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BAB V KESIMPULAN dan SARAN 5.1 Kesimpulan Beton Pondasi P3 (1200 X 1200) 2.51 m3 1,814,735.00 4,551,355.38 4 Beton Pondasi PG (4000 X 2300) 11.86 m3 1,165,711.00 13,820,669.62 5 Beton
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