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A.4.1.1.36 - Membuat 1 M’ ring balok beton bertulang (10 x 15) cm
| A.4.1.1.36 - Membuat 1 M’ ring balok beton bertulang (10 x 15) cm |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,2970 |
81.500,00 |
24.205,50 |
| |
Tukang batu |
OH |
0,0330 |
96.500,00 |
3.184,50 |
| |
Tukang kayu |
OH |
0,0330 |
96.500,00 |
3.184,50 |
| |
Tukang besi |
OH |
0,0330 |
96.500,00 |
3.184,50 |
| |
Kepala tukang |
OH |
0,0100 |
107.000,00 |
1.070,00 |
| |
Mandor |
OH |
0,0150 |
107.000,00 |
1.605,00 |
| |
|
|
JUMLAH HARGA TENAGA |
36.434,00 |
| B |
BAHAN |
|
|
|
|
| |
Kayu kelas III |
M3 |
0,0030 |
3.500.000,00 |
10.500,00 |
| |
Paku 5 cm – 12 cm |
Kg |
0,0200 |
23.000,00 |
460,00 |
| |
Besi beton polos |
Kg |
3,6000 |
10.100,00 |
36.360,00 |
| |
Kawat beton |
Kg |
0,0500 |
23.500,00 |
1.175,00 |
| |
Semen Portland |
Kg |
5,5000 |
1.250,00 |
6.875,00 |
| |
Pasir Beton |
M3 |
0,0090 |
350.000,00 |
3.150,00 |
| |
Kerikil |
M3 |
0,0150 |
364.000,00 |
5.460,00 |
| |
|
|
JUMLAH HARGA BAHAN |
63.980,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
100.414,00 |
| E |
Overhead & Profit |
10% x D |
|
|
10.041,40 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
110.455,40 |
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