工程造价案例分析2010年.doc

2010 1262000 25006%”300“ 3”8”100 46 51”7002502”900300”1000320” 625%6% (“2) 182”338()12345678“ ”160”35/”200”251/(/m3)700700(/m3)1.81(/m3)0.375(/)100100(/)800800 ” 12”0.3m3”0.825% (“2) 1m321000m3?3“12”49000m310”“?lO%”“?”3500080” (1)”159 (2)72 (3)”24 (4)”90 ”“”“ ABCDEFGHJKLNPK”“”“”“1234567”“A,LB,CD,KE,HE,NF,J,PE,L ”“”“”“”“”1% 180?”2”3”“”“?4”“”“(GB 50500_2008)”FIDIC ” 115 2 3_” 4“” 5”“ ” 1“?2(GB 50500”2008)123”34“”?45?”12841004%3.35% (1)20%15”6” (2)“ (3)5%” 4”6“1.1 () 6B1/2CD1/3 (“2) 1“(”)26“”6BCD6BD“36”(”)?”BDEFG()1112”1”()8126.55”4“46”(”A)? ”“”800m-0.20m1-11:0.3”“586.21m3 ()1m20.282.572.852m214.112.0516.163(800m)m20.160.078.608.834”m20.756.280.367.3953700.00 (5%)(4%)”(1.5%)(0.8%)(1.8%)(2%)3.44% 1(GB50500”2008)1”(800m)”“2190.23m3“(0101010030103001)34”31500.00 (1)()()“()() (2)“ (“2) “ 1”“(030507001) (1)“100t35t45t20t20t” (2)4300/t4700/t8000/t (3)()”15”2216t791.55543.021089.551.0625”2138“t1015.2383.024083.611.06311002”t750.80593.70255.50(4)45%35%”()8%”15%”25%3.41%” 2 030601014”030607003 11(BG 50500”2008) (1)“ (2)”15000/t15%10%30%“2483.5DN40DN40(“)”DN40()(23) ” “”“”()(%)1”Y/V224240+1120mm210001035.00751.00364.00600/m12”240mm2115.00302.000300/23”15010m326.00201.0021.00100/m3 58/65%35% 1”“(GB 50500”2008)”()010101002030208001030208002”030208003030212001030212003”2”40m” (24)”YJV224240+1120mm2”1kV2()90m”242.4m30m”15020.6m ” mm”:1(1) 1=500/26%=15.00() 2=(500+15)+500/26%=45.90() =15+45.90=60.90() (2) =(2000+60.90-100)/8=245.11() (3) 8=(8-6)+ =245.112+100=590.22() (=2000+60.90-245.116=590.24() 2”()123456780515.001 060.90884.08707.26530.44353.62176.80“240.47229.86219.26208.65198.04187.43176.82176.82176.82176.82176.82176.8263.6553.0442.4431.8321.2210.61515.001060.90884.08707.26530.44353.62176.800 3 3 37006%=42() =(”-”)25% 3=(700-42-558.76)25%=24.81() (2) 8 8=(”+”+”) =1000+590.22+300=1890.22()8 8=(1000-10006%-575.72)25%=91.07() 8=(+”+)=176.82+10.61+320+60+91.07=658.50() 8 8=- =1890.22-658.50=1231.72() 11 h”=60/120.3=1.5(m3/h) =1.580.8=9.6(m3/) =1/9.6=0.10() m3=0.10(1+25%)=0.13(m3) 2=700+1.8100+0.13800=984(/m3) 1000m3=9841000=984000()=98.4() =700+1.0100+0.375800=1100(/m3) 1000m3=11001000=1100000()=110() 3Q(m3) C1=160+3512+0.0984Q=580+0.0984Q C2=200+2512+0.1100q=500+0.1100Q 580+0.0984Q=500+0.1100q Q=6896.55m3() “6896.55m3”“6896.55m3” 4Q=9000m3T=10 C1=160+3510+0.0