春城佳苑12号工程造价文件的编制-标书.doc

三 江 学 院本科生毕业设计（论文）题 目 春城佳苑12#楼工程造价文件的编制 土木工程 院（系） 土木工程 专业学生姓名 王欢 学号 12011084018 指导教师 侯宇颖、陈沛 职称 副教授、总监 指导教师工作单位 三江学院、钟山监理公司 起讫日期 2015.3.22015.6.19 摘 要这次毕业设计是我在学校学习实践的最后一个环节，是各个教学环节的继续、深化和扩展，是训练我们分析问题，解决问题，综合能力提高的重要阶段，此次毕业设计的主要任务是春城佳苑12#楼工程造价文件的编制。茅山镇村庄整理安置小区（春城佳苑）12#楼位于江苏省镇江句容市茅山镇，本工程，建筑地上6层，主体建筑高度17.15米，设计使用年限为50年，结构体系为框架结构，结构类别为丙类，建筑耐火等级为二级，抗震设防烈度为七度，地上建筑面积为4735.2平方米。从实际情况得悉，工程造价与现实中的造价有着相对的差异。要改善编制造价文件的质量，造价的编制要做到规范、完备、确切、清楚明了，并且在造价文件编制之前做好市场情况的预测及对人材机价格的调查等，以上种种都是影响造价变化的关键。关键词：施工图预算；清单计价；预算定额；造价控制ABSTRACTThis graduation design is the last we learn in school practice link, is the continuation of each teaching link, deepening and expansion, is training us to analyze problems, solve the problem, the important stage of the comprehensive ability to improve the graduation design is the main task of the Phoenix Garden 12 # building construction drawing budget preparation.Maoshan Town Finishing resettlement area (Spring City Garden) 12 # building located in Zhenjiang Maoshan Town, Jurong City, Jiangsu Province. This project, building 6 floors of the main building height 17.15 meters, the design life of 50 years. Architecture for the frame structure, the structure of class C category, building fire resistance rating of two, the seismic intensity of seven degrees, the ground floor area of 4,735.2 square meters.Learned from the practical experience, the project cost and the actual cost there is a certain gap. In order to improve the quality of cost budgeting, cost planning requires system, complete, accurate, clear, and make the market prediction in cost and unit price of machine of talent of research, these are the key factors influencing the cost.Keywords: construction drawing budget; list valuation; budget quota; cost control 目 录第一章 工程概况11.1项目基本概况11.1.1工程概况11.1.2建筑设计11.1.3结构设计1第二章 项目分解22.1项目分解22.2项目结构分解图2第三章 工程量计算43.1定额工程量43.2清单工程量66第四章 工程计价694.1取费及换算说明694.2 综合单价计算70第五章 项目总价80表5-1 工程项目投标报价汇总表80表5-2 工程预算表80表5-3 分部分项工程量清单与计价表89表5-4 措施项目清单与计价表90表5-5 其他项目计价表91第六章 造价分析926.1.针对本工程造价分析926.2 降低本工程造价分析97结束语99致 谢100参考文献101附录A102三江学院2015届本科生毕业设计（论文）第一章 工程概况1.1项目基本概况1.1.1工程概况 茅山镇村庄整理安置小区（春城佳苑）12#楼位于江苏省镇江句容市茅山镇，本工程建设单位为茅山镇人民政府，设计单位为苏州森城建筑设计有限公司。主要功能为住宅，主题6+1层。于2014年7月开工，施工单位为茅山福地建设有限公司。1.1.2建筑设计本工程一共有6层，主楼高度是17.15米，主楼长428米，主楼宽123米，4735.2平方米的地上建筑面积，设计使用年限为50年。水泥楼地面做法：10厚1:2水泥砂浆抹光，20厚1:3水泥砂浆找平，现浇钢筋混凝土楼板。铝合金、塑钢材料、木质材料为门窗的主要材料。3厚SBS卷改性沥青防水层，50厚挤塑聚苯板是屋面防水材料。1.1.3结构设计结构体系为框架结构，建筑物室内地面标高0.000相当于绝对标高34.500米。结构类别为丙类，建筑耐火等级为二级，抗震设防烈度为七度，抗震设防类别为丙类，框架抗震等级为三级，地基基础设计等级为丙级，砌体施工质量控制等级为B级。主体工程中的基础、柱、梁、板的混凝土等级均为C30，基础垫层的混凝土强度等级为C15。钢筋采用HPB300,HPB400;除注明外，型钢、预埋件钢板采用Q235-B板，吊钩、吊环均采用HPB300级钢筋，不得采用冷加工钢筋。钢筋的强度标准值应不小于95%。 第二章 项目分解2.1项目分解为了方便内部结构，设备，资源，人员调配和劳动技术司的工作，更好的工程成本分析，工程项目分解协调。对从下向上的项目的每个部分的结构的顺序进行分解： 基础工程，装饰安装工程两大部分。进而详细的对工程造价进行分析，有条不紊的顺序有利于分析的不重复性。把项目分解成可工作的工作包，从而方便管理，并且可以用于成本、质量、进度控制。2.2项目结构分解图工程项目分解图如下：春城佳苑12#楼建筑工程装饰安装工程土石方工程桩基工程砌筑工程混凝土工程屋面及防水工程基坑开挖打混凝土预制桩平整场地余土外运桩承台基础墙柱面工程楼地面工程天棚工程门窗工程内、外墙砌筑剪力墙、梁柱板浇筑钢筋工程水泥砂浆找平防水卷材铺设水泥砂浆楼地面、找平混凝土垫层抹灰、外墙喷涂料天棚抹灰天棚吊顶门窗运输门窗安装脚手架工程模板工程图：2-1 项目结构分解图第三章 工程量计算3.1定额工程量3.1.1工程量计算根据毕业设计要求首层采用手工计算，其余楼层采用鲁班软件建模完成,由于鲁班钢筋建模导出工程量计算式非常多，因此只导出相应的工程总量。建模截屏见附录A。工程量计算书（手算）如表格3-1所示工程量计算书（电算）如表格3-2所示钢筋工程量汇总表如表格3-3所示表3-1工程量计算书（手算）定额编号项目名称工程量单位计算公式小计建筑面积0层0m21层537.64m243.088.68+21.543.92-3.90.92-3.90.762+2.881.522层465.53m243.086.88+(21.543.9-3.9(0.76+0.9)-2.320.7)2+1.9684.421-198基坑开挖685.1196mJC-14(（1+0.32+0.333.2）（1+0.32+0.333.2）+0.3323.231/3)JC-24(1.8+0.32+0.333.2)(1.8+0.32+0.333.2)+0.3323.231/3)JC-34(2+0.32+0.333.2)(2+0.32+0.333.2)+0.3323.231/3)JC-44(2.2+0.32+0.333.2)(2.2+0.32+0.333.2)+0.3323.231/3)JC-59(2.6+0.32+0.333.2)(2.6+0.32+0.333.2)+0.3323.231/3)JC-62(7.9+0.32+0.333.2)(2.8+0.32+0.333.2)+0.3323.231/3)JC-72(4.9+0.32+3.20.33)(2.9+0.32+3.20.33)+0.3323.231/3)JC-84(4.5+0.32+3.20.33)(2.6+0.32+3.20.33)+0.3323.231/3)JC-9(4.4+0.32+3.20.33)(2.3+0.32+3.20.33)+0.3323.231/3）JC-102(2.8+0.33+3.20.33)(1.7+0.32+3.20.33)+0.3323.231/3)1-98平整场地788.36m2543.72+4（0.14+1.8+4.5+0.8+1.3+3.2+0.7+1.5+0.14)+4(43.08+4)主体工程4-1一层框架柱钢筋4404.83kg1631.9+88.85+53.74+2368.51+261.83=161631.9kg（2.78827+2.7864+2.78416+2.7844+2.7844+2.7882+2.78102）1.578=1888.85kg2.78441.9976=1453.74kg2.78441.2084=82368.51kg（1.592+0.5832）3427+（2.23+0.538+1.143+1.038）284+（1.83+1.127+0.838）3516+（1.192+0.4832）374+（1.3922+0.3832）372+（1.592+1.3920.383）352）0.3946=10261.83kg（2.73+1.2462+2.362）282）0.616520-26一层框架柱模板262.42m2Kz1=4-0.18=3.82Kz1=4-0.27=3.73Kz1=4-0.20.45-0.20.95=3.72Kz1=4-0.20.45-0.20.95=3.72Kz8=5-0.20.453=4.73Kz1=4-0.20.952-0.20.4=3.54Kz3=(0.36+0.8)22.5-0.20.4-0.20.452=4.24Kz2=(0.3+0.8)22.5-0.27=5.23Kz1=4-0.20.95-0.20.452=3.63Kz3=4.5-0.20.452-0.150.35=4.27Kz1=4-0.20.95-0.20.452=3.63Kz1=4-0.20.45-0.150.45=3.84Kz1=4-0.150.45-0.20.452=3.75Kz1=4-0.20.453=3.73Kz1=4-0.20.452=3.82Kz8=5-0.250.453=4.73Kz1=4-0.20.453=3.73Kz3=4.5-0.20.453=4.23Kz2=5.5-0.20.453=5.23Kz1=4-0.094=3.64Kz3=4.5-0.093=4.23Kz1=4-0.094=3.64Kz5=3-0.240.52=2.76Kz4=6.7522.5-0.20.45-0.20.96-0.9=6.38Kz3=4.5-0.9-0.150.3-0.09=4.275Kz1=4-0.093-0.8=3.65Kz9=5.5-0.150.35-0.20.42=5.29Kz5=3-0.240.52=2.76Kz4=6.7522.5-0.20.45-0.20.96-0.9=6.38Kz3=4.5-0.20.4-0.092=4.24Kz3=4.5-0.093=4.23Kz1=4-0.094=3.64Kz1=4-.0093=3.73Kz3=4.5-0.093=4.23Kz2=5.5-0.093=5.23Kz1=4-0.36=3.64Kz1=4-0.093=3.73Kz1=4-0.093=3.73Kz1=4-0.094=3.64Kz1=4-0.094=3.645-13一层框架柱混凝土27.55mKz1=0.40.4272.5=10.8Kz2=0.30.842.5=2.4Kz3=0.60.3162.5=7.2Kz4=1.00.3542.5=3.5Kz5=0.30.342.5=0.9Kz8=0.50.522.5=1.25Kz9=0.50.622.5=1.54-1一层框架梁钢筋8215.966kg571+2178.8+4019.6+324.766+1121.8=18571kg(2.6-0.2)2+(8.5-0.2-0.4)2+(2.6-0.4)2+(9.4-0.3-0.42)2+(3.9-0.3-04)4+（5.7-5）4+（6-1）4+(3.9-0.2）4+(8.4-0.3-0.4-0.4)2+(6.3-0.4-0.2)614=162178.8kg(9.4-0.2-0.5-0.3)2+（9.4-0.3-0.2)2+(2.6-0.2)2+(8.5-0.2-0.4)2+(2.6-0.4)2+(9.4-0.3-0.42)2+(3.9-0.3-04)4+（5.7-5）4+（6-1）4+(3.9-0.2）4+(8.4-0.3-0.4-0.4)2+(6.3-0.4-0.2)845=84019.6kg(2.6-0.2)2+(8.5-0.2-0.4)2+(2.6-0.4)2+(9.4-0.3-0.42)2+(3.9-0.3-04)4+（5.7-5）4+（6-1）4+(3.9-0.2）4+(8.4-0.3-0.4-0.4)2554=6324.766kg(2.6+0.4)4+(9.4-0.3-0.42)2+(3.9-0.3-04)4+（5.7+5）4+（5-0.2）4+(3.+3.3）4+(8.4-0.3-0.4-0.4)2+(6.3-0.4-0.2)65.35=141121.8kg(8.5+0.2-0.4)2+(2.6+0.4)4+(9.4-0.3-0.42)2+(3.9-0.3-04)4+（5.7-5）4+（6-1）4+(3.9-0.2）4+(8.4-0.3-0.4-0.4)2+(6.3-0.4-0.2)63020-35一层框架梁模板340.56m2（42.8+(42.8-0.412)+(42.8-0.313-0.4-0.5)+(9.4-0.2-0.5-0.3)2+（9.4-0.3-0.2)2+(2.6-0.2)2+(8.5-0.2-0.4)2+(2.6-0.4)2+(9.4-0.3-0.42)2+(3.9-0.3-04)4+（5.7-5）4+(6-1）4+(3.9-0.2）4+(8.4-0.3-0.4-0.4)2+(6.3-0.4-0.2)8+(6.3-0.4-0.4)2+(8.4-1)（0.2+0.452）20-59一层板模板393.556m26.44+2（13.9+12.09+11.0552+11.36+15.1392）+4.22+(2.88+4.2)2+(5.44+4.32)4+(11.33+13.79)2+18.7645-185一层框架梁混凝土29.012mLX-1=0.20.4542.8=3.852KLX-1=0.2(42.8-0.411-0.6)0.45=3.402KLX-2=0.2(42.8-0.313-0.4-0.5)0.45=3.42KLX-3=2(0.2(9.4-0.2-0.5-0.3)0.45)=1.512KLX-4=2(0.2（9.4-0.3-0.2)0.45)=1.602KLX-5=2(0.2(2.6-0.2)0.45)=0.432KLX-6=2(0.2(8.5-0.2-0.4)0.45)=1.422KLX-7=2(0.2(2.6-0.4)0.45)=0.396KLX-8=2(0.2(9.4-0.3-0.42)0.45)=1.494kly-2=4(0.2(3.9-0.3-0.4)0.45)=1.152kly-4=4（0.2（5.7-5）0.45）=0.252kly-5=4（0.2（6-1）0.45）=1.8LY-1=4(0.2(3.9-0.2)0.4)=1.184KLY-1=2(0.2(8.4-0.3-0.4-0.4)0.45)=1.314KLY-3=8(0.2(6.3-0.4-0.2)0.45)=4.104KLY-6=2(0.2(6.3-0.4-0.4)0.4)=0.88KLY-7=0.2(8.4-1)0.45=0.6665-199一层板混凝土47.23mLB3=41.640.1=2.56LB4=2（13.9+12.09+11.0552+11.36+15.1392）0.12=21.54LB5=4.220.1=0.84LB6=(2.88+4.2)20.1=1.416LB7=(5.44+4.32)40.12=4.68LB1=(11.33+13.79)0.122=6.03LB2=18.7640.12=94-1一层板钢筋=85345.16kg(42.8-0.313-0.4-0.5)+(9.4-0.2-0.5-0.3)2+（9.4-0.3-0.2)2+(2.6-0.2)2+(8.5-0.2-0.4)2+(2.6-0.4)2+(9.4-0.3-0.42)2+(3.9-0.3-04)4+（5.7-5）4+（6-1）4+(3.9-0.2）4+(8.4-0.3-0.4-0.4)2+(6.3-0.4-0.2)8+(6.3-0.4-0.4)2+(8.4-1)5771.219-1一层脚手架151.032m2单排脚手架=（0.44+0.36）2.814+（0.3+0.8）2+0.36）42.5+（0.3+0.6）2+0.36）2.59装饰工程3-6加气砼砌块139.01m112.89+22.24+3.88=139.01墙厚=240112.89m（42.94+（8.4+3.9+0.9）2+8.54+1.542.62-0.41.40.34）（2.5-0.12）-1212-1.52.42-0.91.12-2.722-3.422-2.124）0.24墙厚=18022.24m（42.2-0.3120.4+1.84+1+（5.64+3.94+5.96+4.64-0.411-0.64）-（2.5-0.12）-124）0.18墙厚=1003.88m（3.24（2.5-0.12）+（2.2（2.5-0.12）-0.61.8）2）0.1一层门窗洞口112.33m27.2+16.8+21.6+27.2+32+4.32+1.23+1.98=112.3315-10FDM15247.2m21.52.42=7.215-20JLM212016.8m22.124=16.815-20JLM272021.6m22.724=21.615-20JLM342027.2m23.424=27.212-2M102032m21216=3215-10丙FM06184.32m20.61.84=4.3215-3C06111.23m20.561.12=1.2315-3C09111.98m20.91.12=1.9812-11一层楼地面装饰514.35m2384.15+35+95.2自行车库384.15m2（19.407+9.28+5.92+20.56+24.4+16.47）4楼梯间35m217.52储藏室95.2m223.84一层墙柱面装饰1200.472m2959.616+148.512+92.344自行车库959.616m2（20.6+12.2+10.6+19.6+20.2+17.6）（2.5-0.12）4储藏室148.512m215.64（2.5-0.12）楼梯间92.344m219.42（2.5-0.12）一层砌筑脚手架708.14m2331.31+376.8319-2双排脚手架331.31m2125.0222.6519-1里脚手架376.83m2（42.2+1.84+1+5.64+3.94+5.96+4.64）2.6519-7满堂脚手架（层高大于3.6米采用）878.22m23.412.321表3-2 工程量计算书(电算）项目编码项目名称工程量单位计算公式2-121C10商品砼泵送无筋垫层C1530.016m3JC-1=1.440.14=0.576JC-2=40.14=1.6JC-3=4.840.16=2.904JC-4=5.760.14=2.304JC-5=7.840.19=7.056JC-6=(7.9+0.12)(2.8+0.12)0.12=4.86JC-7=(4.9+0.12)(2.9+0.12)0.12=3.162JC-8=(2.6+0.12)(4.5+0.12)0.14=5.264JC-9=(2.3+0.12)(4.4+0.12)0.1=1.15JC-10=(2.8+0.12)(1.7+0.12)0.12=1.143-6M5加气砼砌块350.12m31层：0.12.50.45-0.025-0.013-0.0012=0.1470.12.52.6-0.05-0.05-0.077-0.2162=0.5140.12.53.4-0.05-0.0384=3.042层：0.12.82.35-0.056-0.086-0.003-0.168-0.003=0.342=0.680.12.80.45-0.028-0.013-0.001=0.082 =0.168250.12.82.35-0.056-0.095-0.001-0.168-0.002=0.342 =0.670.12.82.27-0.034-0.056-0.023=0.522 =1.040.12.84.5-0.056-0.056-0.185=0.96350.12.82.6-0.056-0.056-0.077=0.542 =1.070.12.85.2-0.112-0.216-0.628=0.504 =23层：0.12.82.35-0.056-0.086-0.003-0.168-0.003=0.342 =0.680.12.80.45-0.028-0.013-0.001=0.082 =0.160.12.82.35-0.056-0.095-0.001-0.168-0.002=0.342 =0.670.12.82.27-0.034-0.056-0.023=0.522 =1.040.12.84.5-0.056-0.056-0.185=0.960.12.82.6-0.056-0.056-0.077=0.542 =1.070.12.85.2-0.112-0.216-0.628=0.504 =26层：0.12.82.35-0.056-0.072-0.007-0.168-0.002=0.354=1.410.12.80.45-0.028-0.013-0.001=0.082 =0.160.12.82.27-0.034-0.056-0.088=0.462 =0.910.12.84.5-0.056-0.056-0.185=0.960.12.82.6-0.056-0.056-0.077=0.542 =1.070.12.85.2-0.112-0.192-0.628=0.524 =2.097层：0.13.0790.45-0.03-0.001-0.005=0.102 =0.200.13.1932.6-0.064-0.061-0.031=0.672 =1.34砖内墙1层：0.242.58.44-0.55-0.655-0.238=3.622 =7.240.242.53.9-0.35-0.288=1.702 =3.40.242.51.38=0.834 =3.310.242.53.9-0.15-0.322-0.001-0.005=1.860.242.53.9-0.15-0.322-0.005=1.860.242.542.84-3.847-15.744=6.110.242.50.9-0.2-0.045=0.292 =0.590.242.51.76-0.2-0.126-0.296=0.430.242.58.62-0.525-0.679-1.44=2.533 =7.580.242.58.62-0.525-0.68-1.44=2.520.242.52.64-0.864=0.722 =1.442层：0.242.86.64-0.56-0.504-0.302=3.102 =6.190.242.84.02-0.448-0.288-0.003=1.962 =3.920.242.80.58-0.314-0.003=0.074 =0.290.242.84.02-0.168-0.324-0.002-0.014=2.192 =4.380.242.842.84-2.8-3.402-5.299-2.016-2.938-0.067-0.026=12.240.242.80.78-0.168-0.041=0.312 =0.620.242.81.52-0.224-0.101-0.376=0.320.242.82.8-0.269-0.216-0.04=1.362 =2.710.242.88.54-0.532-0.68-1.512-0.001-0.004=3.012 =6.020.242.88.54-0.532-0.679-1.512-0.001-0.004=3.012 =6.023层：0.22.86.66-0.56-0.482-0.007-0.572=2.112 =4.220.22.83.8-0.39-0.279=1.464 =5.830.22.83.8-0.34-0.001-0.002=1.794 =7.140.22.86.26-0.392-0.5-0.308=2.314 =9.220.22.85.2-0.336-0.414-0.42=1.744 =6.970.22.84.3-0.28-0.304=1.822 =3.650.22.86.66-0.56-0.482-0.007-0.572=2.112 =4.220.22.86.4-0.448-0.504=2.630.22.82.6-0.56-0.128=0.772 =1.540.22.81.5-0.112-0.117-0.378=0.234 =0.930.22.81.35-0.032-0.378-0.007=0.344 =1.360.22.83.2-0.281-0.243-0.378=0.892 =1.780.22.81.7-0.153-0.336=0.464 =1.850.22.83.2-0.113-0.27-0.378=1.032 =2.060.242.86.64-0.56-0.504-0.302=3.102 =6.190.242.84.02-0.448-0.288-0.003=1.962 =3.920.242.80.58-0.314=0.084 =0.30.242.84.02-0.168-0.324-0.002-0.014=2.192 =4.390.242.842.84-2.8-3.402-5.299-2.016-2.938-0.067-0.026=12.240.242.80.78-0.168-0.041=0.312 =0.630.242.81.52-0.224-0.101-0.376=0.320.242.82.8-0.269-0.216-0.288=1.112 =2.220.242.88.54-0.532-0.68-1.512=3.022 =6.030.242.88.54-0.532-0.679-1.512=3.022 =6.034层：0.242.86.64-0.56-0.504-0.302=3.102 =6.190.242.84.02-0.448-0.288-0.003=1.962 =3.920.242.80.58-0.314=0.084 =0.30.242.84.02-0.168-0.324-0.002-0.014=2.192 =4.390.242.842.84-2.8-3.402-5.299-2.016-2.938-0.067-0.026=12.240.242.80.78-0.168-0.041=0.312 =0.630.242.81.52-0.224-0.101-0.376=0.320.242.82.8-0.269-0.216-0.288=1.112 =2.220.242.88.54-0.532-0.68-1.512=3.022 =6.035层：0.242.86.64-0.56-0.504-0.302=3.102 =6.190.242.84.02-0.448-0.288-0.003=1.962 =3.920.242.80.58-0.314=0.084 =0.30.242.84.02-0.168-0.324-0.002-0.014=2.192 =4.390.242.842.84-2.8-3.402-5.299-2.016-2.938-0.067-0.026=12.240.242.80.78-0.168-0.041=0.312 =0.630.242.81.52-0.224-0.101-0.376=0.320.242.82.8-0.269-0.216-0.288=1.112 =2.220.242.88.54-0.532-0.68-1.512=3.022 =6.030.242.88.54-0.532-0.679-1.512=3.022 =6.036层：0.242.86.64-0.