1、站站房房土土建建工工程程施施工工总总承承包包-土土建建清清标标表表格格序号 项目编码项目名称计量单位工程量综合单价合价厂房结构1010101001001平整场地m2101602010101004001挖基坑土方m3225.563010101004002挖基坑土方m33440.584010101003001挖沟槽土方m3341.665010103001001回填方m33501.456010103002001余方弃置m3506.357自编001桩身检测项18010301004001截（凿）桩头根2099010301004002截（凿）桩头根101710010507007001桩芯混凝土m3107.2、2811010501001001混凝土垫层m335.8412010501005001桩承台基础m3436.5813010503001001现浇基础梁m369.1314010508001001基础梁后浇带m30.6415自编002后浇带凿毛m21.616011406001001聚合物水泥砂浆m2939.0317自编003基础凿毛m2313.1218自编004柱脚刷NaNO2砂浆m2450.1419010507007002柱脚细石混凝土m343.0420010507007003包柱脚混凝土m36.9321010515001001现浇构件钢筋t4.3122010515001002现浇构件钢筋t26.3、94723010515001003焊接钢筋网t0.77124010516002001预埋铁件t20.0525010516002002预埋铁件t0.11626010516002003预埋铁件t0.08627010516001001螺栓t0.33428010603002001钢柱t321.24329010603001001钢柱t3.17430自编005钢结构探伤m880.6631010606013001屋面预留洞筒圈t0.26232010606013002屋面天窗洞口筒圈t6.93333010606013003屋面预留洞盖板t0.21534010602001001防雨罩钢架t1.2213501064、06002001防雨罩檩条t0.54336010604002001钢吊车梁t21.42637010604001001楼面钢梁t20.78338自编006钢结构探伤m13639010605001001楼承板m2236.5440自编007剪力钉个141641010505003001现浇平板m333.1242010507007004翻边混凝土m31.0543010516002004封边钢板t0.86744010515001004现浇构件钢筋t0.6745010515001005现浇构件钢筋t2.39946010604001002楼面钢梁t106.08147自编008钢结构探伤m562.44801065、05001002楼承板m21275.9149自编009剪力钉个383850010505003002现浇平板m3178.6351010507007005翻边混凝土m32.3552010516002005封边钢板t1.93753010515001006现浇构件钢筋t3.05154010515001007现浇构件钢筋t12.6755010606012001管道钢支架t73.856010604001003屋面钢梁t535.53157自编010钢结构探伤m3132.858010604001004屋面钢梁t10.63359自编011钢结构探伤m62.460010501002001条形基础m30.505616、010515001008现浇构件钢筋t0.00762010603001002楼梯钢柱t4.32163010606008001钢梯t2.86864自编012钢结构探伤m27.4465010516002006预埋铁件t0.04466自编013成品栅格踏步板m241.6567011701006001脚手架项168011703001001垂直运输项169011705001001大型机械设备进出场及安拆项170自编014建筑物规划放线项171自编015冬季施工增加费项172自编016冬季施工增加费项1建筑装饰1011102003001防滑釉面砖地面（地1）m2423.962011102003002防滑釉7、面砖地面（地2）m215.86301110100300160厚C30钢纤维混凝土层（地3）m25185.3401110100300260厚C30钢纤维混凝土层（地4）m213.25011105006001不锈钢踢脚（踢1）m21.466011105001001砂浆圆弧形踢脚线（踢2）m1397.367011204003001釉面砖墙面（墙1）m262.578011407001001墙面喷刷涂料（墙2）m27367.699011302001001铝合金条板吊顶（棚2）m215.8610011302001002矿棉装饰板吊顶（棚3）m2423.9611010605002001彩色金属板m236688、.9612011204001001石材墙面m2600.2113自编001玻璃雨棚m263.3614010605001001防雨罩外墙板m238.711501B001网式风口m211.416010807001001铝合金节能窗m210.817010807001002铝合金节能窗m2252.3618010807001003铝合金节能窗m2229.6819010807002001金属防火窗m22.720010807003001金属百页窗m22121自编002纱窗m233.622010605001002轻型屋面板m27224.3923010605001003轻质屋面板立板m2506.1124011009、1001001屋面找坡m2358.225010902001001屋面卷材防水m28754.5726010902008001屋面高低跨变形缝m42.627自编003女儿墙盖板m196.1628010902008002屋面变形缝m85.229010902003001屋面天窗侧立面m294.530010902001002屋面天窗侧立面卷材防水m294.531自编005天窗防护措施m238732011001001002保温隔热屋面m23.8933010902001003屋面卷材防水m23.8934010902003002屋面刚性层m24.3235010902004001屋面雨水管m190.68360110、1102001001石材过口石m20.4337010401012001零星砌砖m30.8538011210005001厕所隔断套439011505010001银镜m21.3440011505008001卫生纸盒个441010504001001现浇直形墙m378.8942010502002001现浇构造柱m374.9743010503004001现浇圈梁m382.4144010503005001现浇过梁m335.2645010515001001现浇构件钢筋t4.13746010515001002现浇构件钢筋t8.58447010401001001砖基础m340.3248010402001001砌11、块墙m3678.7249010402001002砌块墙m3340.3750010402001003防火砌块墙m3357.351010903003001墙身防潮层m289.5952自编006钢梯挂253自编007钢梯挂154自编008钢梯挂155011503001001平台护栏m247.8356010904004001楼面变形缝m14.5857010503004002混凝土门槛m33.6758011210006001石膏板隔墙m249.9259011407001002石膏板面乳胶漆m299.8460011207001001墙面洞口封堵m215.4561010809004001窗台板m230.3512、62010507001001现浇散水m2402.463011107001001石材台阶m26.7564010507003001现浇排水沟m641.7565010507003003现浇集水坑个366010904003001排水沟内侧防水砂浆m2893.4367070205001001镀锌钢格栅m2195.5368011001003001地面与墙体交接处伸缩缝m293.3269自编009柱标面18270040204004001安砌侧（平、缘）石m36.1零层板、水池及设备基础1010501001001混凝土垫层m3736.3252010501004001零层板混凝土m31907.92253010513、03001001现浇基础梁m359.514010903001001干铺油毡m266.125010507007001承台与零层板节点m330.96010501001002坡道垫层m264.057010515001001现浇构件钢筋t3.8288010515001002现浇构件钢筋t217.6459010516002001预埋铁件t1.81110010101002001挖一般土方m317336.7511010103001001回填方m313320.5812010103001002回填方m3589.1313010103002001余方弃置m33427.0414010501001001混凝土垫层m3314、54.815010501004002满堂基础m31885.116010502001001现浇矩形柱m354.5217010505001001现浇有梁板m3388.6618010504001001现浇直形墙m3490.0219010501006001冷却塔基础m3754.3320010501006002泵坑基础m3331.7921010501006003设备基础m333.7122010508001001底板后浇带混凝土m342.4823010508001002侧壁后浇带混凝土m34.5524010508001003顶板后浇带混凝土m36.2425010515001003现浇构件钢筋t5.812615、010515001004现浇构件钢筋t418.47527010515001005焊接钢筋网t0.27628自编001后浇带凿毛m2106.5429010903003001墙面砂浆防水m213.6530011002004001玻璃钢防腐面层m29294.3231自编002止水钢板m263.832010903001002墙面卷材防水m2999.3533010904001001地面卷材防水m23004.6634010904003001泵坑内防水砂浆m2110.5235011203001001泵坑外表面水泥砂浆m2994.5636自编003水平施工缝m262.937010516002002预埋铁件t016、.83838010516002003预埋铁件t3.32739070205001001镀锌钢格栅m274.3240自编004不锈钢人孔处爬梯套2841011707006001基坑设计、设计评审、基坑监测、边坡安全网覆盖等费用项142011701001001脚手架项143011703001001垂直运输项144010101004001挖基础土方m32520.445010103001003回填方m3471.7346010103002002余方弃置m32520.447010501001001混凝土垫层m3104.5648010501004003满堂基础m3430.0749010504001002现浇直17、形墙m374.7750010502001002现浇矩形柱m344.5551010505001002现浇有梁板m3144.6252010503005001现浇过梁m31.853010507003001现浇电缆沟m358.3854010501006004泵坑基础m327.6555010501006005设备基础m37.1156010515001006现浇构件钢筋t24.64857010515001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