顶管工程预算范例

'排水工程费用计算表工程名称：顶管工程第1页共2页序号费用项目名称费用代号基数说明费率(%)计算式费用金额备注一分部分项工程费及定额措施项目费A其中：人工费+其中：材料费+其中：机械费工程量×基价9723177.08其中：人工费A1人工费+定额措施项目人工费人工消耗量×人工单价1955783.82材料费+主材费+设备费+定额措施项目材料费+定额其中：材料费A2材料消耗量×材料单价6117835.95措施项目主材费+定额措施项目设备费其中：机械费A3机械费+定额措施项目机械费机械消耗量×机械台班单价1649557.31二措施项目费用（费率措施费）B费率措施项目合计人工费×费率198903.22一类工程36.56%；二类工程33.34三企业管理费C其中：人工费33.34人工费×费率652058.33%；三类工程30.65%；一类工程27.48%；二类工程19.78四利润D其中：人工费19.78人工费×费率386854.04%；三类工程15.29%；五价差调整E人工费调整+材料价差+机械费调整455474.69人工费调整E1人工费+定额措施项目人工费0人工费×调整系数材料价差E2其中：实物法材料价差+其中：系数法材料价差455474.69其中：实物法材料价差E21材料价差按照实物法调差规定计算363095.37材料费+主材费+设备费+定额措施项目材料费+定额其中：系数法材料价差E221.51定额材料费×调整系数92379.32措施项目主材费+定额措施项目设备费机械费调整E3机械费+定额措施项目机械费0机械费×调整系数其中：社会保险费+其中：住房公积金+其中：工程六规费F排污费其中：社会保险费F1其中：人工费0人工费×费率其中：住房公积金F2其中：人工费0人工费×费率其中：工程排污费F3其中：人工费0人工费×费率分部分项工程费及定额措施项目费+措施项目费用（（一+二+三+四+五+六）×七税金G0费率措施费）+企业管理费+利润+价差调整+规费费率八工程造价H分部分项工程费及定额措施项目费+措施项目费用一+二+三+四+五+六+七11416467.36 排水工程费用计算表工程名称：顶管工程第2页共2页序号费用项目名称费用代号基数说明费率(%)计算式费用金额备注（费率措施费）+企业管理费+利润+价差调整+规费+税金 排水工程费率措施费构成汇总表工程名称：顶管工程第1页共1页其中序号名称单位取费基数费率(%)合价人工费（15%）材料费（78%）机械费（7%）1环境保护费项RGF+JSCS_RGF02文明施工费项RGF+JSCS_RGF03安全施工费项RGF+JSCS_RGF04临时设施费项RGF+JSCS_RGF05夜间施工增加费项RGF+JSCS_RGF2.8455544.268331.6443324.523888.106二次搬运费项RGF+JSCS_RGF07已完工程及设备保护费项RGF+JSCS_RGF0.081564.63234.691220.41109.528冬雨季施工增加费项RGF+JSCS_RGF3.7773733.0511059.9657511.785161.319工程定位复测费项RGF+JSCS_RGF0.713690.492053.5710678.58958.3310施工因素增加费项RGF+JSCS_RGF2.7854370.798155.6242409.223805.9611特殊地区增加费项RGF+JSCS_RGF0措施项目合计198903.2229835.48155144.5113923.23 排水工程人材机价差表工程名称:顶管工程第1页共1页序号材料编号材料名称及规格单位数量定额价(元)市场价(元)价差(元)价差合计(元)备注二材料1016F砂(水泥砂浆用)m334.7150.2411059.762074.322016F@1砂(水泥砂浆用)m314.6850.2411059.76877.4131155001石油沥青10#kg5033.312.2852.7213690.614265F碎石10～20m332.5356.9410043.061400.715265F@1碎石10～20m361.8156.9410043.062661.356295F沥青100＃kg23854.811.3453.6687308.627295F@1沥青100＃kg37408.691.3453.66136915.798BC0095F水泥32.5级kg16162.650.280.340.06969.769BC0095F@1水泥32.5级kg3791.030.280.340.06227.4610BC0310F砂砾m31620.4436.910063.1102249.7211BC290F碎石30～40kg93.2552.5910047.414421.0112C00130F砂(石灰砂浆及其它用)m3359.9945.0711064.9323374.213SZ0090F水泥32.5级t140.83283.6534056.357935.5414SZ1120F砾石40mmm359.5744.5210055.483304.8915SZ1230F碎石20mmm323.3356.9410043.061004.5716SZ1350F生石灰t107.74111.78247.2135.4214590.517SZ3230F中粗砂m3162.1858.5411051.468345.9718SZ3240F机砖千块14.611774502733989.519SZ3240F@1机砖千块9.411774502732569.820SZ5760F钢筋Φ10以外t128.863376.72792.41-584.29-75289.1621SZ8060F板方材m36.041090.9521501059.056396.7422SZ8060F@1板方材m30.091090.9521501059.0593.8423SZ8092F组合钢模板kg4993.6535.82.813982.22价差合计(元):363095.37 排水工程预算表工程名称:顶管工程第1页总8页人工材料机械主材设备序号定额编码项目名称单位工程量基价合价单价合价单价合价单价合价单价合价xx路911918.86317464.69314677.72279776.51128051.87管道安装768228.76290492.93202729.8275006.061121967.32反铲挖掘机挖土装车三类11-681000m30.971529837.429557.254644.744512.465192.685044.79土21-119人工填土夯实槽、坑100m38.386992298.7719279.762297.4719268.861.310.9自卸汽车运土运距(km以内31-1451000m31.12120582.8323073.3510.0811.320572.7523062.05)7水泥稳定砂砾基层拌合机42-141100m23.115561562.164867177.17551.981216.133788.93168.86526.09拌合水泥含量5%厚15cm水泥稳定砂砾基层拌合机52-142*5拌合水泥含量5%每增减1c100m23.11556462.71441.5746.3144.254051261.811.435.52m•子目*5水泥石灰稳定砂砾基层拌62-148*2合机拌合水泥:石灰:砂砾(100m23.115563450.610750.55523.421630.752610.588133.42316.6986.395:5:90)厚15cm•子目*2喷洒沥青油料(粘层油)喷72-221100m29.34669179.231675.214.6343.28139.361302.5535.24329.38洒石油沥青喷油量(kg/m2)粗粒式沥青混凝土路面机82-241100m23.11556460.871435.87154.01479.8321.4866.92285.38889.12械摊铺厚度(cm)6粗粒式沥青混凝土路面机92-242*2械摊铺厚度(cm)每增减1100m23.11556107.96336.3654.42169.55721.8146.54145子目*2中粒式沥青混凝土路面机102-251100m23.11556386.651204.63154.01479.8321.4866.92211.16657.88械摊铺厚度(cm)6细粒式沥青混凝土路面机112-257100m23.11556304.42948.44125.64391.4410.7433.46168.04523.54械摊铺厚度(cm)3细粒式沥青混凝土路面机122-258*2械摊铺厚度(cm)每增减0.100m23.11556132.34412.3141.68129.866.2619.584.4262.955子目*2沥青混凝土、沥青碎石拌合132-26110m32.492453858.559617.2497.85243.892807.886998.5952.822374.86粗粒式沥青混凝土 排水工程预算表工程名称:顶管工程第2页总8页人工材料机械主材设备序号定额编码项目名称单位工程量基价合价单价合价单价合价单价合价单价合价沥青混凝土、沥青碎石拌合142-25910m31.246234424.295513.6896.69120.53375.464206.6952.141186.59细粒式沥青混凝土沥青混凝土、沥青碎石拌合152-26010m31.869344208.877867.8197.27181.833158.785904.83952.821781.14中粒式沥青混凝土162-266沥青混凝土运输10km•10m35.66409517.462930.9457.9327.958.9850.86450.582552.13集中搅拌(预拌)混凝土前台173-390m316.2682545.81745.2544715.81.8129.45振捣养护基础集中搅拌(预拌)混凝土前台183-393m336.5891755.312023.7547.481737.257.83286.49振捣养护板集中搅拌(预拌)混凝土前台193-394m3181.9569783.1115122.4475.2713695.97.841426.54振捣养护墙普通钢筋钢筋制作、安装204-4t18.051864195.8575742.9469.578476.613559.2964251.8166.993014.48现浇混凝土Φ10mm以外管道闭水试验管径(mm以内216-335100m9.85301575.285668.24355.563503.34219.722164.9)1000人工挖工作坑、交汇坑土方226-579100m317.933985332.7195636.714770.3885551.9562.3310084.81挖土方(深度m以内)6混凝土管顶进管径(mm以内236-59410m47.775266531.91312063.72760.32131875.013771.59180188.6923387.51117343.89)1200BZ0036F@6加强钢筋混凝土管DN1200m477.752338.751117343.89顶管接口外套环管径(mm)246-70810个1.849373260.916030.63968.091790.362292.824240.2725004623.431200WC0731F@4钢板外套环个18.492504623.43装运废渣机装自卸运距100251-73100m32.118582179.474617.3888.59187.692090.884429.70m内装运废渣每增运1000m••子261-74*5100m32.118581862.653946.171862.653946.17目*5顶进触变泥浆减阻管径(mm276-58310m47.77526999.847765.7275.1413144.8965.193114.47659.4731506.35以内)1200拆除沥青混凝土路面机械282-270100m23.11556532.481658.97320.19997.579.4129.32202.88632.08拆除厚10cm以内 排水工程预算表工程名称:顶管工程第3页总8页人工材料机械主材设备序号定额编码项目名称单位工程量基价合价单价合价单价合价单价合价单价合价拆除沥青混凝土路面机械292-271100m23.1155651.21159.5531.2797.420.842.6219.159.51拆除每增1cm•基层拆除有骨料多合土机302-290换100m23.11556187.54584.299.7330.31177.81553.98械拆除厚10cm基层拆除有骨料多合土机312-291100m23.1155678.79245.474.0512.6274.74232.86械拆除增5cm•321商砼C15m316.593613706139.643706139.64331商砼C30m3222.915014008916640089166检查井143690.126971.76111947.924770.446084.55载重汽车(t以内)第一个1k13-34110m33.561431199.184270.8607.952165.1754.82195.24536.411910.39m人工装卸6集中搅拌(预拌)混凝土前台23-390m324.441945.811119.68441075.441.8144.24振捣养护基础集中搅拌(预拌)混凝土前台33-394m3103.278183.118583.4475.277773.747.84809.7振捣养护检查井集中搅拌(预拌)混凝土前台43-396m310.8943149.32537.3143.43473.145.8964.17振捣养护小型构件54-2预埋铁件爬梯t0.362566908.912504.891418.55514.314818.871747.13671.49243.46普通钢筋钢筋制作、安装64-4t8.39454195.8535222.06469.573941.813559.2929878.46166.991401.8现浇混凝土Φ10mm以外普通钢筋钢筋制作、安装74-6换t0.921854114.13792.58455.09419.523556.713278.75102.394.31预制混凝土Φ10mm以外86-355抹灰井内侧100m23.382521884.26373.341364.884616.73472.151597.0647.17159.55井筒砌筑(Φ700mm)筒高(m96-388座11.33274.343108.27112.791277.91160.371816.991.1813.37537.036084.55以内)1铸铁井盖井座-重型新型可SZ4250F@1套11.445055778.87调防沉降井盖ZC002F@1混凝土C20C20m30.80380305.68106-409垫层3:7灰土10m32.444191521.233718.18967.452364.63464.491135.389.29218.24 排水工程预算表工程名称:顶管工程第4页总8页人工材料机械主材设备序号定额编码项目名称单位工程量基价合价单价合价单价合价单价合价单价合价预制矩形盖板安装(每块体116-46310m31.08943903.4984.19538.88587.0795.6104.15268.92292.97积m3以内)0.5聚氨酯涂抹防水立面厚度12借8-208m2338.252258456.32.46832.122.547624.21.5mm刷热沥青一道冷底子油二13借10-150m2338.25218.276179.862.75930.1914.234813.331.29436.35道热沥青14商砼1商砼C30m3105.3393443045295.9243045295.9215商砼5商砼C25m311.106373904331.483904331.4816商砼6商砼C15m324.896753709211.83709211.8xx路4674425.291638319.131666325.351369780.813008781.01管道安装4354703.351580045.281412547.991362110.082988314.8人工挖工作坑、交汇坑土方16-579100m377.63815332.71414021.474770.38370363.24562.3343658.23挖土方(深度m以内)6反铲挖掘机挖土装车三类21-681000m39.789939837.4296307.654644.7445471.685192.6850835.97土31-119人工填土夯实槽、坑100m363.133342298.77145129.032297.47145046.951.382.07自卸汽车运土运距(km以内41-1451000m317.5530420582.83361291.2410.08176.9320572.75361114.3)7水泥稳定砂砾基层拌合机52-141100m222.69091562.1635446.82177.174020.151216.1327595.08168.863831.59拌合水泥含量5%厚15cm水泥稳定砂砾基层拌合机62-142*5拌合水泥含量5%每增减1c100m222.6909462.710499.0846.31050.594059189.8111.4258.68m•子目*5水泥石灰稳定砂砾基层拌72-148*2合机拌合水泥:石灰:砂砾(100m222.69093450.678297.22523.4211876.872610.5859236.41316.67183.945:5:90)厚15cm•子目*2喷洒沥青油料(粘层油)喷82-221100m271.16558179.2312755.014.63329.5139.369917.6435.242507.88洒石油沥青喷油量(kg/m2)92-241粗粒式沥青混凝土路面100m223.72378460.8710933.58154.013653.721.48509.59285.386770.29 排水工程预算表工程名称:顶管工程第5页总8页人工材料机械主材设备序号定额编码项目名称单位工程量基价合价单价合价单价合价单价合价单价合价机械摊铺厚度(cm)6粗粒式沥青混凝土路面机102-242*2械摊铺厚度(cm)每增减1100m223.72378107.962561.2254.421291.057166.0746.541104.1子目*2沥青混凝土、沥青碎石拌合112-26110m318.979033858.5573231.5497.851857.12807.8853290.84952.8218083.6粗粒式沥青混凝土中粒式沥青混凝土路面机122-251100m223.72378386.659172.8154.013653.721.48509.59211.165009.51械摊铺厚度(cm)6沥青混凝土、沥青碎石拌合132-26010m314.234274208.8759910.1997.271384.573158.7844962.93952.8213562.7中粒式沥青混凝土细粒式沥青混凝土路面机142-257100m223.72378304.427221.99125.642980.6610.74254.79168.043986.54械摊铺厚度(cm)3细粒式沥青混凝土路面机152-258*2械摊铺厚度(cm)每增减0.100m223.72378132.343139.6141.68988.816.26148.5184.42002.295子目*2沥青混凝土、沥青碎石拌合162-25910m39.489514424.2941984.3496.69917.543375.4632031.46952.149035.34细粒式沥青混凝土172-266沥青混凝土运输10km•10m343.12984517.4622317.9757.92497.228.98387.31450.5819433.44集中搅拌(预拌)混凝土前台183-390m399.8770445.814575.37444394.591.81180.78振捣养护基础集中搅拌(预拌)混凝土前台193-393m3151.9636355.318405.1147.487215.237.831189.88振捣养护板集中搅拌(预拌)混凝土前台203-394m3755.71183.1162807.1475.2756882.377.845924.77振捣养护墙普通钢筋钢筋制作、安装214-4t74.97374195.85314578.4469.5735205.43559.29266853.14166.9912519.86现浇混凝土Φ10mm以外预应力(自应力)混凝土管225-80安装(胶圈接口)公称直径(10m15.965445.777116.72257.774115.370.731129.2117.271872.222029.432399.37mm以内)500WC1940F@9预应力混凝土管m159.65202.9432399.37塑料胶圈接口管外径(mm以235-10210m10.3237.132442.44191.761975.1345.2465.560.171.752039.221003.76内)315 排水工程预算表工程名称:顶管工程第6页总8页人工材料机械主材设备序号定额编码项目名称单位工程量基价合价单价合价单价合价单价合价单价合价WC1500F@2塑料管HDPEm103.00203.9221003.76管道闭水试验管径(mm以内246-332100m1.03168.74173.8107.12110.3361.6263.47)400管道闭水试验管径(mm以内256-333100m1.5965279.06445.52176.88282.39102.18163.13)600管道闭水试验管径(mm以内266-334100m8.549404.933461.75251.922153.66153.011308.08)800管道闭水试验管径(mm以内276-335100m9.8777575.285682.44355.563512.12219.722170.33)1000286-405垫层砂砾石10m36.95251039.77228.51396.212754.65608.344229.4835.15244.38296-406垫层砂10m39.938471148.4211413.54302.063002.01821.038159.7825.33251.74306-409垫层3:7灰土10m32.7811521.234230.54967.452690.48464.491291.7589.29248.32顶进触变泥浆减阻管径(mm316-58110m184.267731.31134756.3202.5337319.643.337984.29485.4589452.42以内)800混凝土管顶进管径(mm以内326-59110m85.495260.39449710.742594.27221784.142666.12227926.610939.6935226.4)700BZ0036F@4加强钢筋混凝土管DN700m854.901093.96935226.4混凝土管顶进管径(mm以内336-59210m98.7776137.25606219.142649.5261709.663487.75344509.4818523.91829735.27)900BZ0036F@5加强钢筋混凝土管DN900m987.771852.391829735.27顶管接口外套环管径(mm)346-70710个67.981086.6973873.19827.9756285.4258.7217587.7925001699501000WC0731F@3钢板外套环个679.80250169950354-5竹挡土板密挡土板木支撑100m222.2481761.639192.081231.5327399.08530.0711793364-20钢管脚手架双排8m以内100m268.758681198.7882426.53489.2633640.87709.5248785.66装运废渣机装自卸运距100371-73100m315.617172179.4734037.1588.591383.532090.8832653.630m内381-74*5装运废渣每增运1000m••100m315.617171862.6529089.321862.6529089.32 排水工程预算表工程名称:顶管工程第7页总8页人工材料机械主材设备序号定额编码项目名称单位工程量基价合价单价合价单价合价单价合价单价合价子目*5拆除沥青混凝土路面机械392-270100m223.72378532.4812632.44320.197596.129.41223.24202.884813.08拆除厚10cm以内拆除沥青混凝土路面机械402-271*8100m223.72378409.689719.16250.165934.746.72159.42152.83624.99拆除每增1cm•子目*8基层拆除有骨料多合土机412-290100m222.69378234.425319.8812.16275.96222.265043.92械拆除厚10cm基层拆除有骨料多合土机422-291*8100m222.69378504.2511443.3425.92588.22478.3310855.12械拆除增5cm••子目*8431商砼C15m368.9172637025499.3937025499.3944商砼8商砼C20m332.9573238012523.7838012523.78451商砼C30m3925.4429400370177.16400370177.16461-150井盖板木模10m31.772941677.882974.78784.141390.23888.651575.525.099.02471-65矩形池壁钢模100m268.758683287.96226075.792029.68139558.121078.9174184.43179.3712333.24481-103管座钢模100m20.849754326.443676.392556.522172.41613.191370.81156.73133.18工作坑支撑设备安拆坑深6497-56坑15.4515669.89242099.81979.4330582.1912893.63199206.58796.8312311.02m管径(mm)1000～1400接收坑支撑安拆坑深6m管507-60坑14.427793.43112381.261292.7918642.035982.586267.65518.147471.58径(mm)1000～1400顶进后座及坑内平台安拆517-62坑15.453501.2154093.69783.56121061528.8623620.891188.7918366.81每坑管径(mm)800～1200检查井319721.9458273.85253777.367670.7320466.21载重汽车(t以内)第一个1k13-34110m31.772121199.182125.09607.951077.3654.8297.15536.41950.58m人工装卸6集中搅拌(预拌)混凝土前台23-390m342.714145.811956.73441879.421.8177.31振捣养护基础集中搅拌(预拌)混凝土前台33-394m3232.234183.1119300.9875.2717480.267.841820.72振捣养护检查井 排水工程预算表工程名称:顶管工程第8页总8页人工材料机械主材设备序号定额编码项目名称单位工程量基价合价单价合价单价合价单价合价单价合价集中搅拌(预拌)混凝土前台43-396m317.7273349.32874.3143.43769.95.89104.41振捣养护小型构件54-2预埋铁件爬梯t1.219526908.918425.551418.551729.954818.875876.71671.49818.9普通钢筋钢筋制作、安装64-4t19.091054195.8580103.18469.578964.583559.2967950.58166.993188.01现浇混凝土Φ10mm以外普通钢筋钢筋制作、安装74-6换t2.466854114.110148.87455.091122.643556.718773.87102.3252.36预制混凝土Φ10mm以外86-355抹灰井内侧100m28.304681884.215647.681364.8811334.89472.153921.0547.17391.73井筒砌筑(Φ700mm)筒高(m96-388座38.11274.3410455.1112.794298.43160.376111.71.1844.97537.0320466.21以内)1铸铁井盖井座-重型新型可SZ4250F@1套38.4950519438.01调防沉降井盖ZC002F@1混凝土C20C20m32.713801028.21106-409垫层3:7灰土10m34.271411521.236497.8967.454132.38464.491984.0389.29381.39预制矩形盖板安装(每块体116-46310m31.77273903.41601.48538.88955.2995.6169.47268.92476.72积m3以内)0.5聚氨酯涂抹防水立面厚度12借8-208m2830.46842520761.712.462042.9522.5418718.761.5mm刷热沥青一道冷底子油二13借10-150m2903.92818.2716514.762.752485.814.2312862.91.291166.07道热沥青14商砼1商砼C30m3236.87034430101854.25430101854.2515商砼5商砼C25m318.559063907238.033907238.0316商砼6商砼C15m343.8281537016216.4237016216.42合计5586344.151955783.821981003.071649557.314136832.88'