| NO |
JENIS PEKERJAAN |
VOLUME |
SATUAN |
HARGA
SATUAN |
JUMLAH |
| (Rp.) |
(Rp.) |
| 1 |
2 |
3 |
4 |
5 |
6 |
| |
|
|
|
|
|
| DIV.1 |
UMUM |
|
|
|
|
| |
Papan Nama Proyek |
1,00 |
Ls |
Rp
733.000,00 |
Rp 733.000,00 |
| |
Manajemen dan Keselamaan Lalu
Lintas |
1,00 |
Ls |
Rp
750.000,00 |
Rp 750.000,00 |
| 1.2.2 (b) |
Mob / Demob Excavator |
1,00 |
Ls |
Rp
5.500.000,00 |
Rp 5.500.000,00 |
| |
|
|
|
Jumlah I |
Rp 6.983.000,00 |
| |
|
|
|
|
|
| DIV.3 |
PEKERJAAN TANAH |
|
|
|
|
| 3.1.(1a) |
Galian Biasa |
9,87 |
M3 |
Rp
109.900,00 |
Rp 1.084.713,00 |
| 3.2.(2a) |
Timbunan Pilihan dari sumber
galian |
167,70 |
M3 |
Rp
342.300,00 |
Rp 57.403.710,00 |
| 3.3.(1) |
Penyiapan Badan Jalan |
1.385,00 |
M2 |
Rp 4.600,00 |
Rp 6.371.000,00 |
| |
|
|
|
Jumlah III |
Rp 64.859.423,00 |
| |
|
|
|
|
|
| DIV.4 |
PERKERASAN PELEBARAN DAN BAHU
JALAN |
|
|
|
|
| 4.2.(2b) |
Lapis Pondasi Agregat Kelas S
(< 120 cm) |
133,51 |
M3 |
Rp
382.300,00 |
Rp 51.040.873,00 |
| |
|
|
|
Jumlah IV |
Rp 51.040.873,00 |
| |
|
|
|
|
|
| DIV.5 |
PERKERASAN BERBUTIR |
|
|
|
|
| 5.3.(2) |
Perkerasan Beton Semen dengan
Anyaman Tulangan Tunggal |
346,25 |
m3 |
Rp
1.444.100,00 |
Rp
500.019.625,00 |
| 5.3.(3) |
Lapis Pondasi bawah Beton Kurus |
138,50 |
m3 |
Rp
1.019.900,00 |
Rp
141.256.150,00 |
| |
|
|
|
Jumlah V |
Rp 641.275.775,00 |
| |
|
|
|
|
|
| DIV.7 |
STRUKTUR |
|
|
|
|
| 7.9.(1) |
Pasangan Batu |
17,42 |
m3 |
Rp
603.700,00 |
Rp 10.516.454,00 |
| 7.9.(3) |
Memasang 1 m2 Plesteran 1 PC : 4
PP, tebal 15 mm |
13,40 |
m3 |
Rp
19.500,00 |
Rp 261.300,00 |
| |
|
|
|
Jumlah VII |
Rp 10.777.754,00 |
| |
|
|
|
|
|
| |
|
|
|
JUMLAH |
Rp
774.936.825,00 |
| |
|
|
|
PPN 10% |
Rp 77.493.682,50 |
| |
|
|
|
TOTAL |
Rp
852.430.500,00 |
|
|
|
|
|
|
