|
|
|
|
|
|
|
|
No. JP |
|
| 1.1 |
|
|
|
Uraian pekeraan | Pengukuran bengung untuk mc |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| bh |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| Patok kayu ukuran 4x6x50 cm x 10 | 0.0120 | m3 |
| 0.00 |
2 |
| cat meni | 0.1200 | kg |
| 0.00 |
3 |
| paku payung | 0.0500 | kg |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
| 0.00 |
1 |
| Juru ukur | 1.5000 | org/hr |
| 0.00 |
2 |
| Pekerja | 4.5000 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| Pesawat ukur | 1.0000 | unit |
| 0.00 |
2 |
| Meteran | 0.0300 | bh |
| 0.00 |
3 |
| palu | 0.0600 | bh |
| 0.00 |
|
|
|
|
|
|
|
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| 1.2 |
|
|
|
Uraian pekeraan | Pengukuran saluran untuk mc |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| km |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| Patok kayu ukuran 4x6x50 cm x 10 | 0.0252 | m3 |
| 0.00 |
2 |
| cat meni | 0.1200 | kg |
| 0.00 |
3 |
| paku payung | 0.0500 | kg |
| 0.00 |
|
|
|
|
|
| 0.00 |
II |
| TENAGA |
|
|
| 0.00 |
1 |
| Juru ukur | 2.0000 | org/hr |
| 0.00 |
2 |
| Pekerja | 6.0000 | org/hr |
| 0.00 |
|
|
|
|
|
| 0.00 |
III |
| ALAT |
|
|
| 0.00 |
1 |
| Pesawat ukur | 2.0000 | unit |
| 0.00 |
2 |
| Meteran | 0.0450 | bh |
| 0.00 |
3 |
| palu | 0.0900 | bh |
| 0.00 |
|
|
|
|
|
|
|
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
No. JP |
|
| 1.3 |
|
|
|
Uraian pekeraan | Pengukuran bangunan untuk mc |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| bh |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| Patok kayu ukuran 4x6x50 cm x 10 | 0.0036 | m3 |
| 0.00 |
2 |
| cat meni | 0.0200 | kg |
| 0.00 |
3 |
| paku payung | 0.0100 | kg |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
| 0.00 |
1 |
| Juru ukur | 0.2500 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.7500 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| Pesawat ukur | 0.2500 | unit |
| 0.00 |
2 |
| Meteran | 0.0200 | bh |
| 0.00 |
3 |
| palu | 0.0300 | bh |
| 0.00 |
|
|
|
|
|
|
|
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| 1.4 |
|
|
|
Uraian pekeraan | Pendongkelan rumpun bambu |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m2 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0450 | org/hr |
| 0.00 |
2 |
| Pekerja | 1.3270 | org/hr |
| 0.00 |
|
|
|
|
|
| 0.00 |
III |
| ALAT |
|
|
| 0.00 |
1 |
| ganco | 0.0500 | bh |
| 0.00 |
2 |
| pemadatan timbunan (vibro/stamper) | 0.9000 | unit/m3 |
| 0.00 |
3 |
| keranjang | 0.2250 | bh |
| 0.00 |
|
|
|
|
|
|
|
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| 1.5 |
|
|
|
Uraian pekeraan | Pendongkelan rumpun bambu dan menimbun kembali |
|
|
| bekas dongkelan |
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m2 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| tanah urug | 0.9000 | m3 |
| 0.00 |
|
|
|
|
|
| 0.00 |
II |
| TENAGA |
|
|
| 0.00 |
1 |
| mandor | 0.0540 | org/hr |
| 0.00 |
2 |
| Pekerja | 1.5750 | org/hr |
| 0.00 |
|
|
|
|
|
| 0.00 |
III |
| ALAT |
|
|
| 0.00 |
1 |
| ganco | 0.0500 | bh |
| 0.00 |
2 |
| pemadatan timbunan (vibro/stamper) | 0.9000 | unit/m3 |
| 0.00 |
3 |
| keranjang | 0.2250 | bh |
| 0.00 |
4 |
| kereta dorong / alat angkut | 0.0420 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| 1.6 |
|
|
|
Uraian pekeraan | pendongkelan pohon keliling > 0.75 m |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| btg |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.4000 | org/hr |
| 0.00 |
2 |
| Pekerja | 3.0000 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| gergaji | 0.0340 | bh |
|
|
2 |
| ganco | 0.0500 | bh |
| 0.00 |
3 |
| pemadatan timbunan (vibro/stamper) | 0.9000 | unit/m3 |
| 0.00 |
4 |
| sabit besar | 0.0400 | bh |
| 0.00 |
5 |
| kereta dorong / alat angkut | 0.0420 | bh |
|
|
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| 1.7 |
|
|
|
Uraian pekeraan | pendongkelan pohon keliling > 0.75 m |
|
|
| dan menimbul kembali bekas dongkelan |
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| btg |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
| tanah urug | 1.2000 | m3 |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
| 0.00 |
1 |
| mandor | 0.4120 | org/hr |
| 0.00 |
2 |
| Pekerja | 3.3300 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| gergaji | 0.0340 | bh |
| 0.00 |
2 |
| ganco | 0.0500 | bh |
| 0.00 |
3 |
| pemadatan timbunan (vibro/stamper) | 0.9000 | unit/m3 |
| 0.00 |
4 |
| sabit besar | 0.0400 | bh |
| 0.00 |
5 |
| kereta dorong / alat angkut | 0.0420 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| 1.8 |
|
|
|
Uraian pekeraan | kosrekan tanah tabal 15 cm dan dibuang keluar |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m2 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0190 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.1560 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0830 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| II.1 |
|
|
|
Uraian pekeraan | pembuatan dan pembongkaran kisdam dng tinggi > 1m |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| gedeg | 2.0000 | m2 |
| 0.00 |
2 |
| bongkotan bambu | 2.0000 | btg |
| 0.00 |
3 |
| kawat | 0.3700 | kg |
| 0.00 |
4 |
| tanah urug | 0.5000 | m3 |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
| 0.00 |
1 |
| mandor | 0.0380 | org/hr |
| 0.00 |
2 |
| kepala tukang kayu | 0.0050 | org/hr |
| 0.00 |
3 |
| tukang kayu | 0.0460 | org/hr |
| 0.00 |
4 |
| Pekerja | 1.0370 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| alat pelacip/ pisau besar | 0.0800 | bh |
| 0.00 |
2 |
| bodem | 0.0300 | bh |
| 0.00 |
3 |
| keranjang | 0.0400 | unit/m3 |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| II.1a |
|
|
|
Uraian pekeraan | pembuatan dan pembongkaran kisdam terpal plastik |
|
|
| dengan tinggi 1 m |
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m2 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| gedeg | 1.5000 | m2 |
| 0.00 |
2 |
| bongkotan bambu | 1.6000 | btg |
| 0.00 |
3 |
| kawat | 0.3700 | kg |
| 0.00 |
4 |
| tanah urug | 2.0000 | m3 |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
| 0.00 |
1 |
| mandor | 0.0380 | org/hr |
| 0.00 |
2 |
| kepala tukang kayu | 0.0050 | org/hr |
| 0.00 |
3 |
| tukang kayu | 0.0460 | org/hr |
| 0.00 |
4 |
| Pekerja | 1.0370 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| alat pelacip/ pisau besar | 0.0800 | bh |
| 0.00 |
2 |
| bodem | 0.0300 | bh |
| 0.00 |
3 |
| keranjang | 0.0400 | unit/m3 |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.1 |
|
|
|
Uraian pekeraan | galian tanah biasa langsung untuk ditimbun / |
|
|
| dibuang |
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0340 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.7200 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0500 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.2 |
|
|
|
Uraian pekeraan | galian tanah biasa langsung untuk ditimbun / |
|
|
| dibuang+ 50 m |
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0340 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.7200 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0500 | bh |
| 0.00 |
2 |
| kereta dorong | 0.0560 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.2a |
|
|
|
Uraian pekeraan | timbunan tanah bekas galian diratakan |
|
|
| dan dirapikan ( manual ) |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0100 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.2500 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0500 | bh |
| 0.00 |
2 |
| kereta dorong | 0.0560 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.3 |
|
|
|
Uraian pekeraan | galian tanah berbatu dibuang 50 m |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0580 | org/hr |
| 0.00 |
2 |
| Pekerja | 1.5650 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0500 | bh |
| 0.00 |
2 |
| kereta dorong | 1.0000 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.4 |
|
|
|
Uraian pekeraan | galian tanah keras / cadas dibuang 50 m |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0610 | org/hr |
| 0.00 |
2 |
| Pekerja | 1.4640 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0500 | bh |
| 0.00 |
2 |
| kereta dorong | 0.1110 | unit |
| 0.00 |
3 |
| jack hamer | 0.0240 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.5 |
|
|
|
Uraian pekeraan | galian tanah diangkut > 1 m untuk timbunan |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0350 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.9500 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0500 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.6 |
|
|
|
Uraian pekeraan | galian tanah berbatu diangkat > 1m dibuang |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0460 | org/hr |
| 0.00 |
2 |
| Pekerja | 1.5800 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0500 | bh |
| 0.00 |
2 |
| kereta dorong | 0.1000 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.7 |
|
|
|
Uraian pekeraan | galian tanah keras /cadas diangkat > 1m dibuang |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0590 | org/hr |
| 0.00 |
2 |
| Pekerja | 1.3200 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
| 0.00 |
1 |
| keranjang | 0.0500 | bh |
| 0.00 |
2 |
| kereta dorong | 0.1110 | unit |
| 0.00 |
3 |
| jack hamer | 0.0240 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.8 |
|
|
|
Uraian pekeraan | pemadatan tanah timbunan dan dirapikan |
|
|
| (mekanis) |
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0040 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.0900 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| pemadat timbunan (vibro/stamper) | 0.3750 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.9 |
|
|
|
Uraian pekeraan | timbunan tanah kembali dipadatkan dan |
|
|
| dirapikan ( mekanis ) |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0160 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.4310 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| pemadat timbunan (vibro/stamper) | 0.3750 | unit |
| 0.00 |
2 |
| keranjang | 0.1250 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.10 |
|
|
|
Uraian pekeraan | timbunan tanah dari luar dipadatkan |
|
|
| dan dirapikan ( mekanis ) |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| tanah urug | 1.2000 | m3 |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0120 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.3300 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| pemadat timbunan (vibro/stamper) | 0.3750 | unit |
| 0.00 |
2 |
| keranjang | 0.1250 | bh |
| 0.00 |
3 |
| kereta dorong | 0.0560 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.10a |
|
|
|
Uraian pekeraan | timbunan tanah sirtu dari luar dipadatkan |
|
|
| dan dirapikan ( mekanis ) |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| tanah urug ( sirtu ) | 1.2000 | m3 |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0120 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.3300 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| pemadat timbunan (vibro/stamper) | 0.3750 | unit |
| 0.00 |
2 |
| keranjang | 0.1250 | bh |
| 0.00 |
3 |
| kereta dorong | 0.0560 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.11 |
|
|
|
Uraian pekeraan | timbunan tanah sirtu dari luar dipadatkan |
|
|
| dan dirapikan ( mekanis ) |
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0090 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.2210 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| timbris | 0.1670 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.12 |
|
|
|
Uraian pekeraan | timbunan tanahkembali dipadatkan dan dirapikan |
|
|
| manual |
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0230 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.6380 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| timbris | 0.1670 | unit |
| 0.00 |
2 |
| keranjang | 0.1250 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| III.13 |
|
|
|
Uraian pekeraan | timbunan tanah dari luar dipadatkan dan dirapikan |
|
|
| manual |
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0180 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.4490 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| timbris | 0.1670 | unit |
| 0.00 |
2 |
| keranjang | 0.1250 | bh |
| 0.00 |
3 |
| kereta dorong | 0.0560 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| IV.1 |
|
|
|
Uraian pekeraan | bongkaran pasangan batu kali dan dibersihkan |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.2050 | org/hr |
| 0.00 |
2 |
| Pekerja | 2.0480 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| bodem | 0.0100 | bh |
| 0.00 |
2 |
| keranjang | 0.0830 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| IV.2 |
|
|
|
Uraian pekeraan | pasangan batu kali bekas bongkaran dengan |
|
|
| spesi 1pc:4ps |
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| batu kali | 0.0000 | m3 |
| 0.00 |
2 |
| pasir | 0.5220 | m3 |
| 0.00 |
3 |
| semen 50 kg | 3.2570 | zak |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.1440 | org/hr |
| 0.00 |
|
| kepala tukang | 0.0960 | org/hr |
| 0.00 |
1 |
| tukang | 0.9600 | org/hr |
| 0.00 |
2 |
| Pekerja | 2.8800 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| molen | 0.1670 | unit/hr |
| 0.00 |
2 |
| ember | 0.1670 | bh |
| 0.00 |
3 |
| kotak adukan | 0.0110 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| IV.3 |
|
|
|
Uraian pekeraan | pasangan batu kali dengan spesi 1pc: 4ps |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| batu kali | 1.2000 | m3 |
| 0.00 |
2 |
| pasir | 0.5220 | m3 |
| 0.00 |
3 |
| semen 50 kg | 3.2570 | zak |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.1440 | org/hr |
| 0.00 |
|
| kepala tukang | 0.0960 | org/hr |
| 0.00 |
1 |
| tukang | 0.9600 | org/hr |
| 0.00 |
2 |
| Pekerja | 2.8800 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| molen | 0.1670 | unit/hr |
| 0.00 |
2 |
| ember | 0.1670 | bh |
| 0.00 |
3 |
| kotak adukan | 0.0110 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| IV.4 |
|
|
|
Uraian pekeraan | siaran spesi 1pc: 2ps |
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| pasir | 0.0080 | m3 |
| 0.00 |
2 |
| semen 50 kg | 0.1650 | zak |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0170 | org/hr |
| 0.00 |
|
| kepala tukang | 0.0120 | org/hr |
| 0.00 |
1 |
| tukang | 0.1150 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.3460 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| ember | 0.0100 | bh |
| 0.00 |
2 |
| cetok | 0.0200 | bh |
| 0.00 |
3 |
| kuas | 0.1670 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| IV.5 |
|
|
|
Uraian pekeraan | plesteran tb 1.5 cm dengan spesi 1 pc:3ps |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| pasir | 0.0190 | m3 |
| 0.00 |
2 |
| semen 50 kg | 0.1630 | zak |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0190 | org/hr |
| 0.00 |
|
| kepala tukang | 0.0190 | org/hr |
| 0.00 |
1 |
| tukang | 0.1900 | org/hr |
| 0.00 |
2 |
| Pekerja | 0.3840 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| kasutan kayu | 0.0330 | bh |
| 0.00 |
2 |
| ember | 0.0100 | bh |
| 0.00 |
3 |
| kotak adukan | 0.0100 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| IV.6 |
|
|
|
Uraian pekeraan | bronjong kawat galvanis d=4mm |
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| batu kali | 1.3000 | m3 |
| 0.00 |
2 |
| kawat galvanis | 15.0000 | kg |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor pengisi | 0.0240 | org/hr |
| 0.00 |
2 |
| mandor penganyam | 0.0260 | org/hr |
| 0.00 |
3 |
| penganyam | 0.7040 | org/hr |
| 0.00 |
4 |
| pekerja pengisi | 1.3820 | org/hr |
| 0.00 |
5 |
| pekerja penganyam | 0.5760 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| tang pemotong kawat | 0.0100 | bh |
| 0.00 |
2 |
| palu /bodem | 0.0100 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.1 |
|
|
|
Uraian pekeraan | beton kurus campuran 1pc:3ps:6kr |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| batu koral beton | 1.0000 | m3 |
| 0.00 |
2 |
| pasir cor | 0.5000 | m3 |
| 0.00 |
3 |
| semen 50 kg | 4.2400 | zak |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.2400 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0400 | org/hr |
| 0.00 |
3 |
| tukang batu | 0.4000 | org/hr |
| 0.00 |
4 |
| pekerja | 4.8000 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| molen | 0.2000 | unit/hr |
| 0.00 |
2 |
| vibrator | 0.2000 | unit/hr |
| 0.00 |
3 |
| ember | 0.0100 | bh |
| 0.00 |
4 |
| kotak adukan | 0.0120 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.a |
|
|
|
Uraian pekeraan | beton k 125 |
|
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| batu koral beton | 1.0000 | m3 |
| 0.00 |
2 |
| pasir cor | 0.5000 | m3 |
| 0.00 |
3 |
| semen 50 kg | 5.0000 | zak |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.2400 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0400 | org/hr |
| 0.00 |
3 |
| tukang batu | 0.4000 | org/hr |
| 0.00 |
4 |
| pekerja | 4.8000 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| molen | 0.2000 | unit/hr |
| 0.00 |
2 |
| vibrator | 0.0100 | unit/hr |
| 0.00 |
3 |
| ember | 0.2000 | bh |
| 0.00 |
4 |
| kotak adukan | 0.0120 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.B |
|
|
|
Uraian pekeraan | beton k 175 |
|
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| batu mesin pecah/split | 0.9600 | m3 |
| 0.00 |
2 |
| pasir cor | 0.4800 | m3 |
| 0.00 |
3 |
| semen 50 kg | 5.9700 | zak |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.2400 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0400 | org/hr |
| 0.00 |
3 |
| tukang batu | 0.4000 | org/hr |
| 0.00 |
4 |
| pekerja | 4.8000 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| molen | 0.2000 | unit/hr |
| 0.00 |
2 |
| vibrator | 0.0100 | unit/hr |
| 0.00 |
3 |
| ember | 0.2000 | bh |
| 0.00 |
4 |
| kotak adukan | 0.0120 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.C |
|
|
|
Uraian pekeraan | beton k 225 |
|
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| batu mesin pecah/ split | 0.8200 | m3 |
| 0.00 |
2 |
| pasir cor | 0.5400 | m3 |
| 0.00 |
3 |
| semen 50 kg | 6.8000 | zak |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.2400 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0400 | org/hr |
| 0.00 |
3 |
| tukang batu | 0.4000 | org/hr |
| 0.00 |
4 |
| pekerja | 4.8000 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| molen | 0.2000 | unit/hr |
| 0.00 |
2 |
| vibrator | 0.0100 | unit/hr |
| 0.00 |
3 |
| ember | 0.2000 | bh |
| 0.00 |
4 |
| kotak adukan | 0.0120 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.D |
|
|
|
Uraian pekeraan | begesting kayu termasuk pembongkaran |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| kayu begesting | 0.0400 | m3 |
| 0.00 |
2 |
| paku | 0.4000 | kg |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0100 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0480 | org/hr |
| 0.00 |
3 |
| tukang batu | 0.0480 | org/hr |
| 0.00 |
4 |
| pekerja | 0.5760 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| palu | 0.0100 | bh |
| 0.00 |
2 |
| gergaji | 0.0100 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.E |
|
|
|
Uraian pekeraan | besi tulangan untuk beton struktur |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| kg |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| besi beton | 110.0000 | kg |
| 0.00 |
2 |
| kawat beton | 2.0000 | kg |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 2.8800 | org/hr |
| 0.00 |
2 |
| tukang | 8.6400 | org/hr |
| 0.00 |
3 |
| pekerja | 8.6400 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| gunting pemotong baja | 0.0200 | bh |
| 0.00 |
2 |
| kunci pembengkok tulangan | 0.0100 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.2 |
|
|
|
Uraian pekeraan | beton bertulang k 125untuk plat pelayanan dan titian |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| beton k125(VA) | 1.0000 | m3 |
| 0.00 |
2 |
| besi tulangan VE | 100.0000 | kg |
| 0.00 |
3 |
| Begesting ( VD) | 7.0000 | m2 |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.4 |
|
|
|
Uraian pekeraan | beton bertulang k 125 untuk pondasi plat beton |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| beton k125(VA) | 1.0000 | m3 |
| 0.00 |
2 |
| besi tulangan VE | 35.0000 | kg |
| 0.00 |
3 |
| Begesting ( VD) | 7.0000 | m2 |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| V.5 |
|
|
|
Uraian pekeraan | beton bertulang k 175 untuk jembatan orang & kendaraan |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| beton k175(VA) | 1.0000 | m3 |
| 0.00 |
2 |
| besi tulangan VE | 100.0000 | kg |
| 0.00 |
3 |
| Begesting ( VD) | 10.0000 | m2 |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.1 |
|
|
|
Uraian pekeraan | Tiang pancang dolken d > 10 cm |
|
|
|
| L>3 m masuk 1m |
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| btg |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| kayu dolken / gelam d> 10cm L>3 M | 1.0000 | kg |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0800 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0000 | org/hr |
| 0.00 |
3 |
| tukang | 0.1040 | org/hr |
| 0.00 |
3 |
| pekerja | 0.3300 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| triport dan timbris | 0.0150 | bh |
| 0.00 |
2 |
| bodem | 0.0150 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.2 |
|
|
|
Uraian pekeraan | stoplog kayu balau / tahun |
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| kayu balau/ tahun | 1.0000 | m3 |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.1140 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0720 | org/hr |
| 0.00 |
3 |
| tukang | 1.4400 | org/hr |
| 0.00 |
3 |
| pekerja | 5.7600 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| palu | 0.0500 | bh |
| 0.00 |
2 |
| alat bantu | 0.0360 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
No. JP |
|
| VI.3 |
|
|
|
Uraian pekeraan | pengeringan pempmpaan air |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| jam |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| solar | 0.5000 | ltr |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| operator | 0.0420 | org/hr |
| 0.00 |
2 |
| mekanik | 0.0420 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| pompa air | 0.0420 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.4 |
|
|
|
Uraian pekeraan | penanaman tambalan rumput |
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m2 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| gebalan rumput | 1.0000 | m2 |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0100 | org/hr |
| 0.00 |
2 |
| pekerja | 0.1440 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| tusuk bambu | 0.0200 | bh |
| 0.00 |
2 |
| gerobak | 0.0050 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.5 |
|
|
|
Uraian pekeraan | tiang pancang bongkotan d>10cm L>3m |
|
|
| masuk 1m |
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| btg |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| bongkotan d>10cm L>3m | 1.0000 | btg |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0800 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0000 | org/hr |
| 0.00 |
3 |
| tukang | 0.1040 | org/hr |
| 0.00 |
4 |
| pekerja | 0.3300 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| tripot dan timbris | 0.0150 | bh |
| 0.00 |
2 |
| bodem | 0.0150 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.6 |
|
|
|
Uraian pekeraan | gorong2 buis beton d=0.30 m (k-175) tbl 5cm |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| buis beton | 2.0000 | bh |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
| 0.00 |
1 |
| mandor | 0.0290 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0120 | org/hr |
| 0.00 |
3 |
| tukang | 0.1160 | org/hr |
| 0.00 |
4 |
| pekerja | 0.5810 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| linggis | 0.0500 | bh |
| 0.00 |
2 |
| kayu pemiku dan tampar | 0.0500 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.7 |
|
|
|
Uraian pekeraan | gorong2 buis beton d=0.40 m (k-175) tbl 5cm |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| buis beton | 2.0000 | bh |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0370 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0150 | org/hr |
| 0.00 |
3 |
| tukang | 0.1490 | org/hr |
| 0.00 |
4 |
| pekerja | 0.7440 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| linggis | 0.0530 | bh |
| 0.00 |
2 |
| kayu pemiku dan tampar | 0.0530 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.8 |
|
|
|
Uraian pekeraan | gorong2 buis beton d=0.50 m (k-175) tbl 5cm |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| buis beton | 2.0000 | bh |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0460 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0260 | org/hr |
| 0.00 |
3 |
| tukang | 0.0263 | org/hr |
| 0.00 |
4 |
| pekerja | 1.3150 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| linggis | 0.0590 | bh |
| 0.00 |
2 |
| kayu pemiku dan tampar | 0.0590 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.9 |
|
|
|
Uraian pekeraan | gorong2 buis beton d=0.60 m (k-175) tbl 5cm |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| buis beton | 2.0000 | bh |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0660 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0262 | org/hr |
| 0.00 |
3 |
| tukang | 0.0263 | org/hr |
| 0.00 |
4 |
| pekerja | 1.3500 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| linggis | 0.0590 | bh |
| 0.00 |
2 |
| kayu pemiku dan tampar | 0.0590 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.10 |
|
|
|
Uraian pekeraan | gorong2 buis beton d=0.80 m (k-175) tbl 5cm |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| buis beton | 2.0000 | bh |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.1190 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0480 | org/hr |
| 0.00 |
3 |
| tukang | 0.4770 | org/hr |
| 0.00 |
4 |
| pekerja | 2.3860 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| linggis | 0.0630 | bh |
| 0.00 |
2 |
| kayu pemiku dan tampar | 0.0630 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.11 |
|
|
|
Uraian pekeraan | gorong2 buis beton d=1.00 m (k-175) tbl 5cm |
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| buis beton | 2.0000 | bh |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.1860 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0750 | org/hr |
| 0.00 |
3 |
| tukang | 0.7460 | org/hr |
| 0.00 |
4 |
| pekerja | 3.7300 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| linggis | 0.0670 | bh |
| 0.00 |
2 |
| kayu pemiku dan tampar | 0.0670 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.12 |
|
|
|
Uraian pekeraan | turap bambu |
|
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m2 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
1 |
| batang bambu | 1.0000 | bh |
| 0.00 |
2 |
| gedeg | 1.0000 | m2 |
| 0.00 |
3 |
| kawat ikat | 0.3700 | kg |
| 0.00 |
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.0200 | org/hr |
| 0.00 |
2 |
| kepala tukang | 0.0020 | org/hr |
| 0.00 |
3 |
| tukang | 0.0190 | org/hr |
| 0.00 |
4 |
| pekerja | 0.8640 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| alat pelancip/ pisau besar | 0.0400 | bh |
| 0.00 |
2 |
| bodem | 0.0100 | bh |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
|
|
|
|
|
|
|
No. JP |
|
| VI.13 |
|
|
|
Uraian pekeraan | bongkaran beton bertulang |
|
|
|
|
|
|
|
|
NOMOR |
| URAIAN KEGIATAN | Koef. | SATUAN | HARGA | HARGA |
| SATUAN |
|
|
|
| m3 |
|
|
|
|
|
|
|
|
|
I |
| BAHAN |
|
|
|
|
|
|
|
|
|
|
|
II |
| TENAGA |
|
|
|
|
1 |
| mandor | 0.5120 | org/hr |
| 0.00 |
2 |
| pekerja | 5.2400 | org/hr |
| 0.00 |
|
|
|
|
|
|
|
III |
| ALAT |
|
|
|
|
1 |
| bodem | 0.0200 | unit |
| 0.00 |
2 |
| bodem | 1.0000 | unit |
| 0.00 |
3 |
| keranjang | 0.0500 | unit |
| 0.00 |
|
|
|
| Nilai HSPK : | 0.00 |
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