某浴室建筑工程施工图预算

'工程概预算课程设计某浴室建筑工程装订线施工图预算18 《工程概预算课程设计》任务书一、课程设计题目：某浴室建筑工程施工图预算。二、课程设计目的：1、熟悉建筑工程预算定额，掌握单位工程施工图预算的编制依据、编制内容、编制方法和步骤，掌握单位工程预算造价的基本组成。2、培养学生运用工程造价的基本理论和基本知识、合理编制单位工程施工图预算的能力。3、了解单位工程施工图预算在工程建设、施工企业生产经营管理、项目管理中的作用。4、了解工程量清单计价的原理与基本步骤。三、课程设计要求：1、认真、全面的熟悉施工图纸，了解工程的总概况及各种构造方法。2、根据建筑工程预算定额，对照施工图纸，对整个工程进行项目划分，划分成若干个计算子目。3、依据建筑工程预算定额中各个分部工程的说明和工程量计算规则，对各计算子目进行工程量计算，形成工程量计算书。4、根据分部分项工程的工程量，套用建筑预算定额，计算出直接工程费。5、套用现行的费用定额，进行各种取费计算，汇总出工程总造价，并算出主要技术经济指标。6、运用造价信息进行材料价差调整。7、编写工程预算编制说明。四、上交成果：整理出施工图预算书并装订成册，并附工程量计算书。五、参考资料1、全国统一建筑工程基础定额，全国统一建筑工程基础定额工程量计算规则。2、《天津市建筑工程预算基价2008》。3、相关概预算教材。六、课程设计时间：1周。18 编制说明一、工程概况：1.工程名称:河北工业大学新校区学生浴室2.建设地点:河北工业大学北辰校区3.建筑面积:2074.60平方米4.本工程为砖混结构，全现浇楼板。两层局部三层，采用天然地基条形基础。5.本工程结构设计使用年限为50年，建筑结构安全等级为二级，建筑物抗震设防分类为丙类建筑。6.抗震设防烈度为7度(第一组)，设计基本地震加速度值为0.15g，建筑场地类别为III类。二、编制依据:1、全国统一建筑工程基础定额，全国统一建筑工程基础定额工程量计算规则。2、天津市城乡建设管理委员会发布的《天津市建筑工程预算基价》2000年版。3、《建设工程造价管理基础知识》。4、其他相关概预算教材。5、本工程相关建筑、结构施工图纸。18 工程量计算表表1序号定额编号分部分项工程名称计算式单位数量1建筑面积22.44*44.44-9*5.1+(2.7+5.4)*(7+0.36)/2㎡981.1421-1挖土方1131*1.9+157*0.43*1.9-((7.5*3.1+(7.5+3.1)*2)*3+7.5*3.6+(7.5+3.6)*2+0.95*2.1+(0.95+2.1)*2+0.95*5.4+(0.95+5.4)*2+0.45*7.5+(0.45+7.5)*2+(3.1*7.5+(3.1*7.5)*2)*2+2.61*7.5+(2.61+7.5)*2+2*4.55+(2+4.55)*2+0.45*9.65+(0.45*9.65)*2+6.6*4.55+(6.6+4.55)*2+1.2*1.85+(1.2+1.85)*2+1.2*3.01+(1.2+3.01)*2+2*4.55+(2+4.55)*2+(0.86+2.29)*3.1/2+(3.1+2.29+3.38+0.86))*1.9+2*2*1.9+4*2*1.910m³125.1831-6回填土125.18*0.610m³75.1141-59C10混凝土垫层(1130.99+157.03*0.2-(6.8*4.75+1.4*2.05+1.4*3.21+5.44*4.75+0.65*9.85+3.3*7.7*3+3.8*7.7+2.2*4.75+2.81*7.7+3.3*7.7*2+1.15*2.3+1.15*5.6+0.65*7.7+(1.06+2.49)*3.3/2)+2*2*2)*0.110m³8.9053-1砖基础(9*2+7*7+3.6*3+22.2+5.1+7.2+4.5+2.7)*(0.12*0.48+0.68*0.36+0.36*0.3+0.06*0.24)+(9.9*7+2.4*3)*(0.12*0.48+1.06*0.36+0.06*0.24)+9.9*2*(0.12*0.48+1*0.36)+(2.7+5.4)*(0.12*0.48+(1.4-0.18-0.12)*0.36)+7*4*(0.12*0.42+1.1*0.3)+(9+3.6+9.9+2.2)*(0.12*0.48+0.68*0.36+0.36*0.3+0.06*0.24)+(3.6+7.5)*(0.12*0.48+(1.4-0.18-0.12)*0.36)+7*(0.12*0.36+1.1*0.24)+(3.6+4.5++2.7+2.7+7.2+3.6*2)*(0.12*0.48+0.68*0.36+0.36*0.3+0.06*0.24)10m³13.7665-11换C25混凝土基础(7*4+3.6*2+22.2+7*3+3.6-1.59+7.2+9+22.25+2.7*2+4.5-1.2+1.2+1.55*2+5.84)*((0.2+0.4)*0.61+0.58*0.4)+8.1*7*((0.2+0.4)*1.26+0.58*0.4)+9.9*2*((0.2+0.55)*2.01)+(2.7+5.4)*((0.2+0.4)*1.31+0.58*0.4)+(7*4-1.2)*((0.2+0.4)*0.43+2.86*0.4)+(9+3.6-0.9+12.3+3.6+7.5)*((0.2+0.4)*0.91+0.58*0.4)+2.6*((0.2+0.4)*0.68+3.16*0.4)+0.624+0.22410m³24.6518 工程量计算表表2序号定额编号分部分项工程名称计算式单位数量710-1换普通水泥砂浆地面16.33+15.32+60.97*2+30.75+33.48+6.64+9.74+(2.7-0.24)*(2.7-0.24)+(2.7-0.24+5.4-0.24)*(2.7+4.3-0.24)/2+(2.4+5.4-0.24)*(3.6-0.24)+14.07100㎡3.05810-1换水泥砂浆防水地面(2.7+4.3)*(22.44-2.7-0.24)+(7*3)*(22.4-0.24)+(7.2+2.7-0.24)*(3.6-0.24)-4*12-(7.2*0.24)*3-0.36*4.5-2.3*0.12*4-4.36*0.12-7.04*0.12*3-7.18*0.24*3-9.66*0.24100㎡5.68910-1换普通水泥砂浆楼面16.33+15.32+60.97*2+30.75+33.48+6.64+9.74+(2.7-0.24)*(2.7-0.24)+4.07100㎡2.441010-1换水泥砂浆防水楼面(2.7+4.3)*(22.44-2.7-0.24)+(7*3)*(22.4-0.24)+(7.2+2.7-0.24)*(3.6-0.24)-4*12-(7.2*0.24)*3-0.36*4.5-2.3*0.12*4-4.36*0.12-7.04*0.12*3-7.18*0.24*3-9.66*0.24100㎡5.68113-4砌砖墙((17.46-0.24+5.1+44.2+22.2+3.6)+3.6*2+9.9+5.4+7.2+9+5.1+7.2+3.6+7.05*7+9+7*2+2.7+(4.3+2.4)*2*4+2.51)*0.24*7.2+(9.9+2.7+7+9.9+5.4)*0.24*(10.8-7.2)+(3.6+5.4+3.6+17.46-0.24+5.1+44.2+22.2+7*3+3.6)*0.24+(7.2+9.9+2.7+7+9.9+5.4)*0.24*((12.3-11.52)/2+11.52-10.8)-(9-0.36)*7.2-(0.6*0.6*8+10.5+1.2*1.7*6)*0.36-(0.6*1.8*8+1.5*1.8*9+1.8*38+2.9*6+1.2*1.4+1.5*2.9*6+1.8*1.9*6+0.8*2.9*4+3.3*2.9*2+1.5*2.9*2+2.9*2+2.43*3.18*4+0.6*0.6*2+1.8*8+1.8*1.4*12+2.43*3.3*4+2.9*2)*0.2410m³50.84123-5砌1/2砖墙((4.38+7.08*4)*0.12*2+1.92*0.12*2*5)*210m³2.03135-207换整体楼梯((2.7+3.7)*2.1/2+(4.7+5.4)*1.75/2+1.62*2.7*2*1.15)*2+3.6*2.58+2.22*3.6+6*1.7*1.1510㎡8.02145-215换雨棚4.5*6.2+2.4*1.510㎡3.1518 工程量计算表表3序号定额编号分部分项工程名称计算式单位数量1510-9踢脚((7.2*2+2.7-0.12*2-0.24-0.24+3.6+5.4-0.24+(3.6+5.4-0.12-0.12-1-1.5)*2+(3.6-0.12*2)*2+3.6-0.12*2+0.24*2+0.24*2+0.24*2+0.24*2*2+3.6-0.12*2+(3.6-0.12*2-0.8)*2+0.12*2+(7.2+5.1-0.12*2-0.12)*2-1.5+(3.6-0.12*2-1.5)*2+0.24*2+0.24*2+(5.4-3.6-3.3)*2+0.24*2+5.4+3.6+(5.1+7.2-0.12*2-0.12-1.5)*2+0.24*2+(5.4+3.6-0.12*2-0.24*2-1.5)*2+(2.7+4.3-1.8-0.12-0.24)+(2.7-0.12*2)+5.4-0.12*2+7.2-2.7+7.2*2+5.1-1.5-1.5-0.36+(7-0.12*2)*2+(7-0.36-1.8-0.24)+(7-0.36-0.24)+(2.7-0.12*2-1.5)*2+((0.8+0.7+1.8+1+0.12*2)*2+(2.4+0.12*2)*2)*4+(1*6+1.05)*2+0.24*2+7.2-0.24+7.7+(7-0.12*2)+(1*6+1.05-0.12)*2+0.24*4+(7.2-0.12)*4+0.24*2+4.5+5.4-1-0.24+4.5+5.4+2.4-1-0.24-0.12*2+4.5-0.12*2+(3.6-0.12*2)+(3.6-1.5-0.24)*2+0.24*4+7.2-0.12+22.44-0.12*2-0.24*2+3.6-0.12*2)*2-6.6+0.24*2-1.5+0.24*2-0.15*44)*0.15100㎡1.14165-215换雨棚4.5*6.2+2.4*1.510㎡3.15175-103混凝土梁(0.25*0.6)*(7*8+7*8+7*3+7*2+2.7+4.3+7*3+3.6+7*3+(7.2+2.7+4.5+7.2+4.5+2.7)*2)+(0.2*0.4)*(3.6+4.38)+(0.24*0.3)*(2.7*15+2.7*13)+(0.25*0.75)*(5.4+3.6)*2+(0.2*0.3)*(2.7+2.7+0.9+3.6+7.2*3)+(0.24*0.5)*2.7+(0.25*0.7)*(2.7*4+(2.7+4.3)*7)+(0.36*0.5)*2.7+(0.25*0.45)*(6+6)+(0.25*0.7)*(5.4+3.6)+(0.25*0.4)*3.6+(0.25*0.55)*(0.85*2+4.5)*210m³6.62185-75换混凝土柱(0.4*0.4)*5.5*210m³0.18195-123换圈(过)梁(0.36*0.3)*(3.6+2.7+2.7+7.4+5.4+3.6+2.7*2+7.4+5.4+2.7*3+5.4*3+7+7.4)+(0.24*0.3)*(2.7+22.2+44.2+22.2+7.3+3.6+2.7*2+3.6+2.7*2+3.6+2.7)+(0.28*0.3)*(22.2+44.2+22.2+7*3+3.6)10m³2.7218 工程量计算表表4序号定额编号分部分项工程名称计算式单位数量205-95换构造柱0.36*0.24*(7.2-0.3*2)*2+0.24*0.24*(7.2-0.3*2)*4++0.24*0.24*(7.2-0.75*2)+0.24*0.24*(7.2-0.3*2)+0.24*0.24*(7.2-0.6*2)*2+0.24*0.24*(3.54-0.45)+0.24*0.24*(7.2-0.6*2)*3+0.24*0.24*(7.2-0.3*2)*4+0.24*0.24*(7.2-0.6*2)*0.24*0.36*(7.2-0.3-0.5)+0.24*0.24*(7.2-0.6-0.3)+0.*(7.2-0.3*2)+0.36*0.36*(7.2-3.55-0.3)+0.36*0.24*(7.2-3.55-0.3)+0.24*0.36*(7.2-0.3-0.5)+0.24*0.24*(7.2-0.3*2)+0.24*0.24*(7.2-0.3*2)*4+0.18889*(7.2-0.3*2)+0.24*0.36*(7.2-3.55-0.3)+0.24*0.24*(7.2-0.6*2)*2+0.36*0.36*(7.2-0.6*2)+0.24*0.36*(7.2-0.3*2)+0.24*0.36*(7.2-0.6*2)+0.24*0.24*(7.2-0.6*2)+0.24*0.24*(7.2-0.3*2)*6+0.24*0.24*(7.2-0.6*2)*2+0.24*0.36*(7.2-0.6*2)+0.24*0.36*(7.2-0.3*2)+0.24*0.24*(7.2-0.3*2)*6+0.24*0.24*(7.2-0.6*2)*2+0.24*0.36*(7.2-0.6*2)+0.24*0.36*(7.2-0.3*2)+0.24*0.24*(7.2-0.3*2)*6+0.24*0.24*(7.2-0.6*2)*2+0.24*0.24*(7.2-0.6*2)+0.24*0.24*(7.2-0.4-0.3)+0.24*0.36*(7.2-0.6*2)+0.24*0.36*(7.2-0.3*2)*2+0.24*0.24*(7.2-0.3*2)*3+0.24*0.24*(8.2-7.2)*56+0.36*0.24*(8.2-7.2)*5+0.*(11.52-7.2-0.3)+(0.24*0.24*3+0.24*0.36)*(11.52-7.2-0.3)+(0.18889+0.24*0.24*2+0.24*0.36+0.36*0.36)*(12.3-7.2-0.3)+(0.24*0.36*2+0.36*0.36*2)*((11.52+12.3)/2-7.2-0.3)+0.36*0.24*2*(10.8-7.2-0.3)+0.24*0.24*(11.52-7.2-0.3)*2+0.24*0.24*(12.3-7.2-0.3)*3+2*0.24*0.36*(12.3-(12.3-11.52)/410m³4.36215-187换120厚楼板(6.3-0.25)*7.2+(2.7+3.6-0.25)*(2.7+4.5)+(3.6+0.9+2.7-0.125-0.12-0.25)*7*3+7*4*(2.7+0.9+3.6-0.25*1.5-0.12)+(7*4+3.6)*(3.6+3.6-0.24)-(7*4+0.12)*0.25+(3.6+3.6+2.7-0.12-0.25*2-0.12)*(7-0.36)10m³8.2718 工程量计算表表5序号定额编号分部分项工程名称计算式单位数量225-183换100厚楼板(3-0.12)*7.2+(3.3+2.7)*7.2+3.6*(7.2+2.9+2.2-0.2)+(4.5+2.7+2.7-0.24)*(3.6+2.7+3.6+2.7)-(0.25+0.25)*(4.5+2.7)+0.24+(7*3-0.24)*(3.6+0.9+2.7-0.125)-0.25*(7*3-0.24)+(3.6+0.9)*(3.6-0.24)+(2.7-0.125-0.12)*(7-0.24)*8+(2.7-0.24)*(2.4-0.24)*4+((1.5+1.8+1)*0.24)+(2.4-0.24*2)*0.24)*8+(2.7+0.8+2.5-0.2)*(4.38-0.125-0.24)+(2.7+0.8+2.5)*(2.7-0.24)+(3.6+3.6)*(7*3-0.24)-0.24*(7*3-0.24)-(3.6-0.12-0.125)*0.2*6+3.6*(7.2-0.24)+(3.6-0.2-0.24)*(2.7-0.125-0.12)+(3-0.12)*7.2+(3.3+2.7)*7.2+3.6*(7.2+2.9+2.2-0.2)+(4.5+2.7+2.7-0.24)*(3.6+2.7+3.6+2.7)-(0.25+0.25)*(4.5+2.7)+0.24+(7*3-0.24)*(3.6+0.9+2.7-0.125)-0.25*(7*3-0.24)+(3.6+0.9)*(3.6-0.24)+(2.7-0.125-0.12)*(7-0.24)*7+(2.7-0.24)*(2.4-0.24)*4+((1.5+1.8+1)*0.24)+(2.4-0.24*2)*0.24*8+(3.6+3.6)*(7*3-0.24)-0.24*(7*3-0.24)-(3.6-0.12-0.125)*0.2*6+3.6*(7.2-0.24)+(3.6-0.2-0.24)*(2.7-0.125-0.12)+(2.7+0.8+3.5)*(4.5+2.7-7*0.25)+(2.7+0.8+3.5-0.25*4)*(2.7-0.24)+(2.7-0.24+5.4-0.24)*(2.7+0.8+3.5-0.36)/2-((6.3-0.25)*7.2+(2.7+3.6-0.25)*(2.7+4.5)+(3.6+0.9+2.7-0.125-0.12-0.25)*7*3+7*4*(2.7+0.9+3.6-0.25*1.5-0.12)+(7*4+3.6)*(3.6+3.6-0.24)-(7*4+0.12)*0.25)10m³9.15239-43砖抹水泥砂浆灰外墙面((44.44+22.44)*2-(7+0.24+0.12)+5.4+0.3+7.87+2.7-(5.4+3.6-0.36))*(7.2-0.2)+((44.44+22.44)*2-(7+1.24+0.12))*(8.2-7.2)+(2.7+1.11+1.2+2.04+1.2+2.04+1.2+1.11+0.3+0.12)*(11.52-7.2)+(1.11+1.2+2.04+1.2+2.04+1.2+1.11+5.4+0.3+0.12)*(12.3-7.2)+(2.7+4.3+0.36+7.87)*(11.52+12.3-7.2*2)/2-(0.6*1.8*8+1.5*1.8*9+1.8*1*38+10.5+0.6*0.6*8+6.5*8.64+1.2*1.7*6)100m³10.8918 工程量计算表表6序号定额编号分部分项工程名称计算式单位数量245-95换混凝土构造柱0.36*0.24*(7.2-0.3*2)*2+0.24*0.24*(7.2-0.3*2)*4+0.24*0.24*(7.2-0.75*2)+0.24*0.24*(7.2-0.3*2)+0.24*0.24*(7.2-0.6*2)*2+0.24*0.24*(3.54-0.45)+0.24*0.24*(7.2-0.6*2)*3+0.24*0.24*(7.2-0.3*2)*4+0.24*0.24*(7.2-0.6*2)*0.24*0.36*(7.2-0.3-0.5)+0.24*0.24*(7.2-0.6-0.3)+0.*(7.2-0.3*2)+0.36*0.36*(7.2-3.55-0.3)+0.36*0.24*(7.2-3.55-0.3)+0.24*0.36*(7.2-0.3-0.5)+0.24*0.24*(7.2-0.3*2)+0.24*0.24*(7.2-0.3*2)*4+0.18889*(7.2-0.3*2)+0.24*0.36*(7.2-3.55-0.3)+0.24*0.24*(7.2-0.6*2)*2+0.36*0.36*(7.2-0.6*2)+0.24*0.36*(7.2-0.3*2)+0.24*0.36*(7.2-0.6*2)+0.24*0.24*(7.2-0.6*2)+0.24*0.24*(7.2-0.3*2)*6+0.24*0.24*(7.2-0.6*2)*2+0.24*0.36*(7.2-0.6*2)+0.24*0.36*(7.2-0.3*2)+0.24*0.24*(7.2-0.3*2)*6+0.24*0.24*(7.2-0.6*2)*2+0.24*0.36*(7.2-0.6*2)+0.24*0.36*(7.2-0.3*2)+0.24*0.24*(7.2-0.3*2)*6+0.24*0.24*(7.2-0.6*2)*2+0.24*0.24*(7.2-0.6*2)+0.24*0.24*(7.2-0.4-0.3)+0.24*0.36*(7.2-0.6*2)+0.24*0.36*(7.2-0.3*2)*2+0.24*0.24*(7.2-0.3*2)*3+0.24*0.24*(8.2-7.2)*56+0.36*0.24*(8.2-7.2)*5+0.*(11.52-7.2-0.3)+(0.24*0.24*3+0.24*0.36)*(11.52-7.2-0.3)+(0.18889+0.24*0.24*2+0.24*0.36+0.36*0.36)*(12.3-7.2-0.3)+(0.24*0.36*2+0.36*0.36*2)*((11.52+12.3)/2-7.2-0.3)+0.36*0.24*2*(10.8-7.2-0.3)+0.24*0.24*(11.52-7.2-0.3)*2+0.24*0.24*(12.3-7.2-0.3)*3+2*0.24*0.36*(12.3-(12.3-11.52)/410m³4.362510-586板底抹水泥砂浆顶棚(2.7+0.8+2.5)*(7.2-2.7)+(3.6*2-2.7)*0.4*2+((2.7+0.8+3.5)*3+3.6)*7.2+7.2*0.3*3+(2.7+0.8+3.5)*3*0.6)*2100㎡4.54工程量计算表表718 序号定额编号分部分项工程名称计算式单位数量2610-598抹灰面106涂料二遍((44.44+22.44)*2-(7+0.24+0.12)+5.4+0.3+7.87+2.7-(5.4+3.6-0.36))*(7.2-0.2)+((44.44+22.44)*2-(7+1.24+0.12))*(8.2-7.2)+(2.7+1.11+1.2+2.04+1.2+2.04+1.2+1.11+0.3+0.12)*(11.52-7.2)+(1.11+1.2+2.04+1.2+2.04+1.2+1.11+5.4+0.3+0.12)*(12.3-7.2)+(2.7+4.3+0.36+7.87)*(11.52+12.3-7.2*2)/2-(0.6*1.8*8+1.5*1.8*9+1.8*1*38+10.5+0.6*0.6*8+6.5*8.64+1.2*1.7*6)100m³10.892710-582内墙乳胶漆墙面((7.2*2+2.7-0.36-0.72)+3.6+5.4-0.24+3.6+5.4-0.24+3.6+5.4-0.24-0.36+(3.6-0.12*2)*2+3.6-0.12*2+5.4+3.6-0.36+(5.4+3.6-0.36)*2+(2.7+7.2-0.24*2)*2+7.2-0.24+(5.1+7.2-0.12*3)*2+3.6-0.24+(3.6-0.24)*4+5.1+7.2*2+2.7*2-0.24*2+7.2+5.4-0.24+2.7+4.3-0.36+(2.7-0.24)*3+(4.3-0.36)*2+2.7+4.3-4.36+1.275+1*2+1.105+6+1.05+(0.8+0.7+2.8+0.24)*6+(2.4+0.24)*6+(6+1.05)*2+1.275+2+1.105+2.7-0.12+1.05+6+(6+1.05)*2+(1.05+6)*2+6+1.05*2+5.4+(1.5+1.8+1.12)*2+2.4+0.24+3.6-0.24+(4.5-0.24)*2+(3.6-0.24)*2+(2.7+5.4-0.24)*2+(3.6-0.12)*2+(1.05+6-0.12)*2+3.6-0.24)*2*7-(1.0*2.9*6+1.5*2.9*5+1.8*2.9*2+0.8*2.9*4+1.0*2.9*2+1.5*2.9*2+2.43*3.3+1.8*1.4*6+1.0*2.9*3+1.2*.14+3.3*2.9+8*1.8*1)*2-0.6*0.6*4-1.0*10.5-1.8*1*38-1.5*1.8*9-0.6*1.8*8-4*6.5*8.64-1.5*2.9-0.6*0.6*4-6*1.2*1.4-4.7*3.2*2100㎡49.582810-586换板底抹灰顶棚((3.6+5.4)*17.46+0.6*7.2*2+(2.7+5.4)*0.6+7.2*0.6*2+(2.7+4.7)*0.6*2+2.7*0.6+3.6*22.2+(5.4*2+2.7)*(2.7+0.8+2.5)/2+(4.5+5.4+2.4+1.605+0.8+0.24)*(7*4+3.6)-(0.8+0.7+1.8+1)*2.4*4+7*4*0.6*2+(2.7+0.9+3.6)*0.3*2)*2-3.6*(2.4+2.7+2.7)100㎡15.30297-87散水(1.14+0.12+0.8+2.7+7.2*2+0.8+3.6+5.4-0.4+4.5+3.6+7*4+3.6+0.8+22.44+0.8+3.6+0.4+7*2-0.4+4.5)*0.8100㎡0.92工程量计算表表818 序号定额编号分部分项工程名称计算式单位数量3010-205换釉面砖内墙裙((3.6-0.24)*2+5.1+7.2-0.24+5.1+7.2-1.5+5.1+7.2*2+2.7-0.24-1.5+0.48+(7-0.24)*2+6+1.05+0.24+((0.8+0.7+1.8+1)*2+2.4*2+(0.24*4)*2)*4+7.2-2.7+0.48+(7-0.24)*2+(6+1.05)+7.2-0.12+0.24*2+(7-0.24)*2+6+1.05-0.12+7.2-0.12+(7-0.24)*2+(6+1.05-0.12)*2+(7.2-0.12)*2+0.24*2+6+1.05-1+2.46+7.2-0.12+3.6-0.24+7.2-0.12)*2*(2-0.15)100㎡9.673110-9水泥踢脚(7.2+7.2+2.7-0.12*2-0.24-0.24+3.6+5.4-0.24+(3.6+5.4-0.12-0.12-1-1.5)*2+(3.6-0.12-0.12)*2+3.6-0.24+0.48+0.48+0.48*2+3.6-0.24+(3.6-0.24-0.8)*2+0.24+(7.2+5.1-0.24-0.12)*2-1.5+(3.6-0.24-1.5)*2+0.48+0.48+(5.4+3.6-3.3)*2+0.48+5.4+3.6+(5.1+7.2-0.24-0.12-1.5)*2+0.48+(7.2+2.7-0.24-0.48-1.5)*2+(2.7+4.3-1.8-0.12-0.24)+(2.7-0.24)+5.4-0.24+7.2+2.7+7.2*2+5.1-1.5-1.5-0.36+(7-0.24)*2+(7-0.36-0.18-0.24)+7-0.36-0.24+(2.7-0.24-1.5)*2+((0.8+0.7+1.8+1+0.24)*2+(2.4+0.24)*2)*4+(6+1.05)*2+0.48+7.2-0.24+7.2+(7-0.24)*2+(6+1.05-0.12)*2+0.24*4+(7.2-0.12)*4+0.24*2+4.5+5.4-1-0.24+4.5+5.4+2.4-1-0.24-0.12-0.12+4.5-0.24+(3.6-0.24)*2+(3.6-1.5-0.24)*2+0.24*4+7.2-0.12+22.44-0.12*2-0.24-0.24+3.6-0.24)*2-6.6+0.48-1.5+0.48-0.15*44100㎡8.27327-85混凝土坡道1.1*7.5*0.3810㎡0.31337-74台阶4.5+0.36+0.81+0.99)*(0.33*3+1.39+1.2+6.6+1.2100㎡0.763510-360塑钢推拉窗1.8*1*42+1.5*1.8*9+1.8*1.4*12+1.2*1.4*6+1.2*1.7+1*10.5100㎡1.533610-361塑钢平开窗0.6*1.8*8+0.6*0.6*6100㎡0.113710-352铝合金推拉窗1.8*1.8*2+5.47*2.2+4.57*2.2+1.2*2.2+1.2*1.6100㎡0.333810-358塑钢联门窗1.5*2.9*2-1.1*0.6*2100㎡0.07工程量计算表表918 序号定额编号分部分项工程名称计算式单位数量3910-352铝合金门联门窗(6.5*8.64+4.7*3.2+7*3.2)-4-3.2100㎡0.86406-132全波弹簧木门3.3*2.9*2100㎡0.194110-351铝合金平开门1.5*2.9*2+1.0*2.9*3+1.0*2.1*1+0.9*2.6*1100㎡0.22426-368半玻木门1.5*2.9+1.0*2.9*3100㎡0.13436-367半玻木门1.5*2.9*2100㎡0.09446-87加百叶木门1.8*2.9*2+1.0*2.9*3100㎡0.19456-77夹板木门0.8*2.9*4100㎡0.094610-332铝合金无扇门2.43*3.18*4+2.43*3.3*4-1.47*2.2*8100㎡0.374710-365钢框彩板平开门3.0*3.0*1100㎡0.09工程预算表18 定额号分部分项工程名称单位数量基价/元其中合价/元人机材费用建筑面积㎡981.14————————————1-1挖土方10m³125.18155.34111.840.000.0043.5019445.491-6回填土10m³75.1194.8056.5613.450.0024.797120.241-59C10混凝土垫层10m³8.903137.07596.2065.622229.73245.5227924.473-1砖基础10m³13.762198.59374.2924.741579.54220.0230249.895-11换C25混凝土基础10m³24.654574.42539.92101.073424.04509.39.5110-1换普通水泥砂浆地面100㎡3.054633.901867.59275.541523.36967.4114155.5810-1换水泥砂浆防水地面100㎡5.684633.901867.59275.541523.36967.4126314.2510-1换普通水泥砂浆楼面100㎡2.444633.901867.59275.541523.36967.4111321.6210-1换水泥砂浆防水楼面100㎡5.684633.901867.59275.541523.36967.4126320.553-4砌砖墙10m³50.842389.04482.4644.411576.80285.37.793-5砌1/2砖墙10m³2.032585.51600.1555.201575.19354.975249.6210-9踢脚100㎡1.1415218.369124.8720.551531.894541.0517394.135-207换整体楼梯10㎡8.022463.12562.3666.531328.34505.8919765.405-215换雨棚10㎡3.151479.36335.5741.33799.55302.914659.985-103混凝土梁10m³6.6211885.562235.29334.277260.712055.2978672.425-75换混凝土柱10m³0.1813298.732864.63401.587415.622616.902340.585-95换构造柱10m³4.368429.561595.18174.325234.211425.8536752.885-123换圈（过）梁10m³2.7210302.262219.31196.895931.401954.6628069.545-183换100厚楼板10m³9.1510888.272239.59371.076195.342082.0799627.675-187换120厚楼板10m³8.2711357.022051.52338.257060.901906.3593953.465-95换混凝土构造柱10m³4.368429.561595.18174.325234.211425.8536752.8812-112墙体保温聚苯乙烯泡沫板10m³2.1511975.271690.450.008994.291290.5325745.1918 9-43砖抹水泥砂浆灰外墙面100m³10.891394.01556.8256.15553.93227.1115175.7710-598抹灰面106涂料二遍100m³10.89307.57136.210.00103.6267.743348.3410-582内墙乳胶漆墙面100㎡49.581369.83182.330.001096.8290.6867916.1210-586板底抹水泥砂浆顶棚100㎡4.541400.66202.700.001097.15100.816353.3910-586换板底抹灰顶棚100㎡15.301400.66202.700.001097.15100.8121431.8310-205换釉面砖内墙裙100㎡9.6712679.351106.11103.5110905.12564.61.2210--9水泥踢脚100㎡8.2715218.369124.8720.551531.894541.05.187-87散水100㎡0.923281.72793.1489.162074.63324.793003.437-85混凝土坡道10㎡0.312685.751297.7223.47850.29514.27841.987-74台阶100㎡0.768723.852638.16186.514834.281064.906611.8810-360塑钢推拉窗100㎡1.532841.651157.901.001012.66670.094340.9010-361塑钢平开窗100㎡0.113533.881596.411.001012.66923.81381.6610-352铝合金推拉窗100㎡0.3312840.982489.428.868901.101441.604253.9610-358塑钢联门窗100㎡0.072679.861144.690.87871.87662.43197.7710-352换铝合金门联门窗100㎡0.8612840.982489.428.868901.101441.6011094.616-132全波弹簧木门100㎡0.191897.51172.390.001609.44115.68363.1810-351铝合金平开门100㎡0.2215542.202455.9311.5911652.081422.603394.426-368半玻木门100㎡0.131003.9895.570.00844.2864.13131.026-367半玻木门100㎡0.091677.64819.260.00308.65549.73145.956-87加百叶木门100㎡0.191672.22565.120.00727.90379.20320.066-77夹板木门100㎡0.09352.2732.880.00297.3322.0632.6910-332铝合金无扇门100㎡0.3734909.844916.16613.9826449.282930.4212956.3010-365钢框彩板平开门100㎡0.0929120.872237.25463.2725242.811177.542620.88预算基价汇总表18 序号工程项目预算基价其中人机材费用1建筑面积2挖土方19445.4914000.150.000.005445.343回填土7120.244248.111010.200.001861.934C10混凝土垫层27924.475307.04584.1119847.832185.485砖基础30249.895149.77340.3921732.523027.206C25混凝土基础.5113310.922491.7384414.6012558.257普通水泥砂浆地面14155.585705.09841.724653.542955.238水泥砂浆防水地面26314.2510605.371564.698650.615493.579普通水泥砂浆楼面11321.624562.93673.203721.902363.5910水泥砂浆防水楼面26320.5510607.911565.078652.685494.8911砌砖墙.7924528.272257.8080164.5114508.2112砌1/2砖墙5249.621218.54112.083198.27720.7313踢脚17394.1310429.4523.491750.905190.2814整体楼梯19765.404512.68533.8710659.324059.5315雨棚4659.981057.05130.192518.58954.1716混凝土梁78672.4214795.742212.5948059.8013604.2917混凝土柱2340.58504.1770.681305.15460.5718构造柱36752.886954.98760.0422821.166216.7119圈（过）梁28069.546046.73536.4516160.695325.6720100厚楼板99627.6720492.253395.2956687.3619050.9421120厚楼板93953.4616971.652798.2558412.8515770.7022混凝土构造柱36752.886954.98760.0422821.166216.7123墙体保温聚苯乙烯泡沫板附墙铺贴25745.193634.240.0019336.492774.4618 24砖抹水泥砂浆灰外墙面15175.776061.77611.276030.312472.4125抹灰面106涂料二遍3348.341482.840.001128.05737.4526内墙乳胶漆墙面67916.129039.910.0054380.294495.9127板底抹水泥砂浆顶棚6353.39919.450.004976.67457.2728板底抹灰顶棚21431.833101.560.0016787.761542.5229釉面砖内墙裙.2210693.981000.75.795458.7130水泥踢脚.1875435.30169.8912664.1337540.8631散水3003.43725.8881.601898.70297.2532混凝土坡道841.98406.847.36266.57161.2233台阶6611.881999.48141.363663.94807.1034塑钢推拉窗4340.901768.811.531546.941023.6335塑钢平开窗381.66172.410.11109.3799.7736铝合金推拉窗4253.96824.702.942948.76477.5737塑钢联门窗197.7784.480.0664.3448.8938铝合金门联门窗11094.612150.867.667690.551245.5439全波弹簧木门363.1833.000.00308.0522.1440铝合金平开门3394.42536.382.532544.81310.7041半玻木门131.0212.470.00110.188.3742半玻木门145.9571.280.0026.8547.8343加百叶木门320.06108.160.00139.3272.5844夹板木门32.693.050.0027.592.0545铝合金无扇门12956.301824.56227.879816.281087.5846钢框彩板平开门2620.88201.3541.692271.85105.9818 措施费表序号工程项目计算方法金额1材料二次倒运费　2工程远征费　　3缩短工期措施费　　4封闭施工作业照明费　　5施工环境保护费　　6总承包服务费　　7施工以外业主用工　　8其他　　合计价差表序号工程项目计算方法金额1人工费价差　　2材料费价差　　3机械费价差　　合计18 建筑工程预算费用程序表序号项目名称计算方法金额/元1预算基价合计工程量*基价.702利润⑴*4.5%56672.183施工组织措施费计价第六条4价差计价第八条5合计⑴+⑵+⑶+⑷6含税造价⑸*(1+3.41%)18'