桥梁工程数量表.xls

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1、钻钻 孔孔 桩桩桥梁桩号墩台号桩长（米）桩径（米）数量（根）总桩长一级钢筋（kg）二级钢筋（kg）混凝土(m3)10合计1620222528合计C30K33+640小桥1号墩191.2061141346.083.56512.56596128.940号台14.51.20121742141.5100.3669.411456.112225.8196.82号台0K34+571分离立交1号墩291.2041161234.512145.512145.5131.22号墩00号台251.0082001744.413490.413490.4157.13号台1.000K35+621分离立交1号墩221.30488

2、959.29701.29701.2116.83号墩02号墩221.20244437.94295.24295.249.80号台201.0081601292.911124.111124.1125.74号台0k37+875小桥0号台161.20121922325.1133.710833.610967.3217.21号台0K41+817分离立交0号台171.20122042447.4133.7892.614715.115741.4230.71号台0K43+431分离立交1号墩201.2061201407.283.56709.26792.7135.70号台151.20162402937178.21041

3、.321753.222972.7271.42号台0K44+823分离立交1号墩201.2061201211.1161.08449.156985.447595.67135.722号墩03号墩00号台251.004100752.69134.193363.15301.583798.9278.544号台221.00488719.55120.773165.55271.423557.7469.12K45+180互通立交0号台151.20142102569.8156.0911.212689.413756.6237.51号台0钻钻 孔孔 桩桩桥梁桩号墩台号桩长（米）桩径（米）数量（根）总桩长一级钢筋（kg）二

4、级钢筋（kg）混凝土(m3)10合计1620222528合计C30AK0+171互通立交1号墩151.00345491.533.4163.83239.8343735.30号台141.00684931.266.8327.66063.96458.366.02号台1.000AK0+983.906互通立交1号墩351.5062102941.9133.71198.120537.321869.1371.12号墩03号墩00号台381.2083043342.5200.51392.819487.321080.6343.84号台0CK0+252.5互通立交0号台151.20690969.566.8394.468

5、24.37285.5101.801号台0K45+818.8分离立交(K0+668.6)1号墩281.20256597.072.425044074729.463.342号墩311.20262687.539269.14952.85260.970.13号墩281.20256597.072.425044074729.463.340号台251.0082001910.2133.77431470015576.7157.14号台0K47+767中桥1号墩341.4062042516.5267.351081.317497.818846.45314.032号墩321.4061922369.7250.61013.7

6、16430.517694.8295.563号墩341.4062042516.5267.41081.317497.818846.5314.030号台181.40122162685.4267.41081.21664017988.6332.54号台0191.046082.643156.396528.7037838.25220727.6450313.5318564.54810.32一级钢筋：46082.64二级钢筋：318564.48桥桥墩墩墩墩柱柱工工程程数数量量表表桥梁桩号墩台号 墩径（米）长度数量（根）一级钢筋（kg）二级钢筋（kg）108合计121620222528合计k33+640小桥1号墩

7、薄壁墙21123.641095232.6K43+431分离立交1号墩薄壁墙11591.65398.86990.4K44+823分离立交1号墩1.301260.21348.41348.42号墩1.301272.81421.871421.93号墩1.301266.51348.411348.4AK0+171互通立交1号墩薄壁墙1287.01342.31629.3AK0+983.906互通立交1号墩1.401196.645.91168.11214.02号墩1.401181.434.51133.41167.93号墩1.401196.145.91163.71209.6K45+818.8分离立交1号墩1.0

8、02158.446.415011547.42号墩1.301128.131.6837.2868.83号墩1.002162.446.41545.81592.2K47+767中桥1号墩1.206433.9118.33683.23801.52号墩1.206534.4177.546884865.53号墩1.206367.959.23022.53081.7K35+621分离立交1号墩1.102175.62235.82235.82号墩1.301164.21219.91219.93号墩1.102182.42322.62322.6K34+571分离立交1号墩1.001563.14031 3463.38057.4

9、2号墩1.001563.140313463.38057.440.003680.874128.408062.009507.81948.011393.724172.7859212.68一级钢筋：3680.87二级钢筋：59212.68混凝土(m3)C3057.7481.1220.0314.1612.510.612.410.729.2111.0824.8135.3517.8814.4610.8915.1037.36395.40盖盖梁梁材材料料数数量量表表桥梁桩号墩台号数量盖梁断面尺寸支座垫石（kg）C30混凝土(m3)C50混凝土（m3）C55混凝土（m3）12二级主体挡块支座垫石支座垫石支座垫石k

10、33+640小桥1号墩116.340.480.9k43+431分离立交1号墩116.340.480.9K44+823分离立交1号墩18.09*1.30*1.2029.680.932号墩13号墩10号台18.50*1.20*0.9018.360.34号台1AK0+171互通立交1号墩110.60*1.00*0.656.840.240.89AK0+983.906互通立交连续箱梁10.160号台110.50*1.40*1.0029.41.280.124号台1k45+818.8(k0+668.6)连续箱梁1144.480.420号台18.50*1.40*1.0023.81.284号台1K47+767中

11、桥1-3号墩616.813*1.4*1.20164.462.283.50、4号台417.309*1.30*1.10991.041.17K35+621分离立交连续箱梁1144.480.420号台18.50*1.30*1.0022.11.244号台1K34+571分离立交连续箱梁1124.280.280.140号台18.50*1.50*1.0025.51.523号台128413.24451.829.849.710.280.14887.315.17桥桥台台材材料料数数量量表表桥梁桩号墩台号数量混混凝凝土土挡块二级（kg)C30混凝土(m3)12台身挡块耳背墙垫石合计k33+640小桥0号左119.7

12、037.530.262.320.90号右119.7037.880.262.322号左119.7038.490.262.322号右119.7038.840.262.32k37+875小桥0号左117.2240.770.242.320.860号右117.2241.260.242.321号左117.2241.770.242.321号右117.2242.260.242.32K41+817分离立交0号左117.2240.90.222.320.870号右117.2240.90.222.321号左117.2240.150.222.321号右117.2240.150.222.32K43+431分离立交0号左1

13、19.7050.770.262.320.90号右119.7050.850.262.322号左119.7050.270.262.322号右119.7050.50.262.32K44+823分离立交0号台（肋板）220.6615.564号台（肋板）216.42K45+180互通立交0号左118.4843.940.262.320.890号右118.4833.190.262.321号左118.4843.10.262.321号右118.4832.560.262.32AK0+171互通立交0号台120.689.280.892号台120.77AK0+983.906互通立交0号台（肋板）218.19.844号

14、台（肋板）218.19.84CK0+252.2互通立交0号台1 31.674.640.121号台134.524.64K45+818分离立交0号台（肋板）219.4421.684号台（肋板）219.72K47+767中桥0号台(台柱）620.949.244号台(台柱）617.2K35+621分离立交0号台（肋板）221.928.44号台（肋板）222.428.4K34+571分离立交0号台（肋板）229.548.973号台（肋板）233.848.9756369.281201.984.96205.865.43K44+823分离立交15.56桥梁桩号栏杆长度栏杆底座栏杆立柱栏杆块件一级钢筋(kg)二

15、级钢筋(kg)C30砼（m3)一级钢筋(kg)二级钢筋(kg)C30砼（m3)一级钢筋(kg)米8mm12mm16mm立方米8mm10mm12mm25mm立方米10mmK44+823分离立交139.28899.812962.0138.698150.8359.581240.64338.497.486K45+818分离立交192.61210.614901.83107.0342.45200.4468.341861.8705.019.274K34+571分离立交1529804018.0686.4640.132163.0664.831341.24668.77.88K35+621分离立交160.08103

16、1.284229.6291.0142.24171.2168.341408.3705.018.2746444121.716111.52284.5163.52685.54261.095851.982417.2132.91栏杆一级：5068.33栏杆二级：24665.217613.27护护栏栏工工程程数数量量表表桥梁桩号波形梁护栏 防撞墙一级钢筋混凝土(m3)轮廓标栏杆防撞墙护栏底座 护栏底座防撞墙波形护栏底座 防撞墙米米8mm8mm8mm12mm16mm12mm个k33+640小桥102.6313.221478.216.6416k37+875小桥102.6179.99830.399.4116K41

17、+817分离立交102.6179.99738.4615.9116K43+431分离立交102.6313.221478.216.6416K45+180互通立交70.2138.121764.7510.978AK0+171互通立交73.28179.6809.9811.18AK0+983互通立交192.08529.663495.5214.41100CK0+252互通立交43.64144.62739.248.98k47+767中桥172.08173.52818.69566.522736.036926.63 624.0634.7726.4216961.68173.52818.69 2544.94 1407

18、0.8 6926.6 624.1138.7526.42204护栏一级：3363.6护栏二级：21621伸伸缩缩缝缝桥梁桩号伸缩缝型号数量钢筋防水剂米8(kg)12(kg)16(kg)kgAK0+983.互通立交D802185.98112.25448.85K44+823分离立交D801769.390.15287.35K45+818分离立交D801769.5691.22364.15k47+767中桥D8068.871521.16K35+621分离立交D801769.5691.22364.1534.01K34+571分离立交D801769.5691.22364.1534.01157.87363.96

19、476.063349.81混凝土C50钢纤维砼2.791.77（C40）1.799.03（C40防水）1.79(C40防水纤维)1.79(C55防水纤维)18.96依依七七公公路路第第A1A1合合同同段段细目编号项 目 名 称单位部位单位施工图纸数量分离立交（主线下穿车行天桥）桥位桩号K34+571分离立交图号五（二）EP32清清单单 第第400章章403-1403-1基基础础钢钢筋筋（包包括括灌灌注注桩桩、承承台台等等）-a光圆钢筋（I级）t光圆钢筋（I级）t52828.40t鉆孔灌注桩钢筋t46082.642978.9t承台钢筋t3975.760.0t支撑梁钢筋t2770.000.0-b带

20、肋钢筋（HRB335、HRB400）t带肋钢筋（HRB335、HRB400）t409515.88t鉆孔灌注桩钢筋t318564.4825635.9t承台钢筋t80913.1414935.8t支撑梁钢筋t6471.520.0t声测管钢筋t3566.74238.4-c声测管tt4431.00318.0403-2403-2下下部部结结构构钢钢筋筋(包包括括盖盖梁梁、墩墩台台柱柱、耳耳背背墙墙、系系梁梁）0.00-a光圆钢筋（I级）t光圆钢筋（I级）t50140.61t墩盖梁钢筋及挡块t8067.25t桥墩墩身钢筋t3680.870.0t肋板式桥台钢筋t2782.801216.6t台柱钢筋t758.0

21、0t耳背墙（牛腿）钢筋t759.00155.0t台帽钢筋及挡块t8741.861046.8t薄壁墙桥台钢筋t6797.30t挡块钢筋t883.9263.6t支座垫石钢筋t17669.610.0-b带肋钢筋（HRB335、HRB400）t光圆钢筋（I级）t234236.91t墩盖梁钢筋及挡块t26944.99t桥墩墩身钢筋t59212.6816114.8t肋板式桥台钢筋t17364.253071.80t台柱钢筋t5997.80t耳背墙（牛腿）钢筋t22120.691683.62t台帽钢筋及挡块t22031.381912.60t薄壁墙桥台钢筋t78818.80t挡块钢筋t1333.08163.60

22、t支座垫石钢筋t413.24124.3403-3403-3上上部部结结构构钢钢筋筋0.00-a光圆钢筋（I级）t光圆钢筋（I级）t59781.80t预应力砼空心板钢筋t46479.00t预制预应力砼箱梁钢筋t0.00t现浇箱梁钢筋t13302.801646.9t封锚及锚下钢筋t0.00t铰缝t0.00-b带肋钢筋（HRB335、HRB400）带肋钢筋（HRB335、HRB400）664184.11t预应力砼空心板钢筋t319478.78t预制预应力砼箱梁钢筋t0.00t现浇箱梁钢筋t318149.3971719.8t封锚及锚下钢筋t0.00t铰缝t26555.94403-4403-4附附属属结

23、结构构钢钢筋筋（包包括括搭搭板板、桥桥面面铺铺装装、铰铰缝缝、伸伸缩缩缝缝、防防撞撞墙墙、护护拦拦底底座座）0.00-a光圆钢筋（I级）t光圆钢筋（I级）t54703.82t伸缩缝钢筋t363.9669.6t防撞护栏钢筋t2544.94栏杆钢筋5068.331207.9t防撞墙钢筋t818.69t搭板钢筋t0.00t桥面连续t6849.60t桥面铺装钢筋t26945.80t锥坡钢筋t12112.502798.1-b带肋钢筋（HRB335、HRB400）t带肋钢筋（HRB335、HRB400）t290059.50t伸缩缝钢筋t3825.87455.4t防撞护栏钢筋t14070.77t栏杆钢筋t2

24、4665.216114.5t防撞墙钢筋t7550.69t搭板钢筋t142779.438194.1t桥面连续t7715.49t桥面铺装钢筋t84342.378671.9t锥坡钢筋t0.00t支座钢筋t4329.68217.9t泄水管钢筋t779.99179.0404-1404-1干干处处挖挖土土方方m3m36596.51847.9404-404-2 2挖挖除除旧旧路路m3m3405-405-1 1钻钻孔孔灌灌注注桩桩-a桩径1.00mm桩长m877.00200.0-c桩径1.20mm桩长m2102.00116.0-d桩径1.30mm桩长m88.00-e桩径1.40mm桩长m816.00-f桩径1

25、.50mm桩长m210.00-h桩径1.80mm桩长m0.00410-1410-1混混凝凝土土基基础础（包包括括支支撑撑梁梁、桩桩基基承承台台，不不包包括括桩桩基基）-a aC30混凝土(支撑梁)m3m3140.96-bC30混凝土(承台)m3m31037.48120.5410-2410-2混混凝凝土土下下部部结结构构-a-aC30混凝土(盖梁、挡块)m3m3466.6227.0-bC30混凝土(墩身)m3m3395.4037.4-c-cC40混凝土（墩身）m3m30.00-eC30混凝土（台身）m3m31201.9863.4-fC30混凝土（耳背墙）m3m3205.8617.94-g gC3

26、0混凝土(垫石)m3m315.140.28-h-hC40混凝土(垫石)m3m30.00-i iC50混凝土(垫石)m3m30.28-j-jC55混凝土(垫石)m3m30.140.14410-410-3 3现现浇浇混混凝凝土土上上部部结结构构-a-aC40混凝土(伸缩装置)m3m31.77-bC40防水混凝土(伸缩装置)m3m310.82-c-cC50混凝土(伸缩装置)m3m34.58-dC55混凝土（伸缩装置）m3m31.791.79-lC50钢纤维防水混凝土(伸缩装置)m3m30.00-gC40混凝土（空心板）m3m333.00-hC50混凝土（空心板）m3m3197.60-nC30混凝土（

27、箱梁）m3m30.510.51-iC40混凝土（箱梁）m3m3335.81-jC50混凝土（箱梁）m3m3876.40-kC55混凝土（箱梁）m3m3358.35358.35410-4预制混凝土上部结构m30.00 -aC40混凝土（空心板）m3m3289.09 -bC50混凝土（空心板）m3m31634.56 -cC50混凝土（箱梁）m3m3410-6现浇混凝土附属结构 -aC20混凝土（搭板）m3m31.62 -bC30混凝土（搭板）m3m3890.4049.0 -eC40混凝土（搭板）m3m30.00 -cC30混凝土（防撞墙）m3m326.42 -dC30混凝土（防撞护栏）m3m333

28、5.1848.012411-5后张法预应力钢绞线t t 102.7212189.00413-1浆砌片石 -a锥坡 -a-1锥坡砌石m3m31089.3589.26 -a-2锥坡填土m3m312166.102517.04 -a-4锥坡砂砾垫层m3m32223.08182.17 -c防护m3m34681.9632.0413-4浆砌预制混凝土块m3 -aC20预制混凝土踏步及挡板m347.2410.50 -bC30预制混凝土踏步及挡板m3m318.27 -dC20预制混凝土预制块锥坡m3m3384.9988.93 -fC30预制混凝土预制块m3m30.00415-2水泥混凝土桥面铺装 -aC40混凝

29、土m3m355.01 -bC40防水混凝土m3m3299.48 -cC50防水混凝土m3m325.51 -dC55防水混凝土m3m30.00 -eC50混凝土m3m3143.53 -fC40钢纤维防水混凝土m3m357.48 -hC55混凝土m3m352.0052.00 -iC40钢纤维混凝土m3m30.00防水剂kgkg2436.72 -k桥面铺装防水剂kgkg2368.70770.6伸缩装置防水剂kgkg68.0234.01415-3沥青混凝土桥面铺装m3m3358.56416-3防水层m2m33585.10416-2圆形板式橡胶支座-1GYZ 35066(NR)个个0-2GYZ 2506

30、3个个72-3GYZ 22556个个0-4GYZ 22542个个108-5GYZ 20056个个24-6GYZ 17535个个320-7GYZF4 35066(NR)个个0-8GYZF4 25065(NR)个个0-9GYZF4 37588个个8-10GYZF4 32588个个0-11GYZF4 25063个个216-12GYZF4 22558个个0-13GYZF4 22544个个0-14GYZF4 20054个个72-15GYZF4 17537个个176416-4盆式支座个个0-1GPZ 10GD个个0-2GPZ()4GD个个11-3GPZ()3GD个个0-4GPZ()3.5GD个个0-5GP

31、Z()2.5GD个个0-6GPZ 6GD个个1-7GPZ 5GD个个1-8GPZ()5SX个个0-9GPZ()5DX个个0-10GPZ()4SX个个11-11GPZ()4DX个个22-12GPZ()3.5SX个个0-13GPZ()3.5DX个个0-14GPZ()3.5GX个个0-15GPZ()3SX个个2-16GPZ()3DX个个2-17GPZ()2.5SX个个2-18GPZ()2.5DX个个2-19GPZ()2SX个个22-20GPZ()2DX个个22-21GPZ()1.5SX个个0-22GPZ()1.5DX个个0-23GPZ()1SX个个0-24GPZ()1DX个个0-25GPZ()2.5

32、SXF个个0-26GPZ()2.5DXF个个0-272.0SXF个个0-282.0DXF个个0-29GPZ()7MN个个2-30GPZ()2MN个个4416-6减震垫板dm3个205417-2模数式伸缩装置dm30 -aD-80型m157.8717 -bD-120型mm0 -cD-160型mm0417-8PVC管mm875216417-9泄水管个m18428417-10玻纤格栅m2个78.15418-1拆除结构物m20 -a混凝土结构m30419-1单孔钢筋混凝土圆管涵m30 -a2-1.5m0 -b1-1.5mm0 -c1-1.25mm0 -d1-1.0mm420-1钢筋混凝土盖板涵m -a

33、5.03.13m -b4.02.0mm -c3.02.0mm -d1.03.0mm420-2钢筋混凝土箱涵m -a1-7.04.3m -b1-7.04.2mm -c1-6.02.7mm -d1-5.03.0mm -e1-5.02.5mm -f1-4.03.0mm -g1-4.02.8mm -h1-4.02.5mm -i1-4.02.0mm -j1-3.02.5mm -k1-3.02.0mm -l1-2.52.5mm -m1-2.52mm -n1-2.02.0mm -o1-2.01.5mm -p1-1.52.5mm -q1-1.51.25mm426-2水泥混凝土拌合站m3 -a拌合设备座2 -b

34、场地硬化（20cm水泥混凝土）m2座 -c场地平整m2m2 -d拌和站复垦m2m2602-1桥栏杆mm2152602-2单面波形梁钢护栏mm602-7防撞护栏mm602-8防抛网m2m106.20602-9轮廓标个m2602-10门式标志座个主线（大、中、小桥）互通桥K35+621分离立交K44+823分离立交K45+818.8分离立交k33+640小桥k37+875小桥k47+767中桥三道岗互通AK0+171匝道桥五（二）EP125五（二）FP31五（二）FP109四（二）P52四（二）P103四（一）CP51五（一）CP4826902683.33791.73487.52325.11008

35、8.11422.70.00.00.0998.3319.200.00.00.00.0711.6374.300.025120.514952.330296.418821.810967.373376.359895.314638.05711.515358.83067.41912.403031.60.00.00.01646.7866.000.0324.2337.9306.5303.6187.8525.0168.5319.5343.5409.5297.0198.0961.5133.51082.5669.45368.8277.20522.2799.5448.90.00.01336.20.0886.60.034

36、9.07580.06041189.0707.5983.23528.81098.41079.6463.451.600.057.6110.667.4213.611.60.0616.000.01392.4696.29118.61382.4分离立交（主线下穿车行天桥）6315.62178.215321.00952.05778.34118.74008.45232.60.011748.716292516.83176.64254.85997.81680.81676.22735.41246.71246.73903.6792.52476.81242.03172.610012.812695.213480.6361

37、4.5136.40.0135.6132.868.9265.2026.6144.5144.555203668.01834.0237121604.00.07020.834832.033111.016043.7145278.413144.0100932.869672.81680.002468.81234.413715.841080.169.669.369.60.0313.2180.0566.5179.61270.81110.21479.4818.71285.84278.026945.83032.03381.3455.4377.5455.41521.21478.2830.42736.0810.0643

38、3.94541.17575.77550.698194.15964.76682.513478.416182.818844.85474.03387.81260.401459.8661.39176.96147.411173.27797.24392.4484.742392.4172.0459.8162.8337.2151.521553.62278.0179.0242.9743.61135.2686.9216220.34339184.4160.0188.0200.0129.044.0120.0174.0288.0192.088.0816.035.918.76104.22146.4098.980.450.

39、025.123.348.025.117.861.44266.87.0840.520.031.057.7478.014.1644.3437.139.16152.7166.138.1041.516.8015.621.79.289.2849.249.30.421.230.421.800.864.671.81.771.799.031.7926.007.016.008.00128.00335.81409.60225.527.563.7830.243.360169.4885.01871.3774.7249.039.239.277.4120.477.437.826.4250.51446.18451.7241

40、6.649.4134.7711.16,71214749.63792189631208169693.26126.7239.8118.4818.82269.8716.8429551,9931359.3430.3966.9724839.8197198240.37148.46151.85114.46153.6332.048.0288.37541.36591.46162.41532.69111511.766.5196.36107.55538.8419.28153.517.3170.7357.48815.234.01042.9221.42169.817.930429.14214.141698.08179.

41、287224727232442167272321122223228.814.457.67.217171768.8720824328038803241111.4947.38160139192.64102.6102.6172.0873.28173.521421771616168分离立交 （主线上跨）三道岗互通AK0+983.906匝道桥三道岗互通CK0+252.5匝道桥三道岗互通K45+180匝道桥k41+817分离立交k43+431分离立交五（一）CP90五（一）CP139五（一）C P3五（二）N P5五（二）N P426284.4969.52569.82447.44344.2868.8623

42、.3337.5281.8546.80.00.0583.2389.2711.642949.77285.513756.615741.429765.413659.21609.42113.91807.83067.40.00.01383.1929.01646.7396.450.6262.2209.7356.1559.593.0232.5210.0355.5669.4574.10.00.00.00.0330.61286.6865.31126.6990.01174.057.20.072.168.1110.6182.5136.52056.3696.21392.4互通桥2178.2359200.00.06990

43、.44344.32177.21246.71243.21241.51246.73214.67264.412661.812994.016108.3128.40.073.968.9132.81064.03575.01834.03668.04635.17427.422397.714134.033110.675824.0557.02116.61234.42468.886.0529.7144.6138.1180.0313.21285.82901.1561.13495.5739.21764.8738.51478.28388.45353.013066.714391.718564.30.00.00.0946.2

44、13819.61451.36409.44178.08647.8166.975.8265.4151.5337.2179.01378.7184.4209.7219.3231.2304.090.0210.0204.0360.0210.030.1019.6036.6182.946.155.647.080.430.680.001.040.8817.435.4981.136.266.2152.8162.1202.419.79.39.289.289.30.00.10.90.91.800.32.84.517.18.016.00466.81.625.673.787.5641.26138.2684.98169.4

45、81.6243.225.291.8120.4120.414.418.910.9715.9116.6419492119840971896379293.0566.6819.0219.0818.482703.6539.816.7373.89123.13190.35184.16147.13150.68165.132623.06512.96590.12695.5310.5992.229.7419.2838.848.272.8782.99.133.0521.4242.9290.7330.48214.14429.142484727272247.214.414.428.8212082846087.79192.

46、0843.6470.2102.6102.6177100881616搭搭板板工工程程数数量量表表桥梁桩号二级钢筋C20混凝土 C30混凝土12162022合计k33+640小桥1416.87197.6190.84673.213478.477.4k37+875小桥15328808.4187.25655.216182.8120.4k41+817分离立交505.28350178.85357.7214391.72120.40k43+431分离立交1611.610184.7219.66548.418564.3120.40k44+823分离立交3681.82282.885964.6839.20k45+180

47、分离立交426.027542.64198.64899.413066.6691.80AK0+171互通立交2282930.62315.4547437.80Ak0+983.906互通立交355.42761.862.252098388.41.6243.20Ck0+252.5互通立交450.62914.81987.6535325.20k45+818.8(k0+668.6)分离立交313.282202.394166.86682.4739.20k47+767中桥1152.89784790818844.877.4K35+621分离立交380.42702.95110.88194.149K34+571分离立交3

48、80.42702.95110.88194.1498752.571764.531037.261225.2142779.431.62890.4沥青混凝土桥长（m)20101020641320901390807470锥锥坡坡工工程程数数量量表表桥梁桩号锥坡基础围墙延长铺砌河床铺砌防护挖基土方踏步及挡板踏步及挡板钢筋6（kg）浆砌片石填土C20砼预制块砂砾垫层回填种植土浆砌片石浆砌片石砂砾垫层回填种植土浆砌片石砂砾垫层浆砌片石砂砾垫层C30C20k33+640小桥18.4830.396.14204.2765.2523.88271.84118.44216k37+875小桥18.8266.976.3224

49、6.5775.4428.24269.45117.29220.34k41+817分离立交19.0873.896.46 247.5778.0629.37264.49114.85219.26k43+431分离立交18.48123.136.14322.5183.8131.83289.21127.13231.15k44+823分离立交126.71992.5107.5132.1135.24865.81921135.2153381.3k45+180互通立交19.0216.736.44177.7865.1623.84270.02116.85209.66Ak0+171互通立交16.8439.85.04154.8

50、861.7522.37316.06126.22184.4Ak0+983.906互通立交93.052703.6592.2117.4289.643272.9360.151378.710.592901.1Ck0+252.5互通立交66.6839.817.68242.1764.9423.74315.95142.74184.4K45+818分离立交239.81 1359.3496.8371.77288.3771.77686.911.76k47+767中桥269.8724868.34162.4146.123396.51K35+621分离立交93.262954.8696.36120.6393.643276.