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A.4.1.1.34 - Pembuatan 1 M3 dinding beton bertulang (200 Kg besi)
| A.4.1.1.34 - Pembuatan 1 M3 dinding beton bertulang (200 Kg besi) |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
5,6500 |
81.500,00 |
460.475,00 |
| |
Tukang batu |
OH |
0,2750 |
96.500,00 |
26.537,50 |
| |
Tukang kayu |
OH |
1,5600 |
96.500,00 |
150.540,00 |
| |
Tukang besi |
OH |
1,4000 |
96.500,00 |
135.100,00 |
| |
Kepala tukang |
OH |
0,3230 |
107.000,00 |
34.561,00 |
| |
Mandor |
OH |
0,2830 |
107.000,00 |
30.281,00 |
| |
|
|
JUMLAH HARGA TENAGA |
837.494,50 |
| B |
BAHAN |
|
|
|
|
| |
Kayu kelas III |
M3 |
0,2500 |
3.500.000,00 |
875.000,00 |
| |
Paku 5 cm – 12 cm |
Kg |
3,0000 |
23.000,00 |
69.000,00 |
| |
Minyak bekisting |
Liter |
1,2000 |
5.150,00 |
6.180,00 |
| |
Besi beton polos |
Kg |
210,0000 |
10.100,00 |
2.121.000,00 |
| |
Kawat beton |
Kg |
3,0000 |
23.500,00 |
70.500,00 |
| |
Semen Portland |
Kg |
336,0000 |
1.250,00 |
420.000,00 |
| |
Pasir Beton |
M3 |
0,5400 |
350.000,00 |
189.000,00 |
| |
Kerikil |
M3 |
0,8100 |
364.000,00 |
294.840,00 |
| |
Kayu kelas II balok |
M3 |
0,1050 |
4.500.000,00 |
472.500,00 |
| |
Plywood 9 mm |
Lembar |
2,5000 |
125.000,00 |
312.500,00 |
| |
Dolken Bambu |
Batang |
14,0000 |
25.000,00 |
350.000,00 |
| |
|
|
JUMLAH HARGA BAHAN |
5.180.520,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
6.018.014,50 |
| E |
Overhead & Profit |
10% x D |
|
|
601.801,45 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
6.619.815,95 |
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