小型水库除险加固结算表

序号1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.38.39.40.

工程或费用名称第一部分建筑工程一挡水工程一挡水工程一)土坝工程坝前坡土方开挖坝前坡干砌块石护坡坝前坡人工铺筑碎石垫层坝前坡M7.5浆砌块石平台坝前坡平台1:2水泥砂浆批挡坝前坡齿墙土方开挖坝前坡齿墙土方回填M7.5浆砌块石齿墙坝前坡齿墙1:2水泥砂浆批挡坝前坡M7.5浆砌块石步级坝前坡步级1:2水泥砂浆批挡人工铺筑砂石垫层坝前坡现浇C20砼坝前坡C20砼护坡φ50UPVC坝前坡C20砼护坡模板坝前坡C20砼护坡伸缩缝沥青杉板坝后坡土方开挖坝后坡土方回填坝后坡挡墙土方开挖挡墙土方回填M7.5浆砌石挡土墙坝坡横向M7.5浆砌石排水沟横向排水沟C20砼底板横向排水沟1:2水泥砂浆批挡岸坡M7.5浆砌石排水沟岸坡排水沟C20砼底板岸坡排水沟1:2水泥砂浆批挡坝后坡M7.5浆砌块石步级坝后步级1:2水泥砂浆批挡人工铺筑反滤层干砌块石反滤体反滤体M7.5浆砌石压顶反滤体顶排水沟C20砼反滤体排水沟1:2水泥砂浆批挡后坡人工清理表土坝后坡直播种草护坡坝后坡土方回填(新、旧搭接层)坝后坡增加清表土层土方回填挖掘机挖装土自卸汽车运输1m3挖掘机运距3Km后坡草皮护坡

实际完成合同结算单位实际完成单价(元)合计(元)合同工程工程量量m32225.008.7719513.252600.00m30.00103.490.003964.67m323232.001.0023232.001501.82m3122.31166.1820325.48709.40m245454.0010.08458176.32675.60m3590.471.00590.47513.54m3337.4111.733957.82271.30m3253.06157.1039755.73242.24m2168.7113.122213.49153.80m318.06156.992835.2423.12m260.4813.11792.8974.04m3111.000.000.001321.60m3946.47393.07372028.960.00m123.8734.634289.620.00m2863.7063.4554801.770.00m2863.7033.0328528.010.00m386.840.000.00241.50m34487.6718.1481406.337640.00m30.008.540.00602.40m3实方0.0011.730.00324.80m30.00166.180.00398.40m370.98150.3710673.26107.20m311.83296.123503.108.93m2788.6411.749258.63964.10m326.04150.473918.2430.08m32.17306.70665.541.55m3215.0011.742524.10152.34m330.85157.194849.3125.49m275.1722.001653.7470.62m32121.0079.960.001793.00m3116.00102.490.006300.00m30.00149.570.00237.40m3221.00307.120.003.00m20.0011.740.00450.00m217256.751.2521570.9419178.48m20.008.460.0015190.38m32923.0718.1453024.490.00m32245.6718.1440736.450.00m32245.6713.9831394.470.00m2232323.0012.973013229.310.0041.坝顶泥结碎石路面m3464.5220.339443.690.0042.坝顶路面土方开挖m3464.529.634473.330.0043.坝顶M7.5浆砌石防浪墙m3156.93157.1124655.270.0044.防浪墙基础土方开挖m33211.009.6330921.930.0045.坝顶M7.5浆砌石防浪墙1:2m3570.6711.746699.670.0046.水泥砂浆批挡m344.24163.437230.140.00路缘石M7.5浆砌石47.路缘石土方开挖m321.009.63202.230.0048.签证前坝坡二个平台干砌m38.23102.49843.490.0049.块石修补台阶m319.9924.59491.550.00签证拆除原坝中浆砌石步50.级m336.9536.841361.240.00签证人工拆除51.0+004.3~0+340.2原干砌块m3120.928.17987.920.00签证人工拆除原干砌块石52.平台m332.007.21230.720.00签证人工清运原后坝左二53.平台边沟塌方土方工日70.0028.762013.200.00签证主坝迎水面人工清理54.、运输垃圾宗36.001000.0036000.000.00签证取土场征山费用二泄洪工程一)溢洪道工程1.签证人工拆除原溢洪道进m36.1624.59151.4721.462.口浆砌石左翼墙m30.0012.860.0038.05侧墙土方开挖3.侧墙土方回填m3实方0.0016.030.00460.004.签证溢洪道左砌M7.5浆砌m33232.00149.57483410.24360.005.石墙m30.00393.070.00171.60C20砼底板6.伸缩缝m20.0033.030.0072.507.底板钢筋加工与安装t0.004915.560.003.708.交通桥C20砼m30.00304.010.0036.909.交通桥钢筋加工与安装t211.004915.560.003.7010.签证溢洪道进口土方填筑m3806.4018.1414628.100.0011.压实m33.63149.57542.940.00签证溢洪道右砌M7.5浆砌12.石墙m32.319.1221.070.00签证人工基础开挖13.签证溢洪道杂工工日30.0028.76862.800.00永久交通工程1.签证溢洪道进口底板至坝m313.20320.614232.050.002.顶C25砼路面m317.40149.572602.520.00签证路旁增加M7.5浆砌石3.方量m32.34149.57349.990.00签证齿墙M7.5浆砌石护坎4.签证C25砼溢洪道侧加宽路m33.18322.621025.930.005.面m31121.00322.35361354.350.00签证村道C25砼路面6.签证凿除C25砼路面m37.3635.50261.280.00三房屋建筑工程一)拉杆房、养管房1.拉杆房m219.89960.0019094.406.252.签证管养房土方开挖m3908.779.638751.46120.003.签证拆除旧拉杆房砖墙m32121.0024.5952155.390.004.签证拆除旧拉杆房砼板m31.7536.326