1、涵涵洞洞工工程程数数量量表表永永川川区区20182018年年“四四好好农农村村路路”(”(重重要要农农村村公公路路)青青新新路路新新建建工工程程S4-2 第1页 共4页序号中心桩号与路中线法向线法向交角(度)孔数及孔径(孔-m)结构类型涵长(米)进口类型出口类型盖板洞身基础HRB400钢筋HPB300钢筋盖板台身沉降缝帽石回填涵顶矮墙错台梯步盖板涵铺底盖板涵基础盖板涵换填1816128106C30砼C20砼沥青麻絮C25砼 砂砾石 C20砼C20砼M7.5浆砌MU30片石M7.5浆砌MU30片石砂砾石KG立方米1234567891011121314151617181920212223241K02、+815.001351-2.00 x 2.00 盖板涵20.41八字翼墙 八字翼墙985.317.710528.610.884.629.41.3116.2104.9482K1+180.00901-2.00 x 2.00 盖板涵20边沟跌井 八字翼墙795.9168.91401182.159.10.9112.41.40.8102.8120.23K1+450.00901-1.00 x 1.50 盖板涵22边沟跌井 八字翼墙448128.4107.86.551.631.60.5156.80.80.5804K1+694.00901-2.00 x 2.00 盖板涵13边沟跌井排水沟517.453.7283、.66.95321.70.3740.70.47.3265K2+097.00901-1.00 x 1.50盖板涵33边沟跌井 八字翼墙877.5374.6213.413.472.632.50.7243.810.6125.26K3+832.00901-1.00 x 1.50盖板涵17边沟跌井排水沟357.146.136.8539.725.2121.50.90.561.87K3+943.00901-1.00 x 1.50盖板涵35边沟跌井 八字翼墙930.7415233.215.277.752.50.7257.31.50.9133.28K5+210.00901-1.00 x 1.50盖板涵29边沟跌4、井 八字翼墙701305184.711.870.739.60.4199.51.20.7106.19K5+400.00901-1.00 x 1.50盖板涵24边沟跌井 八字翼墙580.2142.4129.87.756.631.90.5169.90.90.587.429.410K6+123.00901-1.00 x 1.50 盖板涵11八字翼墙 八字翼墙203.628.9223.126.112.60.878.64024.511K6+300.001351-2.00 x 2.00 盖板涵13.23八字翼墙 八字翼墙519.4142.377.710.56.754.79.71.376.367.984.7小5、计23846262450140611983789866934671606857935307累计23846262450140611983789866934671606857935307编编制制：复复核核：涵涵洞洞工工程程数数量量表表永永川川区区20182018年年“四四好好农农村村路路”(”(重重要要农农村村公公路路)青青新新路路新新建建工工程程S4-2 第2页 共4页序号中心桩号与路中线法向线法向交角(度)孔数及孔径(孔-m)结构类型涵长(米)进口类型出口类型基础洞口洞身接合部干处挖土方干处挖石方湿处挖土方湿处挖石方八字翼墙基础八字墙截水墙填方八字墙抹面八字墙身八字墙铺砌边沟跌井排水沟截水墙排6、水沟一字墙身一字墙基础侧墙墙身干处挖土方干处挖石方湿处挖土方湿处挖石方M7.5浆砌MU30片石M7.5浆砌MU30片石填方M7.5砂浆M7.5浆砌MU30片石M7.5浆砌MU30片石M7.5浆砌MU30片石M7.5浆砌MU30片石M7.5浆砌MU30片石C20片石砼C20片石砼C20片石砼立方米1234567891011121314151617181920212223241K0+815.001351-2.00 x 2.00 盖板涵20.41八字翼墙 八字翼墙336.1106.167.857.718.45.861.135.612.551.55.32K1+180.00901-2.00 x 2.007、 盖板涵20边沟跌井 八字翼墙125.342.27.12.523.613.34.86.536.55.33K1+450.00901-1.00 x 1.50 盖板涵22边沟跌井 八字翼墙264.772.512.211.53.91.412.25.41.61112.621.74K1+694.00901-2.00 x 2.00 盖板涵13边沟跌井排水沟167.347.50.80.813.60.93.61.95K2+097.00901-1.00 x 1.50盖板涵33边沟跌井 八字翼墙583.7188.8218.6153.57219.611.43.310.625.63.26K3+832.00901-1.08、0 x 1.50盖板涵17边沟跌井排水沟138.639.58.50.53.68.91.47K3+943.00901-1.00 x 1.50盖板涵35边沟跌井 八字翼墙605.3194.3211.8151.65.81.716.18.72.61123.13.78K5+210.00901-1.00 x 1.50盖板涵29边沟跌井 八字翼墙485.9154.3158.9114.5113.12018.9815.863.16.99K5+400.00901-1.00 x 1.50盖板涵24边沟跌井 八字翼墙291.280.215.114.26.21.920.210.83.18.513.21.91.710K69、+123.00901-1.00 x 1.50 盖板涵11八字翼墙 八字翼墙134.737.37.97.49.53.232154.326.86.611K6+300.001351-2.00 x 2.00 盖板涵13.23八字翼墙 八字翼墙26.19.213.34.97.542.121.68.563.99.8小计238315997269351182278247141498617325465累计238315997269351182278247141498617325465编编制制：复复核核：涵涵洞洞工工程程数数量量表表永永川川区区20182018年年“四四好好农农村村路路”(”(重重要要农农村村公公路10、路)青青新新路路新新建建工工程程S4-2 第3页 共4页序号中心桩号与路中线法向线法向交角(度)孔数及孔径(孔-m)结构类型涵长(米)进口类型出口类型管壁基础洞身HPB300钢筋HRB400钢筋管形基础垫层管形基础干处挖土方干处挖石方湿处挖土方湿处挖石方填方八字翼墙基础八字墙截水墙管壁沉降缝帽石回填8108砂砾石 C20砼干处挖土方干处挖石方湿处挖土方湿处挖石方填方M7.5浆砌MU30片石M7.5浆砌MU30片石C30砼沥青麻絮C25砼 砂砾石KG立方米1234567891011121314151617181920212223241K0+234.00901x1.00 圆管涵10.5边沟跌井排水11、沟125.8416.86.715.987.417.91.61.54.44.20.376.42K0+380.00901x0.75 圆管涵9.5边沟跌井排水沟88.1211.75.611.567.712.302.53.10.368.33K0+560.00901x0.75 圆管涵8.5边沟跌井排水沟76.3183.75.310.480.218.56.64.92.33.161.14K1+320.00901x0.75 圆管涵10边沟跌井排水沟90.1213.55.71286.718.64.23.42.73.10.371.95K3+205.00901x0.75圆管涵15边沟跌井排水沟135.1383.5612、.817.412526.86.15.10.144.70.3107.96K3+503.00901x0.75圆管涵9.5边沟跌井排水沟85.32055.611.584.818.7542.53.10.368.37K4+065.00901x0.75圆管涵13.5边沟跌井跌水121.3290.46.515.7127.332.11711.41.23.63.10.397.18K4+224.00901x0.75圆管涵12边沟跌井跌水110260.76.114.111729.917.111.10.83.23.10.386.39K4+920.00901x0.75圆管涵13边沟跌井排水沟117.1277.56.4113、5.262.6122.33.53.10.393.510K5+056.00901x0.75 圆管涵13边沟跌井跌水120.1284.66.415.296.219.83.32.80.93.53.10.393.511K5+740.00901x1.00 圆管涵17八字翼墙 八字翼墙197.8653.68.524.833.39.46.82.57.28.30.7123.612K5+870.00901x0.75 圆管涵11边沟跌井 八字翼墙99.1234.85.913.1124.232.821.413.33.41.12.93.10.379.113K6+365.00901x1.00 圆管涵16.5八字翼墙 八14、字翼墙197.8653.68.424.134.69.66.42.578.30.7120小计15915641724254584201112725882585176495341147累计15915641724254584201112725882585176495341147编编制制：复复核核：涵涵洞洞工工程程数数量量表表永永川川区区20182018年年“四四好好农农村村路路”(”(重重要要农农村村公公路路)青青新新路路新新建建工工程程S4-2 第4页 共4页序号中心桩号与路中线法向线法向交角(度)孔数及孔径(孔-m)结构类型涵长(米)进口类型出口类型洞口洞身接合部排水沟截水墙排水沟边沟跌井跌水截水15、墙跌水跌水八字墙抹面八字墙身八字墙铺砌一字墙身一字墙基础M7.5浆砌MU30片石M7.5浆砌MU30片石M7.5浆砌MU30片石M7.5浆砌MU30片石M7.5浆砌MU30片石M7.5砂浆M7.5浆砌MU30片石M7.5浆砌MU30片石C20片石砼C20片石砼立方米1234567891011121314151617181920212223241K0+234.00901x1.00 圆管涵10.5边沟跌井排水沟0.52.78.58.33.82K0+380.00901x0.75 圆管涵9.5边沟跌井排水沟0.43.36.35.43.23K0+560.00901x0.75 圆管涵8.5边沟跌井排水沟016、.42.44.114.97.14K1+320.00901x0.75 圆管涵10边沟跌井排水沟0.42.6814.17.35K3+205.00901x0.75圆管涵15边沟跌井排水沟0.43.37.37.83.86K3+503.00901x0.75圆管涵9.5边沟跌井排水沟0.43.35.963.57K4+065.00901x0.75圆管涵13.5边沟跌井跌水7.31.17.46.93.68K4+224.00901x0.75圆管涵12边沟跌井跌水7.31.17.47.83.89K4+920.00901x0.75圆管涵13边沟跌井排水沟0.43.3810.84.410K5+056.00901x0.75 圆管涵13边沟跌井跌水7.61.17.47.83.811K5+740.00901x1.00 圆管涵17八字翼墙 八字翼墙22.79.32.820.68.612K5+870.00901x0.75 圆管涵11边沟跌井 八字翼墙4.711.44.51.219.38.513K6+365.00901x1.00 圆管涵16.5八字翼墙 八字翼墙21.28.42.616.88.2小计159321753225522714770累计159321753225522714770编编制制：复复核核：