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Urut Berdasarkan
Register : 15-04-2014 — Putus : 12-08-2014 — Upload : 13-08-2014
Putusan PN TERNATE Nomor 09/Pid.Sus-TPK/2014/PN Tte Tanggal 12 Agustus 2014 — DEBBY IVONE QUE
91 — 32
91 — 32
PEKERJAAN BETONLANTAI TOP FLOOR1 Kolom90/90 K1 (260 kg) M3 17,81 9.674.455,00 172.301.865,452 Lantai Rigis Beton t=5 cm (45,34 M3 256,89 2.830.938,00 727.494.447,24kg/m3)3 Balok Beton 30/60 CO (164,6 kg/m3) M3 29,39 7.447.038,00 218.898.234,974 Balok Beton 30/60 C1 (132,5 kg/m3) M3 43,50 6,808. 248,00 296.186.020,995 Balok Beton 20/40 C2 (158,18 kg/m3) M3 8,77 7.319.280,00 64.204.724,166 Balok Beton 40/80 CL (166,74 kg/m3) M3 7,30 7.489.624,00 54.667.775,58 7 Plak Dak Beton12 cm (51,375 kg/m3) M3 101,80
PEKERJAAN BETONLANTAI TOP FLOOR1 Kolom90/90 K1 (260 kg) M3 17,81 9.674.455,00 172.301.865,452 Lantai Rigis Beton t=5 cm (45,34 M3 256,89 2.830.938,00 727.494.447,24kg/m3)3 Balok Beton 30/60 CO (164,6 kg/m3) M3 29,39 7.447.038,00 218.898.234,974 Balok Beton 30/60 C1 (132,5 kg/m3) M3 43,50 6,808. 248,00 296.186.020,995 Balok Beton 20/40 C2 (158,18 kg/m3) M3 8,77 7.319.280,00 64.204.724,166 Balok Beton 40/80 CL (166,74 kg/m3) M3 7,30 7.489.624,00 54.667.775,587 Plak Dak Beton12 cm (51,375 kg/m3) M3 101,80
Putus : 30-06-2014 — Upload : 14-08-2015
Putusan MAHKAMAH AGUNG Nomor 751 K/Pid.Sus/2014 Tanggal 30 Juni 2014 — KURNIAWAN alias WAWAN bin AMRIN JAFA
69 — 41 — Berkekuatan Hukum Tetap
69 — 41 — Berkekuatan Hukum Tetap
No. 751 K/Pid.Sus/201 4 Balok Beton 30/60, CO3 M3 29,39 7.447.038,00 218.898.234,97(164,6 kg/m3) Balok Beton 30/60, C14 Ms 43,50 6.808.248,00 296.186.020,99(132,5 kg/m3) Balok Beton 20/40, C25 M3 8,77. 7.319.280,00/ 64.204.724,16(158,18 kg/m3) Balok Beton 40/80, CL6 Ms 7,30 7.489.624,00) 54.667.765,58(166,74 kg/m3) Plat Dak Beton 12 cm7 Ms 101,80 5.131.373,50 522.377.927,44(51,375 kg/m3 JUMLAH HARGA PEKERJAAN SARANAlll DAN PRASARANAPENUNJANG Timbunan Tanah LuarMs 852,78 173.430,00 147.897.635,40Bangunan
Register : 10-09-2013 — Putus : 28-01-2014 — Upload : 29-01-2014
Putusan PN TERNATE Nomor 18/Pid.Tipikor/2013/PN.Tte Tanggal 28 Januari 2014 — SAFIUDDIN BUAMONA BOT,ST
99 — 48
99 — 48
BETONLANTAI TOP FLOOR1 Kolom 90/90 K1 (260 kg) M3 17,81 9.674.455,00 172.301.865,452 Lantai Rigit Beton t:5 cm (45,34 M3 256,89 2.830.938,00 727.494.447,24kg/m3)3 Balok Beton 30/60, CO (164,6 M3 29,39 7.447.038,00 218.898.234,97kg/m3)4 Balok Beton 30/60, C1 (132,5 M3 43,50 6.808.248,00 296.186.020,99kg/m3)5 Balok Beton 20/40, C2 (158,18 M3 8,77 7.319.280,00 64.204.724,16kg/m3)6 Balok Beton 40/80, CL (166,74 M3 7,30 7.489.624,00 54.667.765,58kg/m3)7 Plat Dak Beton 12 cm (51,375 kg/m3 M3 101,80 5.131.373,50
BETONLANTAI TOP FLOOR1 Kolom 90/90 K1 (260 kg) M3 17,81 9.674.455,00 172.301.865,452 Lantai Rigit Betont:5 cm (45,34 M3 256,89 2.830.938,00 727.494.447,24kg/m3)3 Balok Beton 30/60, CO (164,6 M3 29,39 7.447.038,00 218.898.234,97kg/m3)4 Balok Beton 30/60, C1 (132,5 M3 43,50 6.808. 248,00 296.186.020,99kg/m3)5 Balok Beton 20/40, C2 (158,18 M3 8,77 7.319.280,00 64.204.724,16kg/m3)6 Balok Beton 40/80, CL (166,74 M3 7,30 7.489.624,00 54.667.765,58kg/m3)7 Plat Dak Beton 12 cm (51,375 kg/m3 M3 101,80 5.131.373,50
Register : 24-01-2017 — Putus : 13-06-2017 — Upload : 03-08-2017
Putusan PN TERNATE Nomor 1/Pid.Sus-TPK/2017/PN Tte Tanggal 13 Juni 2017 — AHMAD HIDAYAT MUS, SE alias AHM
148 — 81
148 — 81
BETONHl LANTAI TOPFLOOR Kolom 90/90 Ki M3 17,81 9.674.455,00 172.301.865,451 (260 kg) Lantai Rigit Beton M3 256,89 2.830.938,00 727.494.447,242 t'5 cm (45,34kg/m3) Balok Beton 30/60 M3 29,39 7.447.038,00 218.898.234,973 CO (164,6 kg/m3) Balok Beton 30/60 M3 43,50 6.808.248,00 296.186.020,994 C1 (132,5 kg/m3) Balok Beton 20/40 M3 8,77 7.319.280,00 64.204.724,165 C2 (158,18 kg/m3) Balok Beton 40/80 M3 7,30 7.489.624,00 54.667.765,586 CL (166,74 kg/m3) Plat Dak Beton 14 M3 101,80 5.131.373,50 522.377.927,447
BETONILANTAI TOP FLOORKolom M3 9.674.455,00 172.301.865,4590/90 K1 (260 kg) 7,81Lantai M3 2.830.938,00 727.494.447,24Rigit Beton t:5 cm 56,89(45,34 kg/m3)Balok M3 7.447.038,00 218.898.234,97Beton 30/60, (Cq 9,39(164,6 kg/m3) Balok M3 43,50 6.808.248,00 296. 186.020,99Beton 30/60, C1(132,5 kg/m3) Balok M3 8,77 7.319.280,00 64.204.724,16Beton 20/40, Cd(158,18 kg/m3) Balok M3 7,30 7.489.624,00 54.667.765,58Beton 40/80, CL(166,74 kg/m3) Plat M3 101,80 522.377.927,44Dak Beton 12 cm .131.373,50(51,375