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A.4.1.1.30a - Membuat 1 M3 kolom beton bertulang (300 Kg besi + bekisting)
| A.4.1.1.30a - Membuat 1 M3 kolom beton bertulang (300 Kg besi + bekisting) |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
7,0500 |
81.500,00 |
574.575,00 |
| |
Tukang batu |
OH |
0,2750 |
96.500,00 |
26.537,50 |
| |
Tukang kayu |
OH |
1,6500 |
96.500,00 |
159.225,00 |
| |
Tukang besi |
OH |
2,1000 |
96.500,00 |
202.650,00 |
| |
Kepala tukang |
OH |
0,4030 |
107.000,00 |
43.121,00 |
| |
Mandor |
OH |
0,3530 |
107.000,00 |
37.771,00 |
| |
|
|
JUMLAH HARGA TENAGA |
1.043.879,50 |
| B |
BAHAN |
|
|
|
|
| |
Kayu kelas III |
M3 |
0,4000 |
3.500.000,00 |
1.400.000,00 |
| |
Paku 5 cm – 12cm |
Kg |
4,0000 |
23.000,00 |
92.000,00 |
| |
Minyak bekisting |
Liter |
2,0000 |
5.150,00 |
10.300,00 |
| |
Besi beton polos |
Kg |
315,0000 |
10.100,00 |
3.181.500,00 |
| |
Kawat beton |
Kg |
4,5000 |
23.500,00 |
105.750,00 |
| |
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 |
0,1500 |
4.500.000,00 |
675.000,00 |
| |
Plywood 9 mm |
Lbr |
3,5000 |
125.000,00 |
437.500,00 |
| |
Dolken Bambu |
Batang |
20,0000 |
25.000,00 |
500.000,00 |
| |
|
|
JUMLAH HARGA BAHAN |
7.305.890,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
8.349.769,50 |
| E |
Overhead & Profit |
10% x D |
|
|
834.976,95 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
9.184.746,45 |
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