Skip to content
A.5.1.1.36 - Pemasangan 1 M’ pipa beton diameter 30 – 100 cm
| A.5.1.1.36 - Pemasangan 1 M’ pipa beton diameter 30 – 100 cm |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,3800 |
81.500,00 |
30.970,00 |
| |
Tukang batu |
OH |
0,1900 |
96.500,00 |
18.335,00 |
| |
Kepala tukang |
OH |
0,0190 |
107.000,00 |
2.033,00 |
| |
Mandor |
OH |
0,0190 |
107.000,00 |
2.033,00 |
| |
|
|
JUMLAH HARGA TENAGA |
53.371,00 |
| B |
BAHAN |
|
|
|
|
| |
Pipa tanah dia 30 |
Bh |
1,1000 |
120.000,00 |
132.000,00 |
| |
Bata merah |
M3 |
0,5500 |
600,00 |
330,00 |
| |
Semen portlan |
Kg |
10,3000 |
1.250,00 |
12.875,00 |
| |
Pasir pasang |
M3 |
0,0610 |
350.000,00 |
21.350,00 |
| |
Pasir urug |
M3 |
0,0690 |
220.000,00 |
15.180,00 |
| |
|
|
JUMLAH HARGA BAHAN |
181.735,00 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
235.106,00 |
| E |
Overhead & Profit |
10% x D |
|
|
23.510,60 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
258.616,60 |
======= ARTIKEL TERKAIT =======
Post a Comment for "A.5.1.1.36 - Pemasangan 1 M’ pipa beton diameter 30 – 100 cm"