工程造价案例分析2008年.doc

20081 ”“1.1 1.1 “”“”/”11 664.0026 050.007 166.0044 880.001A”5 050.0017 500.004 500.0027 050.002B”3 520.004 800.001 880.0010 200.003C”3 094.003 750.00786.007 630.00”5 600.005 680.00470.0011 750.004 470.00600.00280.005 350.00”21 734.0032 330.007 916.0061 980.00 1.1A”16 430()1 200(1=8.3)” 1”13.5%61.7%9.3%15.5%”1.361.281.231.18”20% ” 2” 3A”()1 100(1=7.2)”25%A”10% A” 4”30 000”40 000”1.115%”20%5%3% (14“)1 “2 400m3306117101 000/ ()”60/(7.5/)120%130% 20(8)”“618(4)(8) 1”“ 210%(“)?”? 35%15%(“”)? 4”100”? 5”?”“?1 “”31”“”“”“”1230/“” C1 00060% 10%0.35%0.50.2 1% 1“?” 2”3%”? 3C1 10011C? 4C1”4C?C”? (34“)1 4.1 5A2B11 ” 1A1” A111 26“” (1)”30 (2)”5”(”)1 (3)”32 (4)”1.5”1 (5)0.5”0.5 (6)”3 3A3”15”4() 1”“”4.1()5”? 21” 32” 41”?”1 ” (1)”4 500m33 200m3”1 240/m3985/m3 (2)”3.8% (3)”3 (4)4%3.41% 12006314 220%7” 3()7”50%” 4“ 5“”10%0.9“”10%1.08 65%” ()5.1 ” (1)5”“(”)11.5 (2)”3.5 1 2 35” 46 56“345”(”)7500.3”10%1.156“? (“)1 6.16.2C15C20“”300mm” 6.16.1 ”/”1m28.8521.531.6031.982m28.3219.011.3928.723m23.5821.640.4625.686.26.2 /100m210m310m352.361.427.339.56C15m3252.4010.15C20m3266.0510.15m22.251.362.52m32.928.679.19”“31.540.5623.510.610.77154.800.620.78 ”5%4%”1.5%0.8%1.8% (GB 50500”2003)() 1“”6.3 “ 2(010401001010401002)”6.4 3”6.5 4()“”6.6 557 686.00”6.7 (“)”:11=13.5%1.36+61.7%1.28+9.3%1.23+15.5%1.18=1.27 ”=(21 734.00-4 470.0020%)1.27=26 466.8 2”=(16 430-1 2008.3/)/16 430=39.38% 3A”=1 1007.2/=7 920.00 A”=7920/(1-39.38%)=13 065.00 A”=(17 500.00-16 430.00)(1+25%)=1 337.50 A”=(13 065.00+1337.50)=14 402.50 B”=4 800.00(1+10%)=5 280.00 C”=3 750.00(1+10%)=4 125.00 ”=(14 402.50+5 280.00+4 125.00)=23 807.50 ”=5 680.00(1+10%)=6 248.00 =600.00(1+10%)=660.00 ”=(238 07.50+6 248.00+660.00)=30 715.5 4”=7 916.00(1+15%)=9 103.40 ”=(30 000+40 000+9 103.40)20%=15 820.68 =(30 000+40 000+9 103.40+15 820.68)5%=4 746.20 =(30 000+40 000+9 103.40+15 820.68+4 746.20)3%=2 990.11 =(30 000+40 000+9 103.40+15 820.68+4 746.20+2 990.11)=102 660.39 11”“”“”“ 2=(18-11)=7 =78/20=1 120 =2.71 ”=2.717.5/20/23120%=11 219.40 3”=9 4”=960/20/130%+9100/=14 940 5=1 000/7=7 000 ” ” 11 219.4014 940” 11 (1)31 ” (2)”“”“ ”“”“”“ (3)” ” 2=1 00060%=600 =600(1+10%)0.3+(1+5%)0.5+0.2=633 3%=(1 000-600+633)(1+3%)=1 063.99 =(1 063.99-1 000)/1 000=6.399% 3C”=1 100/11=100 C=100(P/A1%11)(P/F1%1) =1 026.50() 41”=1 100/(11-1)=110 C=100(P/