550,00 |
B |
BAHAN |
|
|
|
|
|
Bata merah |
Bh |
140,0000 |
600,00 |
84.000,00 |
|
Semen Portlan |
Kg |
26,5500 |
1.250,00 |
33.187,50 |
|
Pasir Pasang |
M3 |
0,0930 |
350.000,00 |
32.550,00 |
|
|
|
JUMLAH HARGA BAHAN |
149.737,50 |
C |
ALAT |
|
|
|
|
|
- |
- |
- |
- |
- |
|
|
|
JUMLAH HARGA ALAT |
- |
D |
Jumlah |
(A+B+C) |
|
|
223.287,50 |
E |
Overhead & Profit |
10% x D |
|
|
22.328,75 |
F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
245.616,25 |
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