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臺灣高雄地方法院109年度建字第31號

關鍵資訊

  • 裁判案由
    損害賠償
  • 案件類型
    民事
  • 審判法院
    臺灣高雄地方法院
  • 裁判日期
    112 年 02 月 20 日

  • 當事人
    鈺陞興業有限公司徐全興天泰工程有限公司徐昇平廣威營造有限公司邱珍珠

10931 112118 10662110742010862810875 1698405349312495116984053 ()169840535() 106621107420107420108123使使()() 106 6 21107 4 20107420108 75132016984053 ()490505使使2 492493124951113142 () A-1A-2A-3A-12A-13A-14C-3C-5C- 6C-13C-15E-5E-6H-2H-21J-13L-2M-2M-4N-3N-4 A-1 11307A-22463A-3ST1200A-121/32331A-131/22331A-143237C-315SD1SD2SD3使 6300C-54F10F7)4200C-66743200C-139.10ASD73000C-1513A-D1-3F 236.2551218E-515-D-E.14 4234E-613-14DD117.421 9492H-236.8 6109H-2162.78 1800J-1313.14ADW3 500L-21F~2F 2~2.5F4500M-2 6187M-4--10mm3200 N-3BE 12000N-4西*1*31 403634213845 E-4滿M-12西 使7西滿 751 1111E-4滿5560M-12西 4488÷2444455605560+44445560 A-4 RCRCA-11西使6 149277C-415 D5D-2E-2I-7J-7J-16L-3M-6M-8M-13M-14M-15M-15-1M-15-2M-16M-10 N-1N-2711 C-215 SD1SD2SD3C-10SD6M-5 710 C-115SD1.SD2.SD3A6-16 6500532500 A-6A-9I-1I-6J-5L-4M-1 M-3M-3-1.M-3-2.M-3-3M-11M-18N-5 2891807448 ()125131156 A-153500C-81000C-92400C-11200CM21000C-141000C-16600D-1400E-1600E-3600 E-7500E-8850E-9300E-11950 F11200H-71200H-11400H-12300 H-14850H-15550H-18900H-19800H-201200H-227001-57001-8500 1-1230001-14800M7300J~1550J-2400J-11600J-14500J-151000L-1400L-52700L-62100L-71000L-8850M-7-l3300M7-7-2605046750 ()563 4775000 8106721 使1211 9500使使108 123使 使使4775000 1 ()1546103213845+445560+32500+807448+46750 1546103 1546103109251875 7985239023922         112    2    20     20         112    2     21   A         A-1 8.4 :4,260 :8.4 :35,784 251027/200/1000/1027+200*8+1000113075 A-2 1.6 :1,290 :1.6 :2,604 251027/200/500/1027+200*1.6+50024635 A-3 ST :900 :2 :1,800 600/ 600*212005 A-4 RC :5,600 :1 :5,600 RC 5 A-6 西西 RC :13,600:2 :27,200 8BH180cm2517/A2-41.5m1.5m2517*1.53776/5000/3776+5000*2175525 A-9 西 RC@5.5M×3402.32 :725 :402.32 :291,682 8.25135/ 3lm6RC@3Mw=1cm,h=2cm+PU135/7210kgf/cm²1473/m³RC15cm1*1*0.15=0.15m³;1473*0.15=221/m²2019(10899570/m³9:2019RC15cm9,570*0.15=1436/m³8000/(1436+221+200)*5.5*1*3+8000=3756856 A-11 西 :147 :1015.49 :149,277 使6 A-12 1/3 :8,200 :1 :8,200 12,331 112ø810cm2331/2331*123316 A-13 1/2 :8,200 :1 :8,200 12,331 112ø810cm2331/2331*123316 A-14 3 :1,200 :1 4 :1,200 79/3×79=237 1979/m²79*32376 C 1F         C-1 15 SD1.SD2.SD3 :15,000:5 :75,000 6,5000532,500 A6-16 C-2 15 SD1SD2SD3 :300 :3 :900 6 C-3 15 SD1SD2SD3使 :2,100 :3 :6,300 2100/*363006 C-4 15 D5 :15,300:1 :15,300 6 C-5 4F10F 7) :1,100 :7 :7,700 7600/600*742006 C-6 67F 4 :800 :4 :3,200 800/*432007 C-10 1-AC SD6 :300 :600 7 C-13 9.10A SD7 :15,800:1 :15,800 SD730007 C-15 13A-D 1-3F(236.25) :800 :236.25:189,000 40/40×236.25=9,450 16RC1:3++498/m²1/3166/m²166/m²*236.25m²=39218/m²1/2000/39218+1+2000=512187 D 1F         D-2 RC :1,110 :31.11 :34,535 200/m²200*31.11m²=62227 E 2F         E-2 :1,800 :46.8 :84,240 7 E-4 滿 :12,920:1 :12,920 使7 E-5 15-D-E .14 :1,000 :14 :14,000 40/40×141,190 166/m²166/m²*14m²2324 2000/2234+200042347 E-6 13-14D D117.42 :650 :117.42:76,323 40/40× 117.42=1,200 166/m²166/m²*117.42m²194928 H 1F         H-2 36.8 :800 :36.8 :29,440 40/40× 36.81,472 166/m² 166/m²*36.8m²61098 H-21 62.78 :200 :62.78 :12,557 1800/8 2F           I-1 W10 :400 :8 :3,200 調使 400/ 400/*832008 I-6 A ST :900 :1 :900 900/8 I-7 A W11 :4,200 :2 :8,400 8 J 3F         J-5 D9 :800 :2 :1,600 800/ 800/*216008 J-7 A W11 :4,200 :2 :8,400 8 J-13 13.14A DW3 :450 :3.6M :1,620 500/8 J-16 13-AD 20.27 :400 :20.27M :8,180 20 8 K         K-1   :45,600:1 :45,600 8 L A         L-2 1F~2F2~2.5F :2,150 :3 :6,450 1500/1500/*345009 L-3 1.5F~2F 8 :450 :1 :450 9 L-4 2F.3F :450 :4 :1,800 450/*449509 M         M-1 :1,018 :11 :11,198 1. 2. 450/450/*1118009 M-2 :500 :1812.85:906,427 20 C-1513166/m²20166/m²*1812m²*0.2=61879 M-3 -     使 201910899:20199 M-3-1 --10mm :650 :731.74:475,631 50 10mm1260/m²1m²119P9-210mm115/115/*731.74841509 M-3-2 - -8mm :640 :271.94:174,042 50 8mm980/m²1m²119P9-2 8mm89/89/*271.94242039-10 M-3-3 - -6mm :630 :735.37:463,283 50 5mm650/m²8mm980/m²6mm770/m²1m²119P9-2 6mm70/70/*735.375147610 M-4 :400 :16 :6,400 200/*16320010 M-5 C-6 :400 :4 :1,600 C-6 C-610 M-6 RCST :700 :76 :53,200 M-1 ST10 M-8 使使 :1,260 :2:2,520 使使10 M-10 :1,250 :193 :241,250 1. 2. 10 M-11 RC :15,200:2 :30,400 135/135×20=2,700 1/100~2/100A2-1+10+4030cm2489cm30/2489>1/1005RC@3Mw=1cmh=2cm+PU135/m²20m²5cm20m²*0.05m=1m³201910899570/m³9:2019P9-34000/135/m²*20m²+9570/m³*1m³+4000/=1627010-11 M-12 西 :880,000:1 :880,000 滿75111 M-13 :50 :300M :15,000 E-4 使11 M-14 :1,070 :1,072.3:1,147,361 1.1002cm 2. 11 M-15 RC   3~5mm 11 M-15-1 -A1FB2F :425 :5,655 :2,403,375 4+5kg/m²) (A1-3+11 M-15-2 + -C(3FL)+D() :235 :2,011 :472,585 4+5kg/m²)(A1-3+11 M-16 :1,604,715 :1 :1,604,715 RC 11 M-18 :2,777,736 :1 :2,777,736 933/m²(1865/m²1/2)438m²933/m²*438m²=40865412 N 108.10.28       N-1 :26,000:1 :26,000 12 N-2 :4,700 :1 :4,700 12 N-3 B.E :25,000:2 :50,000 11+PVCA1-3PVC2000/m²1.2m*2.5m=3m²2000/m²*3m²*2=1200012 N-4 西 *1*3 :8,200 :4 :32,800 12,331 111772331/1979/m²1.5m*l.5m=2.25m²79/m²*2.25m²=1781000/2331+178+1000=3509/3509/*4=1403612 N-5 RC :1,722,700 :1 :1,722,700 RC+ 4+(5kg/m2)(65/m²1/232.5/m²4870m²32.5/m²*4870m²=1582751213