- NO.
- URAIAN PEKERJAAN
- VOLUME
- SATUAN
- ANALISA
- HARGA SATUAN
- JUMLAH HARGA
-
-
-
-
-
- (Rp.)
- (Rp.)
- 1
- 2
- 3
- 4
- 5
- 6
- 7
- I
- PEKERJAAN PERSIAPAN
-
-
-
-
-
- 1
- Pembersihan Lapangan
- 384.000
- m2
- SNI-03-2835-2002
- 9,500.00
- 3,648,000.00
- 2
- Pemasangan Bouwplank
- 86.000
- m'
- SNI-T-01-B
- 29,800.00
- 2,562,800.00
- 3
- Barak Kerja
- 1.000
- Ls
- Taksir
- 2,000,000.00
- 2,000,000.00
-
-
-
- Jumlah
- 8,210,800.00
- II
- PEKERJAAN TANAH DAN PONDASI
-
-
-
- 1
- Galian Tanah Pondasi Tapak 140 × 140 cm
- 112.640
- m3
- SNI-T-01-D
- 35,200.00
- 3,964,928.00
- 2
- Galian tanah pondasi tapak 120 × 120 cm
- 19.600
- m3
- SNI-T-01-D
- 12,850.00
- 251,860.00
- 3
- Galian tanah pondasi tapak 100 × 100 cm
- 31.680
- m3
- SNI-T-01-D
- 150,700.00
- 4,774,176.00
- 4
- Urugan pasir alas pondasi tapak 140 × 140 cm
- 2.820
- m3
- Anl. A.18
- 150,700.00
- 424,974.00
- 5
- Urugan pasir alas pondasi tapak 120 × 120 cm
- 0.490
- m3
- Anl. A.18
- 150,700.00
- 73,843.00
- 6
- Urugan pasir alas pondasi tapak 100 × 100 cm
- 0.790
- m3
- Anl. A.18
- 150,700.00
- 119,053.00
- 7
- Urugan kembali bekas galian
- 40.980
- m3
- SNI-T-01-G
- 12,850.00
- 526,593.00
- 8
- Galian Tanah Pondasi Menerus
- 69.370
- m3
- SNI-T-01-C
- 30,400.00
- 2,108,848.00
- 9
- Urugan kembali bekas galian
- 17.340
- m3
- SNI-T-01-G
- 12,850.00
- 222,819.00
- 10
- Urugan pasir alas pondasi
- 8.220
- m3
- Anl. A.18
- 150,700.00
- 1,238,754.00
- 11
- Pasangan Batu Kosong/aanstamping
- 29.000
- m3
- SNI-T-02-A
- 150,700.00
- 4,370,300.00
- 12
- Pasangan Pondasi Batu Gunung/Kali 1:4
- 14.500
- m3
- SNI-T-02-B
- 489,570.00
- 7,098,765.00
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