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序号工程明细名称单位工程量单价金额一吊出井临建元757182双面彩钢围墙m692289.00199988大门C20砼基础个2350.00700大门砖砌立柱m34.09500.002045大门立柱贴瓷砖m220.4156.003182铁门m216.8380.006384大门预埋件项1340.00340户外不干胶字个33055.0018150户外高精度喷绘m226650.0013300端头大广告牌个119846.0019846大门左侧铁皮烤漆字厘米16802.804704门口场地硬化元0挖土方m222.0330.00661填石粉m29.5880.00766C20混凝土m322.03340.007490大门内办公区场地元0挖土方m2239.1330.007174填石粉m2103.9780.008318C20混凝土m3235.11340.0079937钢筋加工场地元0C20混凝土m3215.26340.0073188钢筋堆放台C20砼m34.62340.001571办公室板房元0平顶板房m2213.71405.0086553板房基础m71.345.003209室内回填石粉m317.1980.001375室内砂浆垫层m2171.9316.002751室内地砖m2171.9365.0011175室内布电m2171.9332.005502厕所板房0平顶板房m245.09405.0018261板房基础m2345.001035室内回填石粉m33.3180.00265室内砂浆垫层m233.0616.00529室内地砖m233.0665.002149男女厕所蹲位个750.00350蹲位彩钢板隔墙m215.45180.002781男厕所小便池m1.9250.00475冲水阀个765.00455安装淋浴喷头个418.0072安装φ200mm污水管m640.00240安装φ32mm给水管m13713.501850安装φ32mm球阀个1510.00150安装φ110mm水管m1230.00360安装φ160mm水管m1035.00350临时设施费用计算表编制：田涛复核：日期：2009.1.10日序号工程明细名称单位工程量单价金额临时设施费用计算表安装φ75mm给水管m334.250.0016710安装φ75mm球阀个815.00120安装水龙头个78.0056桥下附属工程元0桥下横向排水沟m23.750.001185厕所周边砂浆地坪m244.5616.00713厕所化粪池m321.6350.007560桥下泥浆沉淀池m315.64400.006256桥下水沟盖板钢筋kg402.60.80322门卫房元0浆砌24墙m39.71308.002991侧墙批挡m280.9116.001295刷涂料m280.9110.00809室内砂浆地坪m214.8716.00238室内布电m214.8732.00476安装木门m21.8150.00270安装塑钢窗m22.4250.00600顶面大玻瓦m220.91170.003555门卫房侧面洗手池m0.9160.00144洗车槽元0砼洗车槽m39.7280.0011116洗车槽盖板钢筋kg2010.545.9011862洗车槽沉淀池m316.56400.006624其他附属工程元0场地装φ500水泥管m1295.001140场地排水沟m10650.005300安装电缆线m4901.00490场地沉沙井个2300.00600材料库房元0平顶板房m296.76405.0039188室内布电m296.7632.003096室内砂浆地坪m274.0616.001185土方外运m38503832300CAT120挖掘机台班4.7514006650临时用工工日50804000CAT120炮机台班1.518002700二始发井临建元1792449轨道梁C30普通砼m3276448.59123811轨道梁C30早强砼m350.5494.7224983轨道梁基础C20砼m391.5346.2531682轨道梁基础C15砼m3119336.0039984轨道梁基础C30砼m37371.882603洗车槽C30早强砼m338450.0017100测斜管及监测点处钢筋护栏t0.424341.051823始发井安全防护栏钢筋t0.6234341.052704编制：田涛复核：日期：2009.1.10日序号工程明细名称单位工程量单价金额临时设施费用计算表轨道梁钢筋制安t21.2434341.0592217洗车槽钢筋制安t4.5324341.0519674轨道梁两侧夯填土方m337915.005685轨道梁两侧回填碎石m389.175.006683始发井端头水沟土方开挖m378.830.002364右线轨道梁旁土方清理m33330.00990工地四周土方开挖（或回填）m3830.00240左线端头轨道梁土方开挖m31530.00450始发井端头水沟/电缆沟C15砼m311290.003190轨道梁两侧/办公楼回填C15砼m367290.0019430轨道梁两侧回填C20砼m34300.001200轨道梁两侧回填C30砼m315325.004875轨道梁两侧回填C30防水砼m36335.002010工地四周回填C15砼m311290.003190西侧库房前道路硬化C15砼m311290.003190始发井端头地面硬化C20砼m335300.0010500拌合站场地地面硬化C20砼m341300.0012300渣土坑旁场地硬化C20砼m332300.009600民工宿舍后M10砖砌水沟m38.3308.002556民工宿舍/库房后M7.5砂浆抹面m2115.616.001850东侧大门地面硬化钢筋制安t0.244361.051047龙门吊钢轨安装m250106.2226555厕所至正门水管安装m7217.951292与十三局交接污水管安装m3217.95574办公楼/民工宿舍走道破除砼m3750.00350临时用工及材料等元317146.431.00317146炮机台班2.87525007188PC200挖掘机台班5.937516009500PC200挖掘机台班1.687520003375PC200挖掘机小时3.5225788PC120挖掘机台班0.7514001050渣土池、搅拌站基础开挖m3753.052821085基坑外侧土方外运m37871310231M7.5砂浆砌砖m3347.46308107018土方开挖m3223.72306712C15砼垫层m354.729015863围墙压顶m346.7545021038M10砂浆抹面m23093.451649495压顶彩色涂料m356258900柱子彩色涂料m462.56156938铺贴地板砖m2405.6265.3826519大门门柱瓷砖铺贴m229.61063138单层钢板大门制安m213.22353102双层钢板大门制安m2162754400单层彩钢瓦围蔽m246652990编制：田涛复核：日期：2009.1.10日序号工程明细名称单位工程量单价金额临时设施费用计算表石粉回填m3154.24609254石膏板吊顶m2273.3174646风镐打电缆沟m36.08328.952000C30砼浇筑m35.73201824门卫发泡瓦盖屋面m259.9117010185养护室、库房发泡瓦盖屋面m259.81307774木门樘52501250塑钢窗m28.82502200养护室条扣吊顶m216.7701169防盗网m215555C20砼浇注m340.4830012144Φ6.5圆钢箍筋kg209.995.181088泵送C15砼浇注m303100泵送C15砼浇注m316933055770挡土墙土方开挖m3143.4355019M10砂浆地面m2401.14166418西侧围墙拆除m255201100土方回填m3154.99304650室内布电m2709.143222692铺贴地板革m2218.2153273装外电缆m11014.51595男女厕所洗手盆安装个2170340男女厕所大便器安装个1250600男厕所洗手池个1140140男女浴室内喷头个1218216室外洗手池m1.5265398室外洗碗池m4.5170765民工食堂内案板台m62601560民工食堂内洗菜池m1350350男女厕所格挡板m2241804320水龙头个13565男女厕所、浴室φ160PVC污水管m2535875男女厕所、浴室φ110PVC污水管m2030600男女厕所、浴室φ75PVC污水管m1422308地漏安装个11555男女厕所、浴室φ32PVC给水管m4213.5567男女厕所、浴室φ20PVC给水管m17122044分铜球阀个1210120民工食堂φ110PVC污水管m430120室外φ50PVC给水管m40261040室外φ32PVC给水管m8813.51188墙面刷防水涂料m21669.161220030北侧道路改移段警示柱条30651950全部基础钢筋制安吨2.748002192西侧洗车槽m34301020编制：田涛复核：日期：2009.1.10日序号工程明细名称单位工程量单价金额临时设施费用计算表洗车槽切缝m86.28690现场临时用工工日103505150渣土坑侧墙C20砼浇筑m3126130.0016380综合办公楼m2325.37385.00125267民工宿舍m2280.17385.00107865民工食堂m287.63385.0033738厕所、浴室m265.72385.0025302综合办公楼拆装m239.6725.211000板房增补材料费元29131.002913场内土方外运车32517055250泥浆池开挖土方外运车561709520始发井端头土方回填车181703060场内泥浆外运车11320022600PC200挖掘机台班8.7275160013964PC120挖掘机桩基土外运台班3.9814005572PC120挖掘机泥浆池开挖台班2.0214002828人工配属工日1750850道路洒水扫地元110001000凿岩机元325007500回填场地拉砖头车46002400浆砌37砖墙m356.85328.0018647墙身砂浆抹面m2307.3216.004917底部清理及平整m225818.004644砖砌12池底m315.48328.005077池底砂浆抹面m225816.004128搅拌站漏斗池m33.08350.001078搅拌站蓄水池m38.44350.002954搅拌站膨化池m311.43350.004001膨化池边泥浆沟m530.00150龙门吊东侧砖砌挡墙m311.388308.003508龙门吊东侧砖砌挡墙批挡m294.916.001518办公室前电缆沟m33.530.001005搅拌机立柱脚基坑回填m30.830.0024护栏脚挡水墙抹面m3516.00560膨化池靠围墙回填土m310.0830.00302膨化池靠围墙砂浆抹面m26.7216.00108配电箱基础m670.00420始发井下配电箱基础m3.670.00252合计元2549631编制：田涛复核：日期：2009.1.10日