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1、200章章工工程程量量明明细细台台帐帐项目名称：福建省武夷山至邵武高速公路第一合同段细目号细目名称单位 单价清单数量合同价202-1清除与掘除 -a清除表土m30m3m3202-2拆除旧路面 -a水泥混凝土路面（20cm）m20K6+848通道改路203-1路基挖方 -a挖土方m31405651m3m3m3m3m3m3m3m3计量为203-1-c,需调整在此细目内m3 -b挖石方m3705744m3 -c挖除非适用材料（包括淤泥）m3172103m3m3m3m3m3设计变更m3m3m3203-2改路、改河、改渠挖方m3 -a挖土方m350271.6m3m3m3m3 -b挖石方m35591.4m
2、3m3 -c挖除非适用材料(包括淤泥)m30m3m3m3m3204-1路基填筑（包括填前压实）m3 -a借土填方(含河塘清淤换填、不包括挖淤、非适用材料)m3974621m3不良土质改良（掺4%砂）m30不良土质改良（掺4%砂）m30不良土质改良（掺4%砂）m30 -b利用土石方m32100530m3 -c结构物台背回填透水性材料m331532m3m3m3m3m3m3m3m3 -d换填砂砾m346784 -e反压护道钢筋网204-2改路、改河、改渠填筑 -a利用土石方m321984m3m3205-1软土地基处理 -b砂垫层m38960已计量入204-1-d里,需调整细目号m3 -c砂砾垫层m3
3、0已计量入204-1-d里,需调整细目号m3已计量入204-1-d里,需调整细目号m3已计量入204-1-d里,需调整细目号m3已计量入204-1-d里,需调整细目号m3m3m3m3m3m3m3m3已计量入204-9-d里,需调整细目号m3已计量入204-9-d里,需调整细目号变更段m3设计变更已计量入204-9-d里,需调整细目号m3已计量入204-9-d里,需调整细目号m3 -fEVA复合防水板m20m2 -h土工布（300g/m2无纺布）m20m2m2m2 -j土工格栅（钢塑复合）m271581m2m2m2m2m2桥头路基填筑加筋材料m2桥头路基填筑加筋材料m2 -m土工格栅（单向50k
4、n/m2）m280060横断面有图示，数量表无工程量m2m2 -n干砌片石m30m3 -o砂沟100200、100250m32601m3m3 -q土工格栅（双向80kn）m3m20 -s松木桩m-t 换填片石m3m3-u 50HDPE排水管mmm207-1边沟 -aM7.5浆砌片石m312010.321边沟m3m3m3m3m3m3m3m3m3m32跨沟踏板m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m33涵洞通道、四级路改造、机耕路改线m3m3m3 -c现浇砼边沟m32221m3m3m3m3m3m3m3m3m3m3 -eC25边沟盖板m3882.
5、4m3m3m3m3m3m3m3m3m3m3 -f24cm级配碎石m31041.8m3m3m3m3m3m3m3m3m3m3 -g无坊土工布（250g/m2）m28253m2m2m2m2m2m2m2m2m2m2 -i钢筋kg137777R235kgkgkgkgkgkgkgkgkgkgkgHRB335kgkgkgkgkgkgkgkgkgkgkg -j100mm波纹管mmmmmmmmmmm207-2排水沟 -aM7.5浆砌片石m317214.40m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3 -b干砌片石m3m3m3m3 -dC20
6、砼预制盖板m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3 -e钢筋kgR235kgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgHRB335kgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkgkg207-3截水沟 -aM7.5浆砌片石m31875.50m3m3m3m3m3m3m3m3m3m3m3m3m3m3 -d防水复合土工膜（400g/m2）m210392m2m2m2m2m2m2m2m2m2 -e现浇砼截水沟K4+470.00m3K4+720.0
7、0m3K4+840.00m3K5+640.00m3K5+940.00m3K6+260.00m3K6+460.00m3K6+960.00m3K5+480.00m3K6+380.00m3207-4急流槽、流水槽及路堑平台排水沟（包括路堤和路堑）-aM7.5浆砌片石m33504.56路堤边坡人形骨架段踏步流水槽m3h=6.6m，n=1:1.5m3h=3.4m，n=1:1.75m3m3h=6.6m，n=1:1.5m3m3m3h=6.6m，n=1:1.5m3h=4.4m，n=1:1.75m3h=7m，n=1:1.5m3h=2.1m，n=1:1.75m3h=5.1m，n=1:1.75m3h=6.8m，n=
8、1:1.5m3h=6.1m，n=1:1.75m3h=1.4m，n=1:2m3h=5.9m，n=1:1.5m3h=2m，n=1:1.75m3m3m3h=7.8m，n=1:1.5m3h=5.6m，n=1:1.75m3路堑边坡拱形骨架段踏步流水槽m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3
9、m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3 -bC20现浇砼（包括消力池与拦水埂等）m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3207-5路基盲沟，mmmm -a碎石盲沟4040m3603.27mmmmmmmmmmmmmm -b碎石盲沟4060m5160mmmm -c碎石盲沟6060m10599mmmmmm -i管式渗沟80180mmmmmmm -j出水口浆砌石端墙m3H150m3m3m3m3m3m3m3H300m3计量在209-1-l里,需调整至该项m3-k 渗沟155270m-l 管式渗沟190370
10、m-m 截水渗沟140270mm207-9C20预制块截水沟207-10改沟、铺砌m3 -aM7.5号浆砌片石m3m3 -bC15片石砼m3m3208-2浆砌片石护坡 -bM7.5浆砌片石护坡(拱型骨架)m311501.3路堤拱形人字骨架边坡防护h=6.6m，n=1：1.5m3h=3.4m，n=1：1.75m3h=6.6m，n=1：1.5m3m3m3m3m3m3m3m3m3m3m3m3m3路堑拱形骨架边坡防护m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3锚杆锚索+拱形骨架边坡防护m3m3m3m3 -c复合土工膜m27895.72m2m2m2m2 -d边坡排
11、水平孔m0mmmmmmmmmm208-3预制混凝土块护坡 -aC20拱型骨架、六棱块护坡m31028.41、路堤拱形骨架C20砼预制块左侧第1阶，h=6.6，n=1：1.5m328.80左侧第2阶，h=3.4，n=1：1.75m310.20左侧第1阶，h=6.6，n=1：1.5m35.40左侧第1阶，h=6.6，n=1：1.5m318.90左侧第2阶，h=4.4，n=1：1.75m33.90右侧第1阶，h=7.0，n=1：1.5m332.10右侧第2阶，h=2.1，n=1：1.75m32.00右侧第2阶，h=5.1，n=1：1.75m313.20右侧第1阶，h=6.8，n=1：1.5m314.
12、50右侧第2阶，h=6.1，n=1：1.75m39.70右侧第3阶，h=1.4，n=1：2.0m32.30右侧第1阶，h=5.9，n=1：1.5m38.90右侧第2阶，h=2，n=1：1.75m32.70右侧第1阶，h=7.8，n=1：1.5m356.00右侧第2阶，h=5.6，n=1：1.75m348.002、路堑拱形骨架C20砼预制块m33.60m313.70m38.10m316.70m35.40m327.60m318.10m36.30m37.70m33.40m313.50m37.00m314.60m35.90m312.60m33.50m338.20m318.30m39.70m318.90
13、m34.703、路堑锚杆锚索+拱形骨架C20砼预制块m315.42m332.07m361.89m352.18208-4护面墙及其他防护(包括平台铺砌)-aM7.5砂浆砌片块石m30三维植被网防护浆砌片石护脚m3m3m3m3m3m3m3m3土工格室防护浆砌片石护脚m3m3m3其他防护-路堑拱形骨架段浆砌片石平台m3m3m3m3m3m3m3m3m3m3m3m3m3其他防护-路堑锚杆锚索段浆砌片石平台m3m3m3m3m3m3m3m3m3m3m3m3m3其他防护-路堤浆砌片石上坡道护道m3m3m3m3m3m3m3m3m3其他防护-路堤浆砌片石路肩嵌边m3m3m3m3m3m3 -sM7.5砂浆砌片块石(
14、临河护面)m3m3m3m3m3m3-tC20预制砼挡水埂m3一、路堑平台挡水埂m30.90m31.40m30.00m30.50m310.50m37.40m33.90m30.00m33.20m31.10m31.10m31.00m30.60m31.60m33.20m36.30m33.90m31.60m32.70m31.94m30.82m34.18m33.16m31.84m37.75m35.36m33.26m39.18m33.01m32.86m31.48二、路堤三角形排水预制块1、人字骨架段0.800.400.400.400.800.400.401.902、桥头两侧6m满铺段0.400.400.40
15、0.400.403、三维网段8.801.0027.084、满喷草籽段m3m3m3208-6土工格室喷混植生（TBS植草防护）-a土工格室H100mmm20m2m2m2m2 -c锚杆kg452左侧第1阶，h=8m，n=1：1.25kg左侧第1阶，h=8m，n=1：1.25kg左侧第1阶，h=7.3m，n=1：1.25kg合计完成承包人：中国华瑞投资控股有限公司图纸数量复核数量桩号部位起点终点4315652155#REF!3232132321K4+730.0K6+089.5主线1083519834K6+171.5K7+651.5主线1514.041514.041514.0431514.043K6+
16、8483531321200714#REF!340710.001188292.00K4+720.0K6+980.0345345K4+760.0K4+790.0主线挖方段挖淤泥4545K4+835.0K4+850.0主线挖方段挖淤泥280280K4+890.0K4+930.0主线挖方段挖淤泥624624K5+050.0K5+080.0主线挖方段挖淤泥12481248K5+180.0K5+240.0主线挖方段挖淤泥10401040K5+280.0K5+330.0主线挖方段挖淤泥260260K6+190.0K6+210.0主线挖方段挖淤泥85808580K6+340.0K6+560.0主线挖方段挖淤泥
17、136199424937#REF!136199424937K4+720.0K6+980.04038862850#REF!15511599K6+000.0K6+065.0主线填方段31163211.95K6+065.0K6+090.0主线填方段891918.85K6+172.0K6+180.0主线填方段17021755K6+210.0K6+340.0主线填方段2409046327.2K6+850.0K7+100.0主线填方段53125312K5+780K5+88018631863中若中桥武夷山台台基换填18631863中若中桥邵武台台基换填200章章工工程程量量明明细细台台帐帐152091531
18、7#REF!647646.8K6+050.0K6+120.0右侧244352K6+890.0K7+020.0左侧950950K6+336K6+86213368.0013368.00K0+000K0+336.45汽车道37493749407407K6+336K6+86233423342K6+848汽车道21245520#REF!528990K3+270.0K3+360.0左侧1003.21881K3+360.0K3+550.0右侧431.2924K6+050.0K6+120.0右侧1621724.8K6+890.0K7+020.0左侧1553711228736#REF!731131146478K
19、4+720.0K6+980.046972.0046972.00K5+040.0K5+360.023833.0023833.00K5+640.0K5+760.011453.0011453.00K5+940.0K6+000.03288361576206#REF!3288361576206K4+720.0K6+980.013760.913760.9#REF!63546354中若中桥12951295K5+035钢筋砼盖板涵946946K5+620钢筋砼盖板涵16491649K6+848钢筋砼盖板涵1556.51556.5K5+400.0460.5460.5K5+760.0657657K5+920.08
20、42.9842.9K6+900.07917913636K6+848汽车道755755K6+336.0K6+862.0拖拉机道改线.1766634100#REF!1766634100K6+850K7+100软基换填砂垫层3045830683#REF!1551.001599K6+000.0K6+065.0软基换填砂砾3116.003211.95K6+065.0K6+090.0软基换填砂砾891.00918.85K6+172.0K6+180.0软基换填砂砾1702.001755K6+210.0K6+340.0软基换填砂砾345.00345K4+760.0K4+790.0软基换填砂砾45.0045K4
21、+835.0K4+850.0软基换填砂砾280.00280K4+890.0K4+930.0软基换填砂砾624.00624K5+050.0K5+080.0软基换填砂砾1248.001248K5+180.0K5+240.0软基换填砂砾1040.001040K5+280.0K5+330.0软基换填砂砾260.00260K6+190.0K6+210.0软基换填砂砾8580.008580K6+340.0K6+560.0软基换填砂砾7050.007050K5+780K5+880软基换填砂砾1863.001863中若中桥武夷山台台基换填1863.001863中若中桥邵武台台基换填410410410410K6
22、+862K6+990边沟9181017118.40131.20K6+060.0K6+089.5排水沟33.3036.90K6+171.5K6+180.0排水沟765.90848.70K6+171.5K6+360.0排水沟43254365#REF!740740K4+840.0K4+860.0填挖交接台阶土工格栅555555K5+050.0K5+065.0填挖交接台阶土工格栅555555K5+315.0K5+330.0填挖交接台阶土工格栅555555K5+735.0K5+750.0填挖交接台阶土工格栅740740K6+440.0K6+460.0填挖交接台阶土工格栅590610K6+065.0K6+
23、090.0填挖交接台阶土工格栅590610K6+172.0K6+180.0填挖交接台阶土工格栅54256128#REF!39903990K4+900K4+960.0人工挖台阶处14352138K5+635.0K5+670.0人工挖台阶处567815344.55#REF!567815344.55K6+850K7+100片石垛46767556#REF!19642340K6+210.0K6+340.0填方段100*20027125216K6+850K7+100纵横向100*2003212061770#REF!32120.0061769.60K6+850K7+100软基处理20172017#REF!2
24、0172017K6+900.00基底处理642412354#REF!6424.0012353.92K6+850K7+100片石垫层183.00350.70#REF!5.008.70K6+850K7+100护脚墙178.00342.00K6+850K7+100外接管至原沟1962.52040.14#REF!165.4165.40K4+740.0K4+960.0路堑左侧180.4180.43K5+080.0K5+320.0路堑左侧75.275.18K5+640.0K5+740.0路堑左侧60.160.14K5+940.0K6+020.0路堑左侧421421.01K6+200.0K6+760.0路堑
25、左侧1545.11K6+960.0K7+020.0路堑左侧210.5210.50YK5+050.00YK5+330路堑右侧82.782.70K5+470.0K5+580.0路堑右侧37.637.59K5+690.0K5+740.0路堑右侧285.7285.68K6+380.0K6+760.0路堑右侧2.42.40K4+740.0右侧2.42.40K4+800.0右侧2.42.40K4+900.0右侧2.42.40K5+000.0右侧2.42.40K5+000.0左侧2.42.40K5+400.0右侧2.42.40K5+400.0左侧2.42.40K5+500.0左侧2.42.40K5+600.
26、0右侧2.42.40K5+600.0左侧2.42.40K5+800.0右侧2.42.40K5+800.0左侧2.42.40K5+900.0右侧2.42.40K5+900.0左侧2.42.40K6+000.0右侧2.42.40K6+080.0右侧2.42.40K6+080.0左侧2.42.40K6+180.0右侧2.42.40K6+180.0左侧2.42.40K6+300.0右侧2.42.40K6+800.0右侧2.42.40K6+800.0左侧2.42.40K6+900.0右侧2.42.40K6+900.0左侧142.9142.90K0+000K0+310左侧150.5150.50K0+010
27、K0+336.54右侧77.9125.40K6+862K6+990625.40637.73#REF!67.567.45K4+740.0K4+960.0路堑左侧73.673.58K5+080.0K5+320.0路堑左侧30.730.66K5+640.0K5+740.0路堑左侧24.524.53K5+940.0K6+020.0路堑左侧171.7171.70K6+200.0K6+760.0路堑左侧6.118.40K6+960.0K7+020.0路堑左侧85.885.85YK5+050.00YK5+330路堑右侧33.733.73K5+470.0K5+580.0路堑右侧15.315.33K5+690.
28、0K5+740.0路堑右侧116.5116.51K6+380.0K6+760.0路堑右侧248.4253.34#REF!26.826.80K4+740.0K4+960.0路堑左侧29.229.23K5+080.0K5+320.0路堑左侧12.212.18K5+640.0K5+740.0路堑左侧9.79.74K5+940.0K6+020.0路堑左侧68.268.21K6+200.0K6+760.0路堑左侧2.47.31K6+960.0K7+020.0路堑左侧34.134.10YK5+050.00YK5+330路堑右侧13.413.40K5+470.0K5+580.0路堑右侧6.16.09K5+6
29、90.0K5+740.0路堑右侧46.346.28K6+380.0K6+760.0路堑右侧723.5730104104K4+740.0K4+960.0路堑左侧113.4113K5+080.0K5+320.0路堑左侧16.817K5+640.0K5+740.0路堑左侧37.838K5+940.0K6+020.0路堑左侧94.194K6+200.0K6+760.0路堑左侧3.410K6+960.0K7+020.0路堑左侧132.3132YK5+050.00YK5+330路堑右侧18.518K5+470.0K5+580.0路堑右侧23.624K5+690.0K5+740.0路堑右侧179.6180K
30、6+380.0K6+760.0路堑右侧4180.14238.85531.3531.3K4+740.0K4+960.0路堑左侧579.6579.6K5+080.0K5+320.0路堑左侧147147K5+640.0K5+740.0路堑左侧193.2193.2K5+940.0K6+020.0路堑左侧823.2823.2K6+200.0K6+760.0路堑左侧29.488.2K6+960.0K7+020.0路堑左侧676.2676.2 YK5+050.00YK5+330路堑右侧161.7161.7K5+470.0K5+580.0路堑右侧120.8120.75K5+690.0K5+740.0路堑右侧9
31、17.7917.7K6+380.0K6+760.0路堑右侧3440135075#REF!32993363356356K4+740.0K4+960.0路堑左侧388388K5+080.0K5+320.0路堑左侧162162K5+640.0K5+740.0路堑左侧129129K5+940.0K6+020.0路堑左侧906906K6+200.0K6+760.0路堑左侧3297K6+960.0K7+020.0路堑左侧453453YK5+050.00YK5+330路堑右侧178178K5+470.0K5+580.0路堑右侧8181K5+690.0K5+740.0路堑右侧615614K6+380.0K6+
32、760.0路堑右侧311023171233543354K4+740.0K4+960.0路堑左侧36593659K5+080.0K5+320.0路堑左侧15251525K5+640.0K5+740.0路堑左侧12201220K5+940.0K6+020.0路堑左侧85388538K6+200.0K6+760.0路堑左侧305915K6+960.0K7+020.0路堑左侧42694269YK5+050.00YK5+330路堑右侧16771677K5+470.0K5+580.0路堑右侧762762K5+690.0K5+740.0路堑右侧57945793K6+380.0K6+760.0路堑右侧2142
33、.002184.00#REF!231.00231.00K4+740.0K4+960.0路堑左侧252.00252.00K5+080.0K5+320.0路堑左侧105.00105.00K5+640.0K5+740.0路堑左侧84.0084.00K5+940.0K6+020.0路堑左侧588.00588.00K6+200.0K6+760.0路堑左侧21.0063.00K6+960.0K7+020.0路堑左侧294.00294.00YK5+050.00YK5+330路堑右侧115.50115.50K5+470.0K5+580.0路堑右侧52.5052.50K5+690.0K5+740.0路堑右侧39
34、9.00399.00K6+380.0K6+760.0路堑右侧1472.801743.22#REF!17.6017.64K4+720.5K4+740.0路堤左侧45.1045.06K4+980.0K5+020.0路堤左侧22.5022.53K5+040.0K5+060.0路堤左侧73.9073.92K5+360.0K5+440.0路堤左侧135.20135.17K5+460.0K5+580.0路堤左侧33.8033.79K5+600.0K5+630.0路堤左侧146.40146.43K5+750.0K5+880.0路堤左侧22.5022.53K5+900.0K5+920.0路堤左侧25.1021
35、.89K6+060.0K6+089.5路堤左侧7.106.16K6+171.5K6+180.0路堤左侧55.4055.44K6+780.0K6+840.0路堤左侧18.5018.48K6+880.0K6+900.0路堤左侧18.5018.48K4+780.0K4+800.0路堤右侧166.30166.32K4+820.0K5+000.0路堤右侧37.0036.96K5+360.0K5+400.0路堤右侧27.7027.72K5+630.0K5+660.0路堤右侧231.00231.00K5+800.0K6+050.0路堤右侧162.30141.59K6+171.5K6+360.0路堤右侧37.
36、0036.96K6+800.0K6+840.0路堤右侧73.90332.64K6+900.0K7+260.0路堤右侧10.5610.56K5+360.0K5+440.0水沟护脚3.843.84K6+060.0K6+089.5水沟护脚1.081.08K6+171.5K6+180.0水沟护脚2.642.64K6+880.0K6+900.0水沟护脚23.7623.76K4+820.0K5+000.0水沟护脚5.285.28K5+360.0K5+400.0水沟护脚33.0033.00K5+800.0K6+050.0水沟护脚24.8424.84K6+171.5K6+360.0水沟护脚11.0047.52
37、K6+900.0K7+260.0水沟护脚59.6084.32#REF!7.7010.88K6+060.0K6+089.5路堤左侧水沟2.203.06K6+171.5K6+180.0路堤左侧水沟49.7070.38K6+171.5K6+360.0路堤右侧水沟9.129.00#REF!0.380.375K4+740.0右侧0.380.375K4+800.0右侧0.380.375K4+900.0右侧0.380.375K5+000.0右侧0.380.375K5+000.0左侧0.380.375K5+400.0右侧0.380.375K5+400.0左侧0.380.375K5+500.0左侧0.380.3
38、75K5+600.0右侧0.380.375K5+600.0左侧0.380.375K5+800.0右侧0.380.375K5+800.0左侧0.380.375K5+900.0右侧0.380.375K5+900.0左侧0.380.375K6+000.0右侧0.380.375K6+080.0右侧0.380.375K6+080.0左侧0.380.375K6+180.0右侧0.380.375K6+180.0左侧0.380.375K6+300.0右侧0.380.375K6+800.0右侧0.380.375K6+800.0左侧0.380.375K6+900.0右侧0.380.375K6+900.0左侧624
39、624#REF!12012055K4+740.0右侧55K4+800.0右侧55K4+900.0右侧55K5+000.0右侧55K5+000.0左侧55K5+400.0右侧55K5+400.0左侧55K5+500.0左侧55K5+600.0右侧55K5+600.0左侧55K5+800.0右侧55K5+800.0左侧55K5+900.0右侧55K5+900.0左侧55K6+000.0右侧55K6+080.0右侧55K6+080.0左侧55K6+180.0右侧55K6+180.0左侧55K6+300.0右侧55K6+800.0右侧55K6+800.0左侧55K6+900.0右侧55K6+900.0
40、左侧5045042121K4+740.0右侧2121K4+800.0右侧2121K4+900.0右侧2121K5+000.0右侧2121K5+000.0左侧2121K5+400.0右侧2121K5+400.0左侧2121K5+500.0左侧2121K5+600.0右侧2121K5+600.0左侧2121K5+800.0右侧2121K5+800.0左侧2121K5+900.0右侧2121K5+900.0左侧2121K6+000.0右侧2121K6+080.0右侧2121K6+080.0左侧2121K6+180.0右侧2121K6+180.0左侧2121K6+300.0右侧2121K6+800.0
41、右侧2121K6+800.0左侧2121K6+900.0右侧2121K6+900.0左侧1584.001603.14#REF!28.8028.82K4+470.0K4+500.0左侧57.6057.64K4+720.0K4+780.0左侧115.30115.28K4+840.0K4+960.0左侧96.1096.07K5+640.0K5+740.0左侧76.9076.86K5+940.0K6+020.0左侧96.1096.07K6+260.0K6+360.0左侧288.20288.21K6+460.0K6+760.0左侧19.2038.43K6+960.0K7+000.0左侧96.1096.0
42、7K5+480.0K5+580.0右侧365.10365.07K6+380.0K6+760.0右侧69.6069.56K4+850.0K4+950.0坡顶67.4067.44K5+635.0K5+745.0坡顶97.2097.17K6+580.0K6+750.0坡顶110.40110.45K6+520.0K6+710.0坡顶5078.25158.4#REF!241.8241.8K4+720.0K4+780.0左侧483.6483.6K4+840.0K4+960.0左侧403403K5+640.0K5+740.0左侧322.4322.4K5+940.0K6+020.0左侧403403K6+260
43、.0K6+360.0左侧12091209K6+460.0K6+760.0左侧81161.2K6+960.0K7+000.0左侧403403K5+480.0K5+580.0右侧1531.41531.4K6+380.0K6+760.0右侧11.7411.920.2730.273K4+470.00K4+500.00左侧0.5460.546K4+720.00K4+780.00左侧1.0921.092K4+840.00K4+960.00左侧0.9100.910K5+640.00K5+740.00左侧0.7280.728K5+940.00K6+020.00左侧0.9100.910K6+260.00K6+3
44、60.00左侧2.7302.730K6+460.00K6+760.00左侧0.1820.364K6+960.00K7+000.00左侧0.9100.910K5+480.00K5+580.00右侧3.4583.458K6+380.00K6+760.00右侧1908.41960.90#REF!8.98.90K4+960.0K5+070.0左侧22.322.22K5+330.0K5+635.0左侧第1阶8.310.01K5+345.0K5+500.0左侧第2阶7.57.50K5+745.0K5+925.0左侧5.65.56K6+035.0K6+083.5左侧第1阶4.14.10K6+177.5K6+
45、190.0左侧3.83.80K6+210.0K6+250.0左侧16.716.67K6+750.0K6+950.0左侧第1阶4.64.22K6+865.0K6+910.0左侧第2阶2323.49K4+726.5K5+050.0右侧第1阶3.62.18K4+810.0K4+850.0右侧第2阶9.89.69K4+890.0K5+030.0右侧第2阶11.317.14K5+330.0K5+480.0右侧第1阶10.711.46K5+344.0K5+450.0右侧第2阶3.33.39K5+355.0K5+410.0右侧第3阶10.510.00K5+580.0K5+690.0右侧第1阶3.64.19K
46、5+615.0K5+670.0右侧第2阶24.224.20K5+745.0K6+083.5右侧10.810.80K6+177.5K6+380.0右侧15.639.04K6+760.0K7+275.0右侧第1阶10.231.72K6+790.0K7+270.0右侧第2阶33.00K4+460.0K4+490.0左侧2.22.20K4+460.0K4+490.0左侧6.36.30K4+710.0K4+790.0左侧2.32.30K4+710.0K4+775.0左侧10.410.40K5+070.0K5+190.0左侧6.16.10K5+190.0K5+290.0左侧4.24.20K5+290.0K
47、5+330.0左侧7.87.80K5+115.0K5+315.0左侧4.84.80K5+155.0K5+295.0左侧1.71.70K5+195.0K5+270.0左侧5.65.60K5+925.0K6+035.0左侧2.42.40K5+930.0K5+990.0左侧33.00K5+950.0K5+970.0左侧2.82.80K6+190.0K6+220.0左侧9.39.30K6+250.0K6+350.0左侧22.00K6+260.0K6+335.0左侧1.51.50K6+350.0K6+490.0左侧6.56.50K6+490.0K6+580.0左侧2.22.20K6+505.0K6+55
48、5.0左侧6.56.50K6+950.0K7+000.0左侧2.12.10K6+960.0K6+990.0左侧19.819.80K5+050.0K5+330.0右侧5.35.30K5+070.0K5+190.0右侧2.22.20K5+240.0K5+315.0右侧44.00K5+480.0K5+580.0右侧1.51.50K5+690.0K5+745.0右侧11.111.10K6+380.0K6+520.0右侧1.61.60K6+430.0K6+490.0右侧1.31.30K6+710.0K6+760.0右侧3.663.66K4+740.0右侧7.987.98K4+740.0左侧1.861.8
49、6K4+800.0右侧6.926.92K4+900.0右侧6.746.74K4+900.0左侧5.735.73K5+000.0右侧1.731.73K5+000.0左侧7.147.14K5+100.0右侧3.273.27K5+100.0左侧6.796.79K5+180.0右侧9.259.25K5+180.0左侧6.76.70K5+280.0右侧9.659.65K5+280.0左侧8.338.33K5+400.0右侧6.176.17K5+400.0左侧2.612.61K5+500.0右侧3.973.97K5+500.0左侧1.991.99K5+600.0右侧1.21.20K5+600.0左侧2.1
50、22.12K5+700.0右侧11.3211.32K5+700.0左侧4.464.46K5+800.0右侧1.241.24K5+800.0左侧4.024.02K5+900.0右侧2.042.04K5+900.0左侧3.843.84K6+000.0右侧4.14.10K6+080.0右侧4.154.15K6+080.0左侧1.731.73K6+180.0右侧2.122.12K6+180.0左侧0.850.85K6+300.0右侧4.94.90K6+300.0左侧3.183.18K6+500.0右侧2.042.04K6+500.0左侧6.76.70K6+600.0右侧4.464.46K6+600.0