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Urut Berdasarkan
 
Register : 30-01-2014 — Putus : 20-06-2014 — Upload : 20-03-2015
Putusan PN MATARAM Nomor 4/PID.SUS/TPK/2014/PN.MTR
Tanggal 20 Juni 2014 — - 1.JOKO WIDIGNO - 2.HERY WIJAYA, ST
6150
  • Balok BR 2 25/85 M3 4.792.0 16,84 80.689.0 2,616 12.53782,90 91,81 25 .286,8826. Balok BR3 20/25) M3 5.151.6 7,79 40.100.7 3,95 20.34993,77 84,29 .190,3927. BalokBR4 15/20 M3 7.184.7 2,42 17.379.8 2,22 15.95009,98 13,45 .056,1528. Balok ring Balok + M3 8.017.1 3,225 25.855gevel + Balok atap 65,84 .359,8 22 29. Balok BR 1 25/50 M3 5.454.0 3,937 21.47504,92 5 .144,37Balok BR 5 20/30 M3 5.454.0 3,6 19.63404,92 417,7Pek. Pelat29. Beton Rabat M3 565.545 10,04 5.678.07 10,04 5.678.,00 1,80 071,8030.
    Balok BR 2 25/35 M3 4.792.0 16,84 80.689.0 2,616 12.53782,90 91,81 25 .286,8 48 826. BalokBR3 20/25 M3 5.151.6 7,79 40.100.7 3,95 20.34993,77 84,29 .190,3g27. BalokBR4 15/20 M3 7.184.7 2,42 17.379.8 2,22 15.95009,98 13,45 .056,1528. Balok ring Balok + M3 8.017.1 = 3,225 25.855gevel + Balok atap 65,84 .359,8329. Balok BR 1 25/50 M3 5.454.0 3,937 21.47504,92 5 .144,37Balok BR 5 20/30 M3 5.454.0 : 3,6 19.63404,92 .417,7Pek. Pelat29.