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A.5.1.1.31 - Pemasangan 1 M' Pipa PVC SNI 06-0084-2002/ Standar ISO 4422,S -10 (12,5 bar)diameter 3”
| A.5.1.1.31 - Pemasangan 1 M' Pipa PVC SNI 06-0084-2002/ Standar ISO 4422,S -10 (12,5 bar)diameter 3” |
| NO |
URAIAN |
SATUAN |
KOEFISIEN |
HARGA SATUAN |
JUMLAH HARGA |
| A |
TENAGA |
|
|
|
|
| |
Pekerja |
OH |
0,0810 |
81.500,00 |
6.601,50 |
| |
Tukang batu |
|
0,1350 |
96.500,00 |
13.027,50 |
| |
Kepala tukang |
|
0,0135 |
107.000,00 |
1.444,50 |
| |
Mandor |
OH |
0,0040 |
107.000,00 |
428,00 |
| |
|
|
JUMLAH HARGA TENAGA |
21.501,50 |
| B |
BAHAN |
|
|
|
|
| |
Pipa PVC 3” |
M |
1,2000 |
46.250,00 |
55.500,00 |
| |
Perlengkapan |
% |
35,0000 |
16.187,50 |
16.187,50 |
| |
|
|
JUMLAH HARGA BAHAN |
71.687,50 |
| C |
ALAT |
|
|
|
|
| |
- |
- |
- |
- |
- |
| |
|
|
JUMLAH HARGA ALAT |
- |
| D |
Jumlah |
(A+B+C) |
|
|
93.189,00 |
| E |
Overhead & Profit |
10% x D |
|
|
9.318,90 |
| F |
HARGA SATUAN PEKERJAAN |
( D + E ) |
|
|
102.507,90 |
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