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in判決書

臺灣高等法院108年度建上字第46號

關鍵資訊

  • 裁判案由
    給付工程款
  • 案件類型
    民事
  • 審判法院
    臺灣高等法院
  • 裁判日期
    109 年 03 月 17 日

  • 當事人
    李立祥尚鶴營造有限公司王世雄

10846 108410107297109218 1893,245 17% 105919 1,0004151068106720退退9075,6686056,9833018,685101,299 3119,98415,0003104,9843104,984106915% 2269,5072299,507310744 10613010661210677 106715106720183 61761710613110710 9 493124944954975021503 2694,322 2186,967+ 157,665+299,700+ 5 1059191,000 6056,983107 183034392269,507 106718106721 15106130 10677106612 10613010677106710使10677使810661219106715 19505163343 754995317 1067255255277 281 210665 106661106622106622315 5 3 196/56/66/76/86/97475 1066226931510668622 15TH2 5PVC0.51使135 63RC299 14514610666191106612106612106612261067715 10661268611 61261962062231067187153 310641117C 10641117C 556110661210677 10677106612 410671810671892142 106837738310677 718 106 720958474910672152106721107109 1923,245 149015051使使10677 使使177178173195julia-li使178 24042351359400149161377383149161 1//1+ 107 7 7 2//2 345 2345133,500 15,00035,00012,000 3//6 5 5 0 4//7 10GL1021910 2713510 265,500 5//1RC 1515 6//2() 348,000 1451530 15 7//1A. (L=164.13m)/(1)FY=2800#3-#5() 494,50061,500273061,500494,500 8//1A. (L=164.13m)/(0)0000PSI ()(3) 784,900474,300 9//1A.(L=164.13m)/(5)(W=25CM) 4035125,000 120,25095,250 0 10//1A. (L=164.13m)/(6) 31513 11//1A. (L=164.13m)/(7) (*)0.5 (7) 3,20040 351 (*)0.51111,0004,50040 12//1A. (L=164.13m)/(**) 104//7 13//2A. (2210)/(1)FY=2800#3-#5( )(0)0000PSI()(0)0000PSI() (1)FY=2800(0)0000PSI(0)0000PSI591,250315,000963,500 14//3B. +(L=63.7m)/(1)FY=2800#3-#5()(0)0000PSI( )(3) (1)FY=2800(0)0000PSI(3) 268,750392,450356,400 15//4C. +(L=90.66m)90.66M67M (23M)/(1)FY=2800#3-#5( )(0)0000PSI()(3)(1)FY=2800(0)0000PSI(3) 59,12586,950134,550 14139149273 275367369 273059,12586,950134,550 16//4C. +(L=90.66m)90.66M67M (23M)/(4)R.C(@140)2m@1(5)(3mm*140cm*90.66M) (4)R.C(@140)2m@1(5)(3mm*140cm*90.66M) 347 1533270 17//4C. +(L=90.66m)90.66M67M (23M)/(6) (6)262,91438,0005145149A4-1-1 A4-1-2A4-1-3& 38,0002732753673692730224,914262,914-38,000 18//4C. +(L=90.66m)90.66M67M (23M)/(7)50*50() 914,0001544,000 19//4C. +(L=90.66m)90.66M67M (23M)/(*)1.7×8,556 90.66 280625(4(1)(2)(3) 59,125+86,950+134,550=280,625)3,096(280,625/90.66=3,096)1.75,263(3,096*1.7=5,263)1545,263 20//5D. ++(L=35.7m)/(1)FY=2800#3-#5()(0)0000PSI()(3) (1)FY=2800(0)0000PSI(3) 89,440129,250136,8005 13914989,440129,250136,800 21//5D.++(L=35.7m)/(4)R.C(@140)(5)(3mm*140cm*35.72M)(6)(7)50*50() (4)R.C(@140)(5)(3mm*140cm*35.72M) (6)(7)50*50() 1551560 22//6138D(L=61.21m)81M(20M)/(1)FY=2800#3-#5()(0)0000PSI()(3) (1)FY=2800(0)0000PSI(3) 242,950218,550234,450 5 139149242,950218,550234,450 6169,592 23//(1)FY=4200#6( )(2)FY=2800#3-#5( )(0)0000PSI()(4) (1)FY=4200(2)FY=2800(0)0000PSI(4) 8 15%1PC13,50025,15528,55335,573157 158 24//(5)(6)(7)1F +(8)1F1:3 (9)D1:90*210()(10)W1:120*140()(11)W2:120*60()(12) (*) 158 0 25//(**)116 830,560329,440158 102,781 26//150cm 270*70()(60cm*90cm) 150cm270*70()(60cm*90cm)411,48851073183191067218223245253255259駿1801841073182202218150cm270*70()(60cm*90cm)411,4885 461,488 27//1:CPVC8+42:C 3:C4:C5:C26:138 PVC10+7:1388:1389: ( )10:()(7320+8000+4600+2000+1830+3749) 123678910 9,2009,0001,5009,6009,0001,50025,00027,49945160 0 92,299 28/使 189 使使171 使使25,000724118使95,00085,000 29/ 4004335 7 30/ 57退CD7149,361265,500+150,000+6,169,592+102,781+461,488 8963,720460,500+498,000+6,713,172+830,560+461,48879.76% 245 39,88050,000×79.76%=39,88045 31/ 704,5087退79.76%561,916704,508×79.76%=561,916 45 37980,2286056,9831923,245 183 3 1893,245 1183 202 ... 2324 210671810672131831,0001331,000×1/1000×3=31893,2451,923,245-30,000=1,893,245 2694,322218 6,967+157 ,665+299, 700+5 253 12186,967157,665 2186,9672232,2992186,967227253157,665 223251235駿 179181493124944954975021503 2186,967157,665 2299,700 1231,700 68,000299,700 253163171 3293351718181182 2493 使862298495 493494493 10653319 107318319 1067218 1073182202218 493124944954975021503 299,700 35 5 2552591831844 5260257 使5 42694,322 1893,245106 44725% 450449179         109    3     17   2020466 1 12         109    3     18   466112