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1、涵涵洞洞工工程程數(shù)數(shù)量量表表永永川川區(qū)區(qū)20182018年年“四四好好農(nóng)農(nóng)村村路路”(”(重重要要農(nóng)農(nóng)村村公公路路)青青新新路路新新建建工工程程S4-2 第1頁 共4頁序號中心樁號與路中線法向線法向交角(度)孔數(shù)及孔徑(孔-m)結構類型涵長(米)進口類型出口類型蓋板洞身基礎HRB400鋼筋HPB300鋼筋蓋板臺身沉降縫帽石回填涵頂矮墻錯臺梯步蓋板涵鋪底蓋板涵基礎蓋板涵換填1816128106C30砼C20砼瀝青麻絮C25砼 砂礫石 C20砼C20砼M7.5漿砌MU30片石M7.5漿砌MU30片石砂礫石KG立方米1234567891011121314151617181920212223241K02、+815.001351-2.00 x 2.00 蓋板涵20.41八字翼墻 八字翼墻985.317.710528.610.884.629.41.3116.2104.9482K1+180.00901-2.00 x 2.00 蓋板涵20邊溝跌井 八字翼墻795.9168.91401182.159.10.9112.41.40.8102.8120.23K1+450.00901-1.00 x 1.50 蓋板涵22邊溝跌井 八字翼墻448128.4107.86.551.631.60.5156.80.80.5804K1+694.00901-2.00 x 2.00 蓋板涵13邊溝跌井排水溝517.453.7283、.66.95321.70.3740.70.47.3265K2+097.00901-1.00 x 1.50蓋板涵33邊溝跌井 八字翼墻877.5374.6213.413.472.632.50.7243.810.6125.26K3+832.00901-1.00 x 1.50蓋板涵17邊溝跌井排水溝357.146.136.8539.725.2121.50.90.561.87K3+943.00901-1.00 x 1.50蓋板涵35邊溝跌井 八字翼墻930.7415233.215.277.752.50.7257.31.50.9133.28K5+210.00901-1.00 x 1.50蓋板涵29邊溝跌4、井 八字翼墻701305184.711.870.739.60.4199.51.20.7106.19K5+400.00901-1.00 x 1.50蓋板涵24邊溝跌井 八字翼墻580.2142.4129.87.756.631.90.5169.90.90.587.429.410K6+123.00901-1.00 x 1.50 蓋板涵11八字翼墻 八字翼墻203.628.9223.126.112.60.878.64024.511K6+300.001351-2.00 x 2.00 蓋板涵13.23八字翼墻 八字翼墻519.4142.377.710.56.754.79.71.376.367.984.7小5、計23846262450140611983789866934671606857935307累計23846262450140611983789866934671606857935307編編制制：復復核核：涵涵洞洞工工程程數(shù)數(shù)量量表表永永川川區(qū)區(qū)20182018年年“四四好好農(nóng)農(nóng)村村路路”(”(重重要要農(nóng)農(nóng)村村公公路路)青青新新路路新新建建工工程程S4-2 第2頁 共4頁序號中心樁號與路中線法向線法向交角(度)孔數(shù)及孔徑(孔-m)結構類型涵長(米)進口類型出口類型基礎洞口洞身接合部干處挖土方干處挖石方濕處挖土方濕處挖石方八字翼墻基礎八字墻截水墻填方八字墻抹面八字墻身八字墻鋪砌邊溝跌井排水溝截水墻排6、水溝一字墻身一字墻基礎側墻墻身干處挖土方干處挖石方濕處挖土方濕處挖石方M7.5漿砌MU30片石M7.5漿砌MU30片石填方M7.5砂漿M7.5漿砌MU30片石M7.5漿砌MU30片石M7.5漿砌MU30片石M7.5漿砌MU30片石M7.5漿砌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 蓋板涵20.41八字翼墻 八字翼墻336.1106.167.857.718.45.861.135.612.551.55.32K1+180.00901-2.00 x 2.007、 蓋板涵20邊溝跌井 八字翼墻125.342.27.12.523.613.34.86.536.55.33K1+450.00901-1.00 x 1.50 蓋板涵22邊溝跌井 八字翼墻264.772.512.211.53.91.412.25.41.61112.621.74K1+694.00901-2.00 x 2.00 蓋板涵13邊溝跌井排水溝167.347.50.80.813.60.93.61.95K2+097.00901-1.00 x 1.50蓋板涵33邊溝跌井 八字翼墻583.7188.8218.6153.57219.611.43.310.625.63.26K3+832.00901-1.08、0 x 1.50蓋板涵17邊溝跌井排水溝138.639.58.50.53.68.91.47K3+943.00901-1.00 x 1.50蓋板涵35邊溝跌井 八字翼墻605.3194.3211.8151.65.81.716.18.72.61123.13.78K5+210.00901-1.00 x 1.50蓋板涵29邊溝跌井 八字翼墻485.9154.3158.9114.5113.12018.9815.863.16.99K5+400.00901-1.00 x 1.50蓋板涵24邊溝跌井 八字翼墻291.280.215.114.26.21.920.210.83.18.513.21.91.710K69、+123.00901-1.00 x 1.50 蓋板涵11八字翼墻 八字翼墻134.737.37.97.49.53.232154.326.86.611K6+300.001351-2.00 x 2.00 蓋板涵13.23八字翼墻 八字翼墻26.19.213.34.97.542.121.68.563.99.8小計238315997269351182278247141498617325465累計238315997269351182278247141498617325465編編制制：復復核核：涵涵洞洞工工程程數(shù)數(shù)量量表表永永川川區(qū)區(qū)20182018年年“四四好好農(nóng)農(nóng)村村路路”(”(重重要要農(nóng)農(nóng)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頁 共4頁序號中心樁號與路中線法向線法向交角(度)孔數(shù)及孔徑(孔-m)結構類型涵長(米)進口類型出口類型管壁基礎洞身HPB300鋼筋HRB400鋼筋管形基礎墊層管形基礎干處挖土方干處挖石方濕處挖土方濕處挖石方填方八字翼墻基礎八字墻截水墻管壁沉降縫帽石回填8108砂礫石 C20砼干處挖土方干處挖石方濕處挖土方濕處挖石方填方M7.5漿砌MU30片石M7.5漿砌MU30片石C30砼瀝青麻絮C25砼 砂礫石KG立方米1234567891011121314151617181920212223241K0+234.00901x1.00 圓管涵10.5邊溝跌井排水11、溝125.8416.86.715.987.417.91.61.54.44.20.376.42K0+380.00901x0.75 圓管涵9.5邊溝跌井排水溝88.1211.75.611.567.712.302.53.10.368.33K0+560.00901x0.75 圓管涵8.5邊溝跌井排水溝76.3183.75.310.480.218.56.64.92.33.161.14K1+320.00901x0.75 圓管涵10邊溝跌井排水溝90.1213.55.71286.718.64.23.42.73.10.371.95K3+205.00901x0.75圓管涵15邊溝跌井排水溝135.1383.5612、.817.412526.86.15.10.144.70.3107.96K3+503.00901x0.75圓管涵9.5邊溝跌井排水溝85.32055.611.584.818.7542.53.10.368.37K4+065.00901x0.75圓管涵13.5邊溝跌井跌水121.3290.46.515.7127.332.11711.41.23.63.10.397.18K4+224.00901x0.75圓管涵12邊溝跌井跌水110260.76.114.111729.917.111.10.83.23.10.386.39K4+920.00901x0.75圓管涵13邊溝跌井排水溝117.1277.56.4113、5.262.6122.33.53.10.393.510K5+056.00901x0.75 圓管涵13邊溝跌井跌水120.1284.66.415.296.219.83.32.80.93.53.10.393.511K5+740.00901x1.00 圓管涵17八字翼墻 八字翼墻197.8653.68.524.833.39.46.82.57.28.30.7123.612K5+870.00901x0.75 圓管涵11邊溝跌井 八字翼墻99.1234.85.913.1124.232.821.413.33.41.12.93.10.379.113K6+365.00901x1.00 圓管涵16.5八字翼墻 八14、字翼墻197.8653.68.424.134.69.66.42.578.30.7120小計15915641724254584201112725882585176495341147累計15915641724254584201112725882585176495341147編編制制：復復核核：涵涵洞洞工工程程數(shù)數(shù)量量表表永永川川區(qū)區(qū)20182018年年“四四好好農(nóng)農(nóng)村村路路”(”(重重要要農(nóng)農(nóng)村村公公路路)青青新新路路新新建建工工程程S4-2 第4頁 共4頁序號中心樁號與路中線法向線法向交角(度)孔數(shù)及孔徑(孔-m)結構類型涵長(米)進口類型出口類型洞口洞身接合部排水溝截水墻排水溝邊溝跌井跌水截水15、墻跌水跌水八字墻抹面八字墻身八字墻鋪砌一字墻身一字墻基礎M7.5漿砌MU30片石M7.5漿砌MU30片石M7.5漿砌MU30片石M7.5漿砌MU30片石M7.5漿砌MU30片石M7.5砂漿M7.5漿砌MU30片石M7.5漿砌MU30片石C20片石砼C20片石砼立方米1234567891011121314151617181920212223241K0+234.00901x1.00 圓管涵10.5邊溝跌井排水溝0.52.78.58.33.82K0+380.00901x0.75 圓管涵9.5邊溝跌井排水溝0.43.36.35.43.23K0+560.00901x0.75 圓管涵8.5邊溝跌井排水溝016、.42.44.114.97.14K1+320.00901x0.75 圓管涵10邊溝跌井排水溝0.42.6814.17.35K3+205.00901x0.75圓管涵15邊溝跌井排水溝0.43.37.37.83.86K3+503.00901x0.75圓管涵9.5邊溝跌井排水溝0.43.35.963.57K4+065.00901x0.75圓管涵13.5邊溝跌井跌水7.31.17.46.93.68K4+224.00901x0.75圓管涵12邊溝跌井跌水7.31.17.47.83.89K4+920.00901x0.75圓管涵13邊溝跌井排水溝0.43.3810.84.410K5+056.00901x0.75 圓管涵13邊溝跌井跌水7.61.17.47.83.811K5+740.00901x1.00 圓管涵17八字翼墻 八字翼墻22.79.32.820.68.612K5+870.00901x0.75 圓管涵11邊溝跌井 八字翼墻4.711.44.51.219.38.513K6+365.00901x1.00 圓管涵16.5八字翼墻 八字翼墻21.28.42.616.88.2小計159321753225522714770累計159321753225522714770編編制制：復復核核：