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Siap2 addendum cssd
1. Kegiatan : Pengadaan, Peningkatan Sarana Prasarana Rumah Sakit Umum Daerah Sambas Kontraktor : CV. TAUFIK AKBAR
Pekerjaan : Pengawasan Pembangunan Gedung CSSD RSUD SMBAS Kontrak No. ;
Lokasi : Rumah Sakit Umum Daerah Sambas Tanggal ;
Tahun Anggaran : 2019 Konsultan : CV. DW KREASI KONSULTAN
Harga Jumlah Harga Jumlah
Satuan Harga Satuan Harga Tambah Kurang Ket
Nilai Sat Rp Rp Nilai Sat Rp Rp Rp Rp
A PEMBANGUNAN GEDUNG CCSD
I PEKERJAAN PENDAHULUAN
1 Pembersihan Lokasi 1.00 Lsm 1,750,000.00 1,750,000.00 1.00 Lsm 1,750,000.00 1,750,000.00 - - Tetap
2 Pemasangan Papan Nama Proyek 1.00 Lsm 450,000.00 450,000.00 1.00 Lsm 450,000.00 450,000.00 - - Tetap
3 Pengukuran & Pemasangan Bouwplank 1.00 Lsm 1,000,000.00 1,000,000.00 1.00 Lsm 1,000,000.00 1,000,000.00 - - Tetap
4 Mobilisasi Material Bangunan
- Papan Mall 27.00 Kpg 18,000.00 486,000.00 27.00 Kpg 18,000.00 486,000.00 - - Tetap
- Cerucuk 8 -10 cm - 4 m 34.00 Btg 12,000.00 408,000.00 34.00 Btg 12,000.00 408,000.00 - - Tetap
- Pembongkaran dan Perbaikan Pagar 1.00 Lsm 1,750,000.00 1,750,000.00 1.00 Lsm 1,750,000.00 1,750,000.00 - - Tetap
II PEKERJAAN PONDASI
1 Galian tanah Pondasi 65.26 M3 86,125.00 5,620,905.06 51.71 M3 86,125.00 4,453,300.94 - 1,167,604.12 Kurang
2 Urugan kembali tanah pondasi 48.59 M3 62,250.00 3,024,665.25 37.32 M3 62,250.00 2,323,377.35 - 701,287.90 Kurang
3 Cerucuk bentangor dia. 12 - 15 cm - 12 m 281.00 Btg 115,000.00 32,315,000.00 281.00 Btg 115,000.00 32,315,000.00 - - Tetap
4 Pemancangan cerucuk dia. 12 - 15 cm - 12 m 281.00 Btg 30,000.00 8,430,000.00 281.00 Btg 30,000.00 8,430,000.00 - - Tetap
5 Urugan pasir alas pondasi, t = 5 cm 3.92 M3 214,450.00 840,644.00 3.74 M3 214,450.00 801,223.80 - 39,420.20 Kurang
6 Lantai kerja beton mutu K 100, t = 5 cm 1.96 M3 1,161,653.86 2,276,841.56 1.38 M3 1,161,653.86 1,600,983.22 - 675,858.34 Kurang
7 Pondasi 1
- Beton K 225 9.00 M3 1,374,344.73 12,369,102.57 9.00 M3 1,374,344.73 12,369,102.57 - - Tetap
- Tulangan 1,210.39 kg 13,634.50 16,503,024.28 694.40 kg 13,634.50 9,467,796.80 - 7,035,227.48 Kurang
- Bekisting 24.00 M2 127,808.00 3,067,392.00 12.00 M2 127,808.00 1,533,696.00 - 1,533,696.00 Kurang
8 Pondasi 2
- Beton K 225 0.80 M3 1,374,344.73 1,099,475.78 0.80 M3 1,374,344.73 1,099,475.78 - - Tetap
- Tulangan 98.99 kg 13,634.50 1,349,679.16 119.00 kg 13,634.50 1,622,505.50 272,826.34 - Tambah
- Bekisting 4.00 M2 127,808.00 511,232.00 2.00 M2 127,808.00 255,616.00 - 255,616.00 Kurang
9 Kolom pondasi Uk 30/30
- Beton K 225 1.80 M3 1,374,344.73 2,467,635.96 0.54 M3 1,374,344.73 740,290.79 - 1,727,345.17 Kurang
- Tulangan 704.89 kg 13,634.50 9,610,882.70 563.92 kg 13,634.50 7,688,706.16 - 1,922,176.54 Kurang
- Bekisting 23.94 M2 127,808.00 3,059,723.52 7.18 M2 127,808.00 917,917.06 - 2,141,806.46 Kurang
10 Balok sloof Uk 20/40
- Beton K 225 7.60 M3 1,374,344.73 10,445,019.95 7.32 M3 1,374,344.73 10,060,203.42 - 384,816.52 Kurang
- Tulangan 844.39 kg 13,634.50 11,512,770.31 934.89 kg 13,634.50 12,746,787.25 1,234,016.94 - Tambah
- Bekisting 95.00 M2 127,808.00 12,141,760.00 95.00 M2 127,808.00 12,141,760.00 - - Tetap
11 Balok sloof Uk 15/30
- Beton K 225 0.83 M3 1,374,344.73 1,144,141.99 0.83 M3 1,374,344.73 1,144,141.99 - - Tetap
- Tulangan 150.03 kg 13,634.50 2,045,579.34 187.19 kg 13,634.50 2,552,269.32 506,689.98 - Tambah
- Bekisting 13.88 M2 127,808.00 1,773,336.00 13.88 M2 127,808.00 1,773,336.00 - - Tetap
2,013,533.26 17,584,854.73
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