常州工程职院建筑工程造价项目案例01接待室预算

表2单位工程名称：接待室序号汇总内容金额(元)其中：暂估价(元)1分部分项工程费36418.590.001.1其中：人工费8120.950.001.2材料费24411.480.001.3机械费645.420.001.4主材费0.000.001.5管理费2189.80-1.6利润1051.83-2措施项目12584.33-2.1安全文明施工费1201.81-3其他项目0.000.003.1暂列金额0.00-3.2专业工程暂估价0.000.003.3计日工0.00-3.4总承包服务费0.00-4规费1808.21-5税金1750.44-6小计=1+2+3+4+552561.570.00投标人：（盖章）法定代表人或委托代理人：（签字或盖章）日期：年月日单位工程费用汇总表表3单位工程名称：接待室综合单价合价1123接待室30469.902010101003001挖基础土方【三类土;场内弃至运距自行考虑】m335.04017.27605.143010103001001土(石)方回填【按实际回填量;回填土夯填;包括室内回填土;场内弃至运距自行考虑】m348.10723.661138.214010301001001砖基础【红砖;M5.0水泥砂浆砌筑】m314.753294.974351.695010301001002砖基础防潮层【20厚1:2水泥砂浆掺5%避水浆】m28.87011.1598.906010302001001实心砖墙【1砖外墙;红砖;M5.0混合砂浆砌筑】m318.345315.285783.817010302001002实心砖墙【1砖内墙;红砖;M5混合砂浆砌筑】m34.946306.901517.938010302005001实心砖柱【红砖;M5混合砂浆砌筑】m30.314422.09132.549010401001001带形基础【素土夯实;C15商品砼垫层】m35.824346.282016.7310010403004001现浇圈梁【;C20商品砼】m32.115371.90786.5711010405001001现浇有梁板【C20商品砼】m36.813341.672327.8012010410003001预制过梁【C20商品砼】m30.588450.42264.8513010416001001现浇混凝土钢筋【砌体加固筋】t0.0316287.36194.9114010407002001现浇散水【详苏J01-2005-12-4】m218.96055.091044.5115010407002002现浇室外台阶【详苏J01-2005-11-3】m21.50051.8977.8416010702003001屋面刚性防水【20厚1:3水泥砂浆找平;40厚C20商品细石砼每3M*3M设分仓缝】m255.08040.412225.7817020101001001水泥砂浆楼地面【素土夯实;60厚C15商品细石砼;20厚1：3水泥砂浆面层】m241.67832.361348.7018020201001001墙面一般抹灰【内墙粉刷:混合砂浆抹灰】m2124.15214.001738.1319020201001002墙面一般抹灰【外墙粉刷:水泥砂浆抹灰】m295.94917.211651.2820020506001001抹灰面油漆【内墙面、天棚：乳胶漆涂抹】m2165.8308.791457.6521020506001002抹灰面油漆【外墙面外墙涂料】m295.94917.791706.9322123其它5948.6923010416001002现浇混凝土钢筋【Ⅰ级钢:直径Φ12MM以内】t0.6085535.823365.7824010416001003现浇混凝土钢筋【Ⅱ级钢:直径Φ25MM以内】t0.3705188.351919.6925010416001004现浇混凝土钢筋【刚防层钢筋】t0.0616188.07377.4726010416002001预制构件钢筋【Φ25MM以内】t0.0525495.20285.7527合计36418.59分部分项工程量清单计价表序号项目编码项目名称计量单位工程数量金额(元)表4单位工程名称：接待室人工费材料费机械费管理费利润12010101003001挖基础土方三类土;场内弃至运距自行考虑m335.0409.700.002.903.151.5117.27ACZ1-B12反铲挖掘机挖地基坑不装车斗容量1m3内1000m30.002148.010.002532.62670.16321.683672.47ACZ1-B2反铲挖掘机挖土不装车斗容量0.5m3内1000m30.048139.400.001996.70534.03256.332926.46A1-3*2人工挖土方深度1.5M以内三类干土M310.02425.420.000.006.363.0534.83A1-92单(双)轮车运土运距50M以内M310.0247.790.000.001.950.9310.673010103001001土(石)方回填按实际回填量;回填土夯填;包括室内回填土;场内弃至运距自行考虑m348.10716.260.001.024.312.0723.66A1-1人工挖土方深度1.5M以内一类干土M348.1074.920.000.001.230.596.74A1-104基(槽)坑夯填土M339.58711.480.001.093.141.5117.22A1-102地面夯填土M38.52010.660.000.652.831.3615.504010301001001砖基础红砖;M5.0水泥砂浆砌筑m314.75350.16221.383.5513.436.45294.97A3-1M5水泥砂浆砌直形标准砖基础M314.75350.16221.383.5513.436.45294.975010301001002砖基础防潮层20厚1:2水泥砂浆掺5%避水浆m28.8702.996.620.310.830.4011.15A3-421:2防水砂浆墙基防潮层10M2投影面积0.88729.9266.243.118.263.96111.496010302001001实心砖墙1砖外墙;红砖;M5.0混合砂浆砌筑m318.34560.72227.333.4816.057.70315.28A3-29M5混合砂浆砌标准一砖外墙M318.34560.72227.333.4816.057.70315.28工程数量综合单价组成综合单价123接待室分部分项综合单价分析表序号项目编码项目名称项目特征计量单位表4单位工程名称：接待室人工费材料费机械费管理费利润工程数量综合单价组成综合单价分部分项综合单价分析表序号项目编码项目名称项目特征计量单位7010302001002实心砖墙1砖内墙;红砖;M5混合砂浆砌筑m34.94655.44226.183.4814.737.07306.90A3-33M5混合砂浆砌标准一砖内墙M34.94655.44226.183.4814.737.07306.908010302005001实心砖柱红砖;M5混合砂浆砌筑m30.31485.36299.783.9222.3210.71422.09A3-3.6M5混合砂浆砌方形标准砖柱M30.31485.36299.783.9222.3210.71422.099010401001001带形基础素土夯实;C15商品砼垫层m35.82422.70289.2118.9510.425.00346.28A1-100基(槽)坑原土打底夯10M22.9124.920.001.621.640.788.96A5-285换商品混凝土C15(非泵送)现浇无梁式砼条形基础M35.82420.24289.2118.149.604.61341.8010010403004001现浇圈梁;C20商品砼m32.11551.48299.501.3713.216.34371.90A5-302商品砼C20(非泵送)现浇圈梁M32.11551.48299.501.3713.216.34371.9011010405001001现浇有梁板C20商品砼m36.81319.36312.951.605.242.52341.67A5-199.2换商品砼C25(泵送)有梁板M36.81319.36312.951.605.242.52341.6712010410003001预制过梁C20商品砼m30.58877.44325.7813.5322.7510.92450.42A5-341商品砼C20(非泵送)现场预制过梁M30.58828.60299.9613.0610.425.00357.04A7-72塔式起重机安装过梁M30.58837.8413.520.479.584.6066.01A7-109M10水泥砂浆过梁接头灌缝M30.58811.0012.300.002.751.3227.3713010416001001现浇混凝土钢筋砌体加固筋t0.0311059.644779.2741.16275.20132.106287.36A4-25砌体、板缝内加固钢筋不绑扎T0.016932.364592.4339.88243.06116.675924.40A4-26砌体、板缝内加固钢筋绑扎T0.0161120.684667.4039.88290.14139.276257.37表4单位工程名称：接待室人工费材料费机械费管理费利润工程数量综合单价组成综合单价分部分项综合单价分析表序号项目编码项目名称项目特征计量单位14010407002001现浇散水详苏J01-2005-12-4m218.96013.3036.120.543.461.6655.09A1-99地面原土打底夯10M21.8964.100.000.991.270.616.97A12-172换砼散水(商品混凝土C15)10M2投影面积1.89691.63313.004.3924.0111.52444.55A9-161建筑油膏填伸缩缝10M2.92024.2031.300.006.052.9064.4515010407002002现浇室外台阶详苏J01-2005-11-3m21.50011.7234.880.693.111.4951.89A1-99地面原土打底夯10M20.1504.100.000.991.270.616.97A2-111碎砖干铺基础垫层M30.30023.3747.311.166.132.9480.91A5-333换商品混凝土C15(非泵送)现浇台阶10M2投影面积0.15066.44254.223.5617.508.40350.1216010702003001屋面刚性防水20厚1:3水泥砂浆找平;40厚C20商品细石砼每3M*3M设分仓缝m255.08011.9723.170.623.141.5240.41A12-151：3水泥砂浆在砼或硬基层上找平层20MM10M25.50830.8049.052.968.444.0595.30A9-72换现浇C20细石砼防水屋面,有分格缝,40MM厚(商品混凝土C20)10M25.50888.88182.623.2223.0311.05308.8017020101001001水泥砂浆楼地面素土夯实;60厚C15商品细石砼;20厚1：3水泥砂浆面层m241.6786.5722.730.471.760.8532.36A1-99地面原土打底夯10M24.1684.100.000.991.270.616.97A12-13.1商品砼C15(非泵送)垫层（不分格）M32.50133.00285.071.098.524.09331.77A12-221：2水泥砂浆楼地面整体面层厚20MM10M24.16841.8056.222.9611.195.37117.54表4单位工程名称：接待室人工费材料费机械费管理费利润工程数量综合单价组成综合单价分部分项综合单价分析表序号项目编码项目名称项目特征计量单位18020201001001墙面一般抹灰内墙粉刷:混