Analisa Pipa 2.docx
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A.8.4.1.4 (K3) Pemasangan 1 m pipa PVC Ø 150 mm
No A
Uraian TENAGA Pekerja Tukang pipa Mandor
Kode
Satuan
L.01 L.02 L.04
Koefisien
OH
0,118
OH
0,059
OH
0,012
Harga Satuan (Rp)
JUMLAH TENAGA KERJA B
BAHAN Pipa PVC Ø 150 mm
m
1,000 JUMLAH HARGA BAHAN
C
PERALATAN Sewa Tripot/Tackel & handle crane 2 T
hari
0,012 JUMLAH HARGA ALAT
D E F
Jumlah (A+B+C) Overhead & Profit (Contoh 15 %) Harga Satuan Pekerjaan (D+E)
15% x D (maksimum)
Jumlah Harga (Rp)
No A
Uraian TENAGA Pekerja Tukang pipa Mandor
Kode
Satuan
L.01 L.02 L.04
Koefisien
OH
0,118
OH
0,059
OH
0,012
Harga Satuan (Rp)
JUMLAH TENAGA KERJA B
BAHAN Pipa PVC Ø 150 mm
m
1,000 JUMLAH HARGA BAHAN
C
PERALATAN Sewa Tripot/Tackel & handle crane 2 T
hari
0,012 JUMLAH HARGA ALAT
D E F
Jumlah (A+B+C) Overhead & Profit (Contoh 15 %) Harga Satuan Pekerjaan (D+E)
15% x D (maksimum)
Jumlah Harga (Rp)
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