水利工程陕西省水利水电工程定额,第四章

水利工程陕西省水利水电工程定额,第四章第四章混凝土及沥青混凝土工程说明Ⅰ，混凝土工程谢谢阅读共计107节，57个子目。适用于混凝土坝、厂房、水闸、隧洞、渠谢谢阅读道、竖井及其他各种水工建筑物混凝土工程。二，本章定额的计量单位，除注明者外，均为建筑物及构筑物的感谢阅读成品实体方。三，混凝土现浇、预制、预制构件安装，钢筋、锚筋制作等工程精品文档放心下载的工作内容，除本章各节简要说明外，还包括：凿毛、冲洗、除锈、精品文档放心下载感谢阅读内运输和其他全部辅助工作。四，定额中的模板1，定额中除注明全部使用木模板或其他模板外，其余均采用组精品文档放心下载精品文档放心下载谢谢阅读模板在内，使用定额时，不作调整。2精品文档放心下载的消耗、损耗，并考虑了周转和回收。3，模板材料的预算消耗量，已包括孔洞、键槽、平面、曲面、谢谢阅读承重、悬臂等各种模板在内的综合摊销量。但不包括坝体廊道模板。精品文档放心下载4，隧洞、竖井衬砌混凝土定额中采用钢模台车、钢拉模及钢滑感谢阅读感谢阅读撑、构架、滑轨等，应计入其他临时工程。5，钢模台车动力设备、拉模动力设备及滑模动力设备，系指行谢谢阅读感谢阅读班数，使用定额时，应按设计配置的数量计算。五，混凝土拌制1，定额各节，未列混凝土拌制设备的子目，应按本章混泥土拌精品文档放心下载制定额另行计算。2，材料定额中的“混凝土”一项，系指完成单位产品所需的混感谢阅读感谢阅读感谢阅读精品文档放心下载精品文档放心下载配合比表列示量。3，骨料、水泥运输系统，指运输骨料、水泥进入搅拌楼所必须精品文档放心下载精品文档放心下载精品文档放心下载送机等。六，混凝土1指混凝土自搅拌楼或搅拌机出料口至浇筑现场谢谢阅读精品文档放心下载额计算。2，混凝土现场浇注工作年上运输所需的人工、机械的数量及其谢谢阅读他费用，已按目前的一般施工方法，综合计入本章各节定额。感谢阅读3，混凝土浇筑定额中已包括了调运模板、杂物、其它材料和机感谢阅读具所需的人工、机械的数量及费用，使用定额时，不再另外加计。精品文档放心下载4，混凝土运输定额，均按成品房计算，施工损耗和运输损耗已精品文档放心下载包括在半成品内。精品文档放心下载的开挖断面和衬砌厚度等，均以设计尺寸为准选用定额子目。感谢阅读八，混凝土浇筑定额，不包括温控的加冰、通水等。九，隧洞衬砌定额，适用于坡度6O的斜井按平洞定额的人工、感谢阅读机械乘1.23系数执行。Ⅱ，沥青混凝土工程一，本部分包括沥青混泥土铺筑、涂层和接缝处理、运输等定额谢谢阅读共1251感谢阅读上游面的防渗处理。二，本定额包括沥青混凝土心墙及斜墙的简式断面和复式断面和感谢阅读感谢阅读方计量。三，沥青混凝土定额的名称：1，开级配：指斜墙中的整平胶结层和排水层的沥青混凝土。感谢阅读2，密级配：指斜墙中的防渗层沥青混凝土和岸边接头沥青砂浆。谢谢阅读3，垫层：指敷设在填筑体表面与沥青混凝土之间的过渡层。感谢阅读4感谢阅读青胶涂层。5精品文档放心下载精品文档放心下载沥青、热沥青胶及再生胶粉沥青胶等。6，岸边接头：指沥青混凝土斜墙与两岸岸边接头有的部位。谢谢阅读四，沥青混凝土拌合方与成品方的换算系数如下表所列级配开级配密级配换算系数1.31.4即：开级配1.3拌合方完成1.0成品方。五，沥青混凝土斜墙垫层中的干砌块石与浆砌石垫层参照砌石工谢谢阅读程的相应定额。30m以内的场内运输，精品文档放心下载场外运输应计入材料单价中。感谢阅读沥青现场搬运、加热及脱水所需人工已包括在人工配料定额内。谢谢阅读八，各种涂层的材料配合比，材料损耗率，凡定额中未列入的均感谢阅读感谢阅读分含量相应增加配料重量。九，其他费用包括：桶、笤帚等小型施工工具及材料费。十，沥青混凝土铺筑定额中，未列拌合设备的子目按人工配料、谢谢阅读拌合已列入定额中。四—1重力坝适应范围：重力坝、拱形重力坝。工作内容：模板制作及安装、拆除、拌制、浇筑、养护及清理场地。单位：100m3谢谢阅读项目单位仓面面积（㎡）＜200200—400＞400技工工日16.714.312.9普工工日31.126.523.9合计工日47.840.836.8板方材m30.210.210.19

组合刚模板kg16.3810.627.83型钢kg39.0622.5918.81卡扣件kg52.4733.9325.2铁件kg76.1049.2036.5电焊条kg1.400.900.70铁钉kg3.502.201.70铅丝kg0.200.100.10混凝土m3103.00103.00103.00谢谢阅读水m390.0090.0090.00载重汽车5T台班0.210.180.17感谢阅读载重起车10T台班0.020.010.01感谢阅读汽车汽车5T台班0.010.010.01感谢阅读门坐式起重机10/30t高架台班0.330.230.19感谢阅读电焊机直流30KVA台班0.400.260.20感谢阅读振捣器变频405KW台班2.331.931.54谢谢阅读离心水泵单机双吸20KW台班0.730.730.73谢谢阅读风水（砂）抢台班1.471.471.47感谢阅读搅拌楼4×105m3骨料系统台班组班0.290.290.240.240.220.22水泥系统组班0.290.240.22其他费用％0.70.70.7定额编号040001040002040003精品文档放心下载四—2拱坝适应范围：拱坝及双曲拱坝单100m3谢谢阅读重力拱坝双曲拱坝项目单位仓面面积（㎡）＜200＞200＜100＞100技工工日16.214.221.017.6感谢阅读普工工日30.226.439.332.6谢谢阅读合计工日46.440.660.450.2感谢阅读板方材m30.240.230.600.55谢谢阅读组合刚模板kg16.7411.7933.8427.00精品文档放心下载型钢kg40.0528.1780.7364.53谢谢阅读卡扣件kg53.7337.89108.4586.67谢谢阅读铁件kg78.0055.00157.40125.80感谢阅读电焊条kg1.501.003.002.40感谢阅读铁钉kg2.401.704.303.40铅丝kg0.200.200.400.30混泥土m3103.00103.00103.00103.00精品文档放心下载水m390.0090.0090.0090.00感谢阅读载重汽车5T台班0.200.180.250.23精品文档放心下载载重起车10T台班0.020.010.040.03精品文档放心下载汽车起重机5T台班0.010.010.030.02谢谢阅读门座式起重机10/30T高架台班0.330.240.560.46感谢阅读电焊机直流30KVA台班0.410.300.770.61谢谢阅读振捣器变频4.5KW台班2.592.172.402.00精品文档放心下载离心水泵单机双吸20KW台班0.730.730.680.68感谢阅读风水（砂）抢台班1.471.471.351.35精品文档放心下载搅拌楼4×1.5m3台班0.290.240.290.24感谢阅读骨料系统台班0.290.240.290.24精品文档放心下载水泥系统台班0.290.240.290.24精品文档放心下载其他费用﹪0.70.71.01.0定额编号040004040005040006040007谢谢阅读四—3发电厂房适应范围：河床式、坝后式、坝内式和引水式厂房单100m3谢谢阅读项目单位厂房机组段下部机组段宽（m）河床式厂房进出口段上下上部部部＜30＞30工33.391.6技工普工合计日工日工日37.8142.3180.1125.4158.7344.7436.318.569.888.3396.3137.4147.0板方材m34.153.807.611.123.25谢谢阅读组合刚模板kg34.5231.96191.6923.8070.84谢谢阅读型钢kg82.5076.36249.3056.86165.92感谢阅读卡扣件kg110.73102.53325.5576.34222.62精品文档放心下载铁件kg635.06588.021053.56198.00640.57感谢阅读电焊条kg2.702.538.021.885.49谢谢阅读铁钉kg24.6022.7853.733.959.63谢谢阅读铅丝kg6.005.588.691.495.03精品文档放心下载混泥土m3103.00103.00103.00103.00103.00感谢阅读水m3100.00100.00100.00100.00100.00谢谢阅读载重汽车5T台班0.630.631.620.270.72精品文档放心下载塔式起重机5T台班0.990.992.350.541.35谢谢阅读电焊机直流30KVA台班0.720.7214.350.541.81精品文档放心下载振捣器插入式2.2KW台班5.325.3210.655.326.59感谢阅读离心水泵单机双吸20KW台班0.990.990.990.99感谢阅读风水（砂）抢台班1.991.991.991.991.99精品文档放心下载搅拌机0.4m3台班3.883.883.883.883.88感谢阅读架子车台班16.1516.1516.1516.1516.15感谢阅读其他费用﹪1.21.22.01.01.8精品文档放心下载定额编号040008040009040010040011040012谢谢阅读注：1.厂房段上部：发电机层楼板以上的砼构筑物和安装间及副厂房的梁、板、桩；下部发电机层楼板以谢谢阅读下的砼构筑物。2.精品文档放心下载尾水管顶板底面以下砼构筑物。四—4厂房衬砌适应范围：地下厂房拱顶及墙工作内容：模版制作及安装、拌制、浇筑、养护、模板拆除及清理场地等单位：100m3精品文档放心下载项目单位长放宽度（m）＜1515—2020—2525—30＞30技工工日16.815.213.212.511.7谢谢阅读普工工日63.057.349.746.944.0精品文档放心下载合计工日79.872.562.959.455.7谢谢阅读板方材m32.762.472.011.861.69感谢阅读铁件kg109.2097.7078.9073.6066.90谢谢阅读铁钉kg33.3029.8224.0522.4520.44精品文档放心下载混泥土m3103.00103.00103.00103.00103.00精品文档放心下载水m3100.00100.00100.00100.00100.00感谢阅读载重汽车5T台班0.090.080.060.060.07谢谢阅读起车起重机5T台班0.020.020.020.020.02谢谢阅读振捣器插入式2.2KW台班5.425.425.425.425.42精品文档放心下载风水（砂）抢台班3.572.982.552.241.99谢谢阅读搅拌机0.4m3台班3.883.883.883.883.88感谢阅读砼输送泵30m3/h台班1.811.811.811.811.81感谢阅读通风机10—20KW台班1.811.811.811.811.81感谢阅读离心水泵单吸1.1—7kw台班3.572.982.552.241.99精品文档放心下载其他费用﹪1.01.01.01.01.0谢谢阅读定额编号040013040014040015040016040017精品文档放心下载四—5抽水站工作内容：模版制作及安装、拆除、修理、运输；混泥土骨料运输、拌制、浇筑、抹面、清理、凿毛、感谢阅读养护及清理场地等单位：100m3项目单位下部中部上部技工工日41.877.2108.3普工工日190.2351.9493.3合计工日232.0429.1601.6板方材m30.146.174.86组合刚模板kg13.1060.00322.10感谢阅读型钢kg13.2060.80326.40铁件kg67.10578.401547.00精品文档放心下载电焊条kg1.205.8030.70铁钉kg0.8061.8058.70混泥土m3103.00103.00103.00精品文档放心下载水m3100.00100.00100.00搅拌机0.4m3台班3.883.883.88感谢阅读振捣器插入式2.2KW台班4.428.7513.63谢谢阅读架子车台班16.1516.1516.15电焊机直流30KVA台班0.180.904.87谢谢阅读载重汽车5T台班0.090.181.17汽车起重机5T台班0.090.27塔式起重机5T台班0.181.712.80谢谢阅读卷扬机5T台班1.444.06其他费用﹪2.11.52.4定额编号040018040019040020感谢阅读谢谢阅读面以下，上部为电机层以上至主厂房地面0.00层。四—6碾压式混泥土适应范围：碾压式混泥土坝及其他碾压式混泥土单100m3精品文档放心下载项目单位数量技工工日9.6普工工日17.9合计工日27.5板方材m30.15组合刚模板kg15.00铁件kg34.00混泥土及砂浆m3104.00

搅拌搂2×1m3台班0.54谢谢阅读骨料及水泥输送系统台班0.54平仓机台班0.54振动碾ＢＷ—２００Ｅ台班0.54手扶振动碾ＢＷ—７５Ｓ台班0.54其他费用﹪2.4定额编号040021四—７混泥土面板适应范围：堆石坝混泥土面板、溢流面。施工场地清理等单100m3精品文档放心下载项目单位面板厚度３０—５０ｃｍ人工翻模机械拉模技工工日35.735.2普工工日663.465.4合计工日102.1100.6板方材m30.900.30拉模kg350.00拉模轨道kg131.60组合刚模板kg249.60铁件kg250.00326.00电焊条kg2.8015.10砂浆kg1.00混泥土m3103.00103.00水m3190.00190.00搅拌机０.４m3台班3.793.25载重汽车５Ｔ台班0.180.45汽车起重机１０Ｔ台班0.27电焊机直流３０KVA台班1.712.26振捣器插入式２.２ＫＷ台班7.406.50拉模动力设备台班1.62架子车台班15.2512.91其他费用﹪0.60.6定额编号040022040023注：拉模斜面长度按６０ｍ计，超过６０ｍ时，人工机械定额乘０.８５系数谢谢阅读四—8钢模台车衬砌隧洞适应范围：底拱拉模、边、顶拱钢模台车、机械浇筑隧洞直段。感谢阅读工作内容：模版制作、安装、拆除、拉模及台车安装、拆迁、拌制、浇筑、养护、凿毛施工场地清理等。谢谢阅读100m3开挖断面（㎡）项目单位10—3030—5050—100衬砌厚度（cm）30—5050—7030—5050—7050—7070—90感谢阅读技工工日35.433.034.231.731.229.9谢谢阅读普工工日106.299.1102.695.293.589.8感谢阅读合计工日141.6132.1136.8126.9124.7119.7感谢阅读板方材m30.600.600.500.500.400.40精品文档放心下载组合刚模板kg935.00590.00963.00615.00636.00462.00谢谢阅读拉模kg181.00114.00186.00119.00123.0089.50谢谢阅读铁件kg66.0067.6054.9055.4049.4049.90感谢阅读铁钉kg5.605.704.604.704.204.20精品文档放心下载混泥土m3103.00103.00103.00103.00103.00103.00谢谢阅读水m345.0045.0045.0045.0045.0045.00精品文档放心下载搅拌机0.8m3台班2.532.262.532.262.261.99谢谢阅读振捣器插入式2.2kw台班7.676.597.406.596.595.78精品文档放心下载风水（砂）抢台班1.351.171.351.171.260.99精品文档放心下载离心水泵1.1—7kw台班2.622.262.622.262.261.99谢谢阅读砼输送泵30m3/h台班1.901.711.901.711.711.53精品文档放心下载台车动力设备台班5.053.343.342.442.712.17感谢阅读拉模动力设备台班2.532.262.532.172.261.99谢谢阅读斗车0.6m3台班11.2811.2811.2811.2811.2811.28精品文档放心下载架子车台班4.874.874.874.874.874.87精品文档放心下载载重汽车５Ｔ台班0.090.090.090.090.090.09精品文档放心下载汽车起重机5Ｔ台班0.090.090.090.090.090.09感谢阅读其他费用﹪0.20.20.20.20.20.2感谢阅读定额编号040024040025040026040027040028040029谢谢阅读注：异形段衬砌，按综合模板或木模板定额计算。四—9隧洞顶拱衬砌（刚模板木支撑）适应范围：直墙圆拱形隧洞。单位：100m3谢谢阅读开挖断面（㎡）项目单位≤55——1010——2020——4040——80衬砌厚度（cm）10—2010—2020—3020—3030—5020—3030—5050—7020—3030—5050—70精品文档放心下载技工工日130.4116.389.085.269.878.365.456.674.862.453.2精品文档放心下载普工工日391.1348.8266.9255.4209.2234.8196.0170.0224.3187.1159.6感谢阅读合计工日521.5465.1355.9340.6279.0313.1261.4226.6299.1249.5212.8板方材m34.494.573.143.192.393.232.431.983.262.462.01

圆木kg2.362.141.451.490.951.520.980.681.541.000.70感谢阅读组合刚模板kg348.20356.69205.80211.68127.35215.99131.6084.22219.55134.4387.45谢谢阅读卡扣件kg137.19140.5381.0883.4050.1885.1051.8533.1886.5052.9634.45精品文档放心下载铁件kg271.25277.46167.09171.40109.71174.54112.8278.16177.15114.8980.52谢谢阅读铁钉kg4.244.244.244.244.244.244.244.244.244.244.24精品文档放心下载混泥土kg103.00103.00103.00103.00103.00103.00103.00103.00103.00103.00103.00谢谢阅读水m345.0045.0045.0045.0045.0045.0045.0045.0045.0045.0045.00精品文档放心下载振捣器插入式台班10.4510.4510.4510.458.4610.458.468.4610.458.468.46精品文档放心下载2.2kw风水（砂）抢台班12.0712.077.227.224.517.224.513.047.224.513.04精品文档放心下载搅拌机0.4m3台班5.625.625.625.625.325.625.324.475.625.324.47谢谢阅读架子车台班23.3423.3423.3423.3421.9523.3421.9518.6223.3421.9518.62感谢阅读载重汽车５Ｔ台班0.670.670.670.670.270.430.280.190.440.290.20谢谢阅读其他费用﹪0.40.40.40.40.40.40.40.40.40.40.4感谢阅读定额编号040030040031040032040033040034040035040036040037040038040039040040精品文档放心下载注：本节定额按人工入仓拟定，如用混凝土泵入仓按下表调整人工和机械数量感谢阅读项目单位衬砌厚度（cm）20—3030—5050—70减少人工工日94.392.390.4增加混凝土输送泵台班2.422.11.83感谢阅读四—10隧洞顶拱衬砌（刚模板钢支撑）适应范围：直墙圆拱形隧洞。单位：100m3感谢阅读开挖断面（㎡）项目单位≤55——1010——2020——4040——80衬砌厚度（cm）10—2010—2020—3020—3030—5020—3030—5050—7020—3030—5050—70精品文档放心下载工技工普工合计日工日工日105.8317.2423.0104.4313.1417.581.8245.3327.181.5244.3325.868.1204.4272.579.5238.3317.866.2198.4264.657.1171.2228.377.4232.1309.564.0192.0256.054.6163.7218.3板方材m30.970.970.970.970.970.970.970.970.970.970.97谢谢阅读组合刚模板kg348.20356.69205.80211.68127.35215.99131.6084.22219.55134.4387.45感谢阅读型钢kg159.47163.1398.24100.7764.50102.6166.3345.95104.1567.5447.35感谢阅读卡扣件kg137.19140.5381.0883.4050.1885.1051.8533.1886.5052.9634.45谢谢阅读铁件kg1389.681421.49856.03878.09562.07894.21577.64400.45907.57588.58412.53感谢阅读铁钉kg4.244.244.244.244.274.244.244.244.244.244.24感谢阅读混泥土m3103.00103.00103.00103.00103.00103.00103.00103.00103.00103.00103.00感谢阅读水m345.0045.0045.0045.0045.0045.0045.0045.0045.0045.0045.00精品文档放心下载振捣器插入式台班10.4510.4510.4510.458.4610.458.468.4610.458.468.46谢谢阅读2.2kw风水（砂）抢台班12.0712.077.227.224.517.224.513.047.224.513.04谢谢阅读搅拌机0.4m3台班5.625.625.625.625.325.625.324.475.625.324.47谢谢阅读架子车台班23.3423.3423.3423.3421.9523.3421.9518.6223.3421.9518.62感谢阅读载重汽车５Ｔ台班0.310.320.190.190.120.200.120.090.210.130.10谢谢阅读其他费用﹪0.40.40.40.40.40.40.40.40.40.40.4精品文档放心下载定额编号0400410400420400430400440400450400460400470400480400490400500.40051精品文档放心下载注：本节定额按人工入仓拟定，如用混凝土泵入仓按下表调整人工和机械数量精品文档放心下载项目单位衬砌厚度（cm）20—3030—5050—70减少人工工日94.392.390.4增加混凝土输送泵台班2.422.11.83感谢阅读四—11隧洞边墙衬砌（刚模板木支撑）适应范围：直墙圆拱形隧洞。单位：100m3感谢阅读开挖断面（㎡）项目单位≤55——1010——2020——4040——80衬砌厚度（cm）10—2010—2020—3020—3030—5020—3030—5050—7020—3030—5050—70谢谢阅读技工工日78.375.259.357.547.955.646.139.353.844.637.6感谢阅读普工工日235.0225.5177.9172.3143.5166.6138.3117.8161.5133.7112.6谢谢阅读合计工日313.3300.7237.2229.8191.4222.2184.4157.1215.3178.3150.2感谢阅读板方材m33.903.612.332.161.442.051.350.971.971.300.92精品文档放心下载组合刚模板kg334.17334.17200.40200.40125.25200.40125.2583.67200.40125.2583.67谢谢阅读卡扣件kg143.41143.4186.0086.0053.7586.0053.7535.9186.0053.7535.91谢谢阅读铁件铁钉混泥土水kgkgm3m3126.392.47103.0045.00121.941.79103.0045.0075.571.44103.0045.0073.101.07103.0045.0047.030.87103.0045.0071.450.82103.0045.0045.170.67103.0045.0031.520.60103.0045.0070.130.62103.0045.0044.880.55103.0045.0030.690.47103.0045.00振捣器插入式台班10.4510.4510.4510.458.4610.458.468.4610.458.468.46谢谢阅读2.2kw风水（砂）抢台班12.0712.077.227.224.517.224.513.047.224.513.04感谢阅读搅拌机0.4m3台班5.625.625.625.625.325.625.324.475.625.324.47谢谢阅读架子车台班23.3423.3423.3423.3421.9523.3421.9518.6223.3421.9518.62精品文档放心下载载重汽车５Ｔ台班0.470.450.280.270.170.270.180.110.260.160.11谢谢阅读其他费用﹪0.40.40.40.40.40.40.40.40.40.40.4精品文档放心下载定额编号0400520400530400540400550400560400570400580400590400600400610.40062谢谢阅读注：本节定额按人工入仓拟定，如用混凝土泵入仓按下表调整人工和机械数量精品文档放心下载项目单位衬砌厚度（cm）20—3030—5050—70减少人工工日37.334.3增加混凝土输送泵台班2.421.83四—12隧洞边墙衬砌（刚模板钢支撑）适应范围：直墙圆拱形隧洞。单位：100m3精品文档放心下载开挖断面（㎡）项目单位≤55——1010——2020——4040——80衬砌厚度（cm）10—2010—2020—3020—3030—5020—3030—5050—7020—3030—5050—70感谢阅读技工工日77.074.158.556.947.455.145.739.053.644.337.3谢谢阅读普工工日230.8222.4175.4170.6142.0165.3137.2116.8160.6132.8111.8感谢阅读合计工日307.8296.5233.9227.5189.4220.4182.9155.8214.2177.1149.1谢谢阅读板方材m30.660.480.390.290.230.220.180.160.170.150.13谢谢阅读组合刚模板kg334.17334.17200.40200.40125.25200.40125.2583.67200.40125.2583.67谢谢阅读型钢kg225.97218.01135.11130.6984.08127.7481.7256.35125.3880.2454.87感谢阅读卡扣件kg175.66174.52105.28104.6565.75104.2365.4143.95103.8965.2043.73感谢阅读铁钉kg2.471.791.441.070.870.820.670.600.620.550.47精品文档放心下载混泥土m3103.00103.00103.00103.00103.00103.00103.00103.00103.00103.00103.00谢谢阅读水m345.0045.0045.0045.0045.0045.0045.0045.0045.0045.0045.00谢谢阅读振捣器插入式2.2kw风水（砂）抢搅拌机0.4m3架子车载重汽车５Ｔ台班台班台班台班台班10.4512.075.6223.340.3210.4512.075.6223.340.3010.457.225.6223.340.1910.457.225.6223.340.198.644.515.3221.950.1210.457.225.6223.340.0.188.464.515.3221.950.118.463.044.4718.620.0810.457.225.6223.340.188.464.515.3221.950.118.463.044.4718.620.08其他费用﹪0.50.50.50.50.50.50.50.50.50.50.5感谢阅读定额编号0400630400640400650400660400670400680400690400700400710400720.40073谢谢阅读注：同四——11节。四—13隧洞底板衬砌适应范围：直墙圆拱形隧洞。单位：100m3精品文档放心下载项目单位反拱滑膜钢模平底板技工工日24.547.226.7普工工日73.5141.480.0合计工日98.0188.6106.7圆木m30.930.07组合刚模板钢滑膜kgkg92.74168.29卡扣件kg72.22铁件kg203.051.95铁钉kg0.260.26混泥土水m3m3103.0045.00103.0045.00103.0045.00振捣器插入式2.2kw台班10.4510.458.46感谢阅读风水（砂）抢台班14.9614.9614.96谢谢阅读搅拌机0.4m3台班5.325.325.32精品文档放心下载架子车台班21.9521.9521.95载重汽车５Ｔ台班0.080.110.01滑膜动力设备台班0.12其他费用﹪0.50.40.4定额编号040074040075040076谢谢阅读四—14隧洞封堵砼适应范围：封堵混凝土。单位：100m3感谢阅读项目单位数量技工工日32.1普工工日96.3合计工日128.4板方材m30.05组合刚模板kg50.70型钢kg25.46卡扣件kg24.54铁件kg255.24电焊条kg0.88铁钉kg0.17混泥土m3103.00水m345.00振捣器插入式2.2kw台班10.74风水（砂）抢台班0.90搅拌机0.4m3台班4.60架子车台班19.13载重汽车５Ｔ台班0.09电焊机直流30KVA台班0.27其他费用﹪0.1定额编号040077四—15滑膜衬砌竖井适应范围：竖井、调压井。单位：100m3感谢阅读开挖断面（㎡）＜2020—5050—100项目单位衬砌厚度（cm）30—5050—7030—5050—7070—9050—7070—90精品文档放心下载技工工日40.236.740.236.934.136.735.2感谢阅读普工工日120.5109.9120.5110.5102.1109.9105.7精品文档放心下载合计工日160.7146.6160.7147.4136.2146.6140.9谢谢阅读板方材m30.300.180.310.200.130.200.15感谢阅读铁件kg34.8021.1037.0023.8015.8023.8018.50谢谢阅读铁钉kg2.931.783.112.001.332.001.55谢谢阅读滑膜kg325.00197.00348.00224.00160.00232.00170.00精品文档放心下载混泥土m3103.00103.00103.00103.00103.00103.00103.00感谢阅读水m345.0045.0045.0045.0045.0045.0045.00感谢阅读搅拌机0.8m3台班2.532.262.532.261.872.261.99谢谢阅读振捣器插入式2.2kw台班7.676.597.676.595.616.595.78谢谢阅读离心水泵1.1—7KW台班2.532.262.532.261.872.261.99谢谢阅读风水（砂）抢台班1.261.081.261.080.941.080.99谢谢阅读滑膜动力设备卷扬机5T斗车0.6m3架子车载重汽车５Ｔ汽车起重机5T台班台班台班台班台班台班25.0925.094.8711.280.090.0917.8717.334.8711.280.090.0912.8212.824.8711.280.090.098.848.844.8711.280.090.096.646.644.6910.930.090.095.515.514.8711.280.090.094.154.154.8711.280.090.09其他费用﹪0.10.10.10.10.20.10.1精品文档放心下载定额编号040078040079040080040081040082040083040084精品文档放心下载注：1，滑膜用量和滑膜动力设备定额按竖井不同深度乘以下系数：感谢阅读＜50m1.4；50—60m1.17；60—70m1.00；70—80m0.88；80—90m0.78；谢谢阅读90—100m0.7；2，竖井、调压井，地面以上部分滑膜定额乘以2.0系数。精品文档放心下载四—16综合模板衬砌竖井适应范围：竖井、调压井。单100m3感谢阅读开挖断面（㎡）＜2020—5050—100项目单位衬砌厚度（cm）30—5050—7030—5050—7050—7070—90感谢阅读技工工日82.766.085.168.469.461.1谢谢阅读普工工日248.2198.0255.1205.3208.1183.4感谢阅读合计工日330.9264.0340.2273.7277.5244.5感谢阅读板方材m32.41.92.51.92.01.5精品文档放心下载组合刚模板kg261.38202.72192.78205.94209.09164.22精品文档放心下载型钢kg287.3227.8288.8226.3229.8180.5感谢阅读卡扣件kg112.0286.8882.6288.2689.6170.38感谢阅读铁件kg100.9124.7161.7126.7128.7101.1精品文档放心下载铁钉kg25.220.5027.321.029.215.1感谢阅读混泥土m3103.0103.0103.0103.0103.0103.0谢谢阅读水m345.045.045.045.045.045.0谢谢阅读搅拌机0.8m3台班2.532.262.532.262.261.99谢谢阅读振捣器插入式2.2kw台班7.586.597.586.596.595.78感谢阅读离心水泵1.1—7KW台班2.532.262.532.262.261.99感谢阅读风水（砂）抢台班1.261.081.261.081.080.99感谢阅读斗车0.6m3台班4.874.874.874.874.874.87感谢阅读架子车台班33.8433.8433.8433.8433.8433.84感谢阅读其他费用﹪0.20.20.20.20.20.2谢谢阅读定额编号040085040086040087040088040089040090精品文档放心下载四—17矩形、箱形渡槽槽身适应范围：整体浇筑矩形、箱形。工作内容：模版制作、安装拆除、整修、拌制、浇筑养护、及施工场地清理等。单位：100m3感谢阅读矩形项目单位平均厚度（cm）箱形≤2020—30＞30技工工日463.4353.5275.2397.6精品文档放心下载普工工日108.782.964.593.3精品文档放心下载合计工日572.1436.4339.7490.9谢谢阅读板方材m30.870.620.450.82谢谢阅读组合刚模板kg419.8305.72219.02366.94精品文档放心下载型钢kg318.32231.82166.08258.87精品文档放心下载卡扣件kg304.8221.97159.02269.22精品文档放心下载铁件kg533.23388.33278.21322.35谢谢阅读电焊条kg1.791.30.911.09铁钉kg2.461.791.282.12混泥土m3103.00103.00103.00103.00精品文档放心下载水m3100.0100.0100.0100.0精品文档放心下载振捣器插入式2.2kw台班10.7410.7410.7410.74感谢阅读风水（砂）抢台班0.450.450.450.45精品文档放心下载搅拌机0.4m3台班5.514.604.65.51精品文档放心下载架子车台班22.5619.1319.1322.56感谢阅读载重汽车５Ｔ台班0.450.360.270.27谢谢阅读电焊机交流20——25KVA台班0.540.360.270.27谢谢阅读卷扬机5T台班4.783.522.534.60谢谢阅读其他费用﹪3.43.53.53.4定额编号040091040092040093040094感谢阅读注：未包括脚手架四—18U型渡槽槽身适应范围：整体浇筑U形。工作内容：模版制作、安装拆除、整修、拌制、浇筑养护、及施工场地清理等。单位：100m3感谢阅读项目单位平均厚度（cm）10—1515—20＞20技工工日697.5568.7423.9普工工日298.9243.7181.6合计工日996.4812.4605.5板方材m31.210.990.71组合刚模板kg460.23374.53266.09感谢阅读型钢kg935.90761.99541.57感谢阅读卡扣件kg230.55187.65133.30谢谢阅读铁件kg696.77567.29403.19精品文档放心下载电焊条kg1.231.010.70铁钉kg5.774.713.35混泥土m3103.00103.00103.00感谢阅读水m3100.00100.00100.00振捣器插入式2.2kw台班10.7410.7410.74谢谢阅读风水（砂）抢台班0.450.450.45搅拌机0.4m3台班5.515.514.60精品文档放心下载架子车台班22.5622.5619.13载重汽车５Ｔ台班0.900.720.54电焊机直流20-25KVA台班0.360.270.18感谢阅读卷扬机5T台班8.667.045.05其他费用﹪4.04.04.4定额编号040095040096040097谢谢阅读注：未包括脚手架四—19拱适应范围：渡槽、桥梁。工作内容：模版制作、安装拆除、整修、拌制、浇筑养护、及施工场地清理等。单位：100m3精品文档放心下载项目单位肋拱（含横系梁）板拱技工工日226.2195.7普工工日132.9114.9合计工日359.1310.6板方材m30.220.17组合刚模板kg275.00262.50型钢kg178.06128.89卡扣件kg181.90125.95铁件kg89.5059.36铅丝kg6.78铁钉kg0.980.78混泥土m3103.00103.00水m3100.00100.00振捣器插入式2.2kw台班10.7410.74精品文档放心下载风水（砂）抢台班0.450.45搅拌机0.4m3台班4.604.60架子车台班19.1319.13载重汽车５Ｔ台班0.270.18卷扬机5T台班0.450.36其他费用﹪5.85.8定额编号040098040099注：本节定额按满堂支架直接支撑模板情况拟定，满堂支架未包括在定额内。谢谢阅读四—20填腹混凝土适应范围：箱形拱渡槽、桥梁。工作内容：混凝土拌制、浇筑养护。单位：100m3项目单位箱形拱填腹一般填腹技工工日37.531.9普工工日56.347.8合计工日93.879.7混泥土m3103.00103.00水m320.0020.00振捣器插入式2.2kw台班3.883.88谢谢阅读风水（砂）抢台班1.991.99搅拌机0.4m3台班3.883.88架子车台班16.2516.25其他费用﹪0.30.3定额编号040100040101四—21排架适应范围：渡槽、桥梁。工作内容：模版制作、安装拆除、整修、拌制、浇筑养护、及施工场地清理等。单位：100m3谢谢阅读单排架“A”型排架单根立柱横断面积（㎡）

项目单位精品文档放心下载≤0.20.2—0.350.35—0.5＞0.50.2—0.250.25—0.3技工工日300.1246.9246.9215.7280.8221.3谢谢阅读普工工日235.8194.0194.0169.5220.7173.9感谢阅读合计工日535.9440.9440.9385.2501.5395.2精品文档放心下载板方材m30.720.560.400.390.600.46谢谢阅读组合刚模板kg435.16356.83279.23246.53383.32277.03精品文档放心下载型钢kg192.31144.9088.5687.69167.0999.52精品文档放心下载卡扣件kg302.05274.00186.50116.95262.80166.79谢谢阅读铁件kg35.2720.0130.8832.27精品文档放心下载铁钉kg2.742.091.541.522.261.76谢谢阅读混泥土m3103.00103.00103.00103.00103.00103.00精品文档放心下载水m3100.00100.00100.00100.00100.00100.00谢谢阅读振捣器插入式2.2kw台班10.7410.7410.7410.7410.7410.74谢谢阅读风水（砂）抢搅拌机0.4m3架子车载重汽车５Ｔ卷扬机5T台班台班台班台班台班0.454.6022.560.363.970.454.6019.130.363.340.454.6019.130.182.350.454.6019.130.182.080.454.6019.130.363.430.454.6019.130.182.35其他费用﹪5.65.65.65.65.65.45.6感谢阅读定额编号040102040103040100040101040106040107谢谢阅读注：排架高度大于25米时，人工乘1.07系数。排架高度小于10米时，人工乘0.93系数。谢谢阅读四—22渡槽墩适应范围：渡槽。工作内容：模版制作、安装拆除、整修、拌制、浇筑养护、及施工场地清理等。单位：100m3感谢阅读项目单位重力墩圬工墩混凝土帽空心墩精品文档放心下载技工工日12.918.147.7普工工日86.6121.2319.3合计工日99.5139.3367.0圆木m30.070.02组合刚模板kg29.2276.36型钢kg12.3854.71卡扣件kg12.9443.70铁件kg151.25287.67电焊条kg3.186.06铁钉钢滑膜混泥土水kgkgm3m30.43103.00100.000.09103.00100.00139.00103.00100.00振捣器插入式2.2kw台班3.803.8010.45精品文档放心下载风水（砂）抢台班2.382.381.24搅拌机0.4m3台班3.803.804.47感谢阅读架子车台班15.7715.7718.62载重汽车５Ｔ台班0.030.080.10电焊机交流20—25KVA台班0.861064精品文档放心下载滑膜动力设备组班8.55卷扬机5T台班0.240.69其他费用﹪1.61.51.2定额编号040108040109040110谢谢阅读四—23排架基础适应范围：渡槽、桥梁。工作内容：模版制作、安装拆除、整修、拌制、浇筑养护、及施工场地清理等。单位：100m3精品文档放心下载项目单位柔性地基刚性地基技工工日48.639.3普工工日98.779.7合计工日147.3119.0圆木m30.720.05组合刚模板kg60.2581.75型钢kg41.4049.65卡扣件kg31.8364.01铁件kg35.270.90电焊条kg6.34铁钉kg2.900.15混泥土m3103.00103.00水m3100.00100.00振捣器插入式2.2kw台班3.803.80谢谢阅读风水（砂）抢台班6.655.70搅拌机0.4m3台班3.803.80架子车台班15.7715.77载重汽车５Ｔ台班0.090.08电焊机交流20—25KVA台班1.72其他费用﹪1.41.5定额编号040111040112四—24水闸底板适应范围：水闸、泄洪闸、排沙闸底板。工作内容：模版制作、安装拆除、拌制、浇筑养护、及施工场地清理等。单位：100m3谢谢阅读浇筑仓面（㎡）项目单位＜100200300技工工日26.223.721.3普工工日161.1145.7130.9合计工日187.3169.4152.2板方材m30.400.400.40组合刚模板kg63.5652.0842.70感谢阅读型钢kg51.5042.2034.60卡扣件kg27.2422.3218.30铁件kg82.1067.3055.20电焊条kg1.801.501.20铁钉kg5.204.303.50混泥土m3103.00103.00103.00精品文档放心下载水m3100.00100.00100.00载重汽车５Ｔ台班0.360.360.36电焊机直流16—30KVA台班0.540.540.54感谢阅读变频振捣器4.5kw台班5.875.875.87精品文档放心下载水泵单吸17KW台班1.621.621.62谢谢阅读风水（砂）抢台班3.163.163.16搅拌机0.4m3台班3.883.883.88精品文档放心下载架子车台班16.1516.1516.15其他费用﹪0.70.70.7定额编号040113040114040115精品文档放心下载四—25水闸闸墩适应范围：水闸闸墩、溢洪道闸墩。工作内容：模版制作、安装拆除、拌制、浇筑养护、及施工场地清理等。单位：100m3感谢阅读整墩半墩项目单位墩厚（m）＜11—22—33—4＜11—22—3技工工日31.528.625.622.727.425.924.3谢谢阅读普工工日210.9191.2171.7152.0183.2173.0162.9精品文档放心下载合计工日242.4219.8197.3174.7210.6198.9187.2精品文档放心下载0.900.800.700.70219.1179.6147.2125.8板方材组合刚模板型钢卡扣件铁件电焊条铁钉混泥土水m3kgkgkgkgkgkgm3m30235.0093.90375.806.0010.10103.00100.002192.6076.98314.004.908.30103.00100.001157.9063.09252.504.006.80103.00100.000.60112.3591.1048.15192.603.005.40103.00100.000.90181.86147.6077.94312.004.908.40103.00100.000.80149.10121.0063.90255.704.006.90103.00100.006102.1053.94215.903.405.90103.00100.00载重汽车５Ｔ台班0.630.540.450.360.540.450.45感谢阅读电焊机直流30KVA台班1.711.441.080.181.261.080.90感谢阅读振捣器插入式2.2kw台班8.668.668.668.668.668.668.66精品文档放心下载离心水泵单吸17KW台班1.261.261.261.261.261.261.26感谢阅读搅拌机0.4m3台班3.883.883.883.883.883.883.88精品文档放心下载风水（砂）抢台班2.622.622.622.622.622.622.62谢谢阅读架子车台班16.1516.1516.1516.1516.1516.1516.15精品文档放心下载其他费用﹪1.71.81.81.61.91.91.7谢谢阅读定额编号040116040117040118040119040120040121040122四—26垫层、铺盖适应范围：各种水工建筑物垫层、铺盖。工作内容：模版制作、安装拆除、拌制、浇筑养护、及施工场地清理等。单位：100m3感谢阅读项目单位垫层铺盖技工工日37.85.10普工工日142.2076.70合计工日180.081.80板方材m30.030.03组合刚模板kg0.980.98型钢kg2.342.34卡扣件kg3.143.14铁件kg3.723.72电焊条kg0.800.80铁钉kg0.800.80混泥土m3103.00103.00水m390.0090.00搅拌机0.4m3台班3.883.88电焊机直流30KVA台班0.270.27振捣器插入式2.2kw台班8.668.66精品文档放心下载离心水泵单吸17KW台班1.901.90风水（砂）抢台班3.613.61架子车台班16.1516.15其他费用﹪0.40.4定额编号040123040124四—27截水墙及心墙适应范围：坝体、水闸。工作内容：模版制作、安装拆除、拌制、浇筑养护、及施工场地清理等。单位：100m3感谢阅读截水墙、齿墙心墙墙高（m）项目单位＜55—1010—2020—3030—50技工工日33.629.831.029.528.0精品文档放心下载普工工日164.2145.6151.6144.3137.0感谢阅读合计工日197.8175.4182.6173.8165.0感谢阅读板方材m30.400.300.450.300.20感谢阅读组合刚模板kg28.0723.0310.2620.0910.08感谢阅读型钢kg22.8018.7024.5316.408.20感谢阅读卡扣件kg12.039.8732.968.614.32谢谢阅读铁件kg36.3029.8039.0426.2013.10感谢阅读电焊条kg0.700.600.810.600.30感谢阅读铁钉kg0.700.600.840.600.30感谢阅读混泥土m3103.00103.00103.00103.00103.00精品文档放心下载水m390.0090.0090.0090.0090.00感谢阅读载重汽车５Ｔ电焊机直流30KVA振捣器插入式2.2kw台班台班台班0.180.278.660.180.188.660.180.278.660.180.188.660.180.098.66离心水泵单吸7—17KW风水（砂）抢搅拌机0.4m3架子车台班台班台班台班1.903.613.8816.151.903.613.8816.151.903.613.8816.151.903.613.8816.151.903.613.8816.15其他费用﹪0.60.60.60.60.6感谢阅读定额编号040125040126040127040128040129精品文档放心下载四—28斜墙适应范围：坝体内斜墙。单100m3精品文档放心下载项目单位刚性半刚性技工工日29.4030.90普工工日125.50131.80合计工日154.90162.7板方材m30.100.20组合刚模板kg3.425.87型钢kg8.1814.02卡扣件kg10.9918.83铁件kg13.0122.40电焊条kg0.270.50铁钉kg0.2805.0铅丝kg0.05混泥土m3103.00103.00水m390.0090.00载重汽车５Ｔ台班0.090.09电焊机直流30KVA台班0.090.16振捣器插入式2.2kw台班8.668.66谢谢阅读搅拌机0.4m3台班3.883.88离心水泵单吸7—17KW台班1.901.90感谢阅读风水（砂）抢台班3.613.61架子车台班16.6116.61其他费用﹪0.40.4定额编号040130040131四—29溢流面适应范围：溢流段曲线长度＜50m的溢流面。单100m3精品文档放心下载项目单位溢流面技工工日27.6普工工日87.4合计工日115.0板方材m0.153注：1100m3增加1.4工日。2，溢流面曲线长度50—80m时，滑膜定额乘0.75系数，80—100m滑膜kg302.00时，滑膜定额乘0.69系数。精品文档放心下载组合刚模板kg7.13型钢kg17.03卡扣件kg22.86铁件kg46.37电焊条kg0.56铁钉kg1.51混泥土m3103.00水m3100.00载重汽车５Ｔ台班0.27电焊机直流16—30KVA台班0.18搅拌机0.4m3台班3.88振捣器插入式2.2kw台班8.66油压滑升设备台班0.99风水（砂）抢台班1.90离心水泵单吸7—17KW台班2.26架子车台班16.61其他费用﹪0.6定额编号040132四—30水墙适应范围：坝体、闸前、闸后的导水墙。单100m3精品文档放心下载项目单位数量技工工日37.6普工工日183.7合计工日221.3板方材m30.56组合刚模板kg66.58型钢kg159.08卡扣件kg213.60铁件kg253.26电焊条kg5.30铁钉kg1.70混泥土m3103.00水m3100.00载重汽车５Ｔ台班0.54电焊机直流30KVA台班1.44搅拌机0.4m3台班3.88振捣器插入式2.2kw台班5.69离心水泵单吸20—55KW台班0.72风水（砂）抢台班1.35架子车台班16.15其他费用﹪1.7定额编号040133四—31胸墙适应范围：水闸胸墙。工作内容：模版制作、安装拆除、拌制、浇筑养护及施工场地清理等。单位：100m3谢谢阅读项目单位板梁式板式闸孔净宽＜44—88—1010—12技工工日43.938.233.232.131.9感谢阅读普工工日199.9173.8151.1146.2145.3感谢阅读合计工日243.8212.0184.3178.3177.2感谢阅读板方材m31.601.601.491.291.19谢谢阅读组合刚模板kg233.59203.14176.61160.26154.84感谢阅读型钢kg189.40164.40143.21129.93125.53精品文档放心下载卡扣件kg100.1187.0675.6968.6766.36谢谢阅读铁件kg347.10301.90262.45238.23230.15感谢阅读电焊条kg6.205.404.744.304.16精品文档放心下载铁钉kg13.2013.2011.5210.4610.11感谢阅读混泥土m3103.00103.00103.00103.00103.00感谢阅读水m3100.00100.00100.00100.00100.00精品文档放心下载载重汽车５Ｔ电焊机直流30KVA搅拌机0.4m3振捣器插入式2.2kw台班台班台班台班0.541.803.888.660.541.533.888.660.541.263.888.660.451.173.888.660.451.803.888.66离心水泵单吸7—17KW风水（砂）抢架子车台班台班台班2.262.2616.152.262.2616.152.262.2616.152.262.2616.152.262.2616.15其他费用﹪3.03.03.03.03.0感谢阅读定额编号040134040