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1、装订线工程概预算课程设计某浴室建筑工程施工图预算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
2、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:207
3、4.60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。工程量计算表表118序号定额编号1分部分项工程计算式名称建筑面积22.44*44.44-9*5.1+(2.7+5.4)*(7+0.36)/21131*1.9+15
4、7*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.单位数量981.1421-1挖土方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*9.10m125.1831-641-59回填土C10混凝土垫层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
5、.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*1.9125.18*0.610m75.11(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+0.6510m8.90*7.7+(1.06+2.49)*3.3/2)+2*2*2)*0.1(9*2+7*
6、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*53-165-11换砖基础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*0.10m13.7642+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.
7、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)(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
8、.58*0.4)+(7*4-1.2)*(0.10m24.652+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+0.224C25混凝土基础工程量计算表表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
9、.4-0.24)*(3.6-0.24)+14.071003.05810-1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*0.241005.68910-1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)+4.071002.441010-1
10、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*0.241005.68(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)*0.2
11、4*(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+9113-4砌砖墙.9+2.7+7+9.9+5.4)*0.24*(12.3-11.52)/2+11.52-10.8)-(9-0.36)*7.2-(0.610m50.84*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*
12、2+1.8*8+1.8*1.4*12+2.43*3.3*4+2.9*2)*0.24123-5砌1/2砖墙(4.38+7.08*4)*0.12*2+1.92*0.12*2*5)*210m2.03135-207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*1.15108.02145-215换雨棚4.5*6.2+2.4*1.5103.15工程量计算表表3计算式单位数量(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-
13、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.序号定额编号分部分项工程名称1510-9踢
14、脚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*21001.14)*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+2.4-1-0.24-0.1
15、2*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)*0.15165-215换雨棚4.5*6.2+2.4*1.5103.15175-103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
16、.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*10m6.620.7)*(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)*2185-75换混凝土柱(0.4*0.4)*5.5*210m0.18195-123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+
17、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)+(0.10m2.7228*0.3)*(22.2+44.2+22.2+7*3+3.6)工程量计算表表4名称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-
18、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)+0.088919*(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*(
19、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*0.210m4.364*(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*0.2
20、4*(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+0.088919*(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+0.3
21、6*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)/4215-187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
22、-0.12)+(7*4+3.6)*(3.6+3.6-0.24)-(7*4+10m8.270.12)*0.25+(3.6+3.6+2.7-0.12-0.25*2-0.12)*(7-0.36)序号定额编号分部分项工程计算式单位数量工程量计算表表5计算式单位数量(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
23、.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*(
24、7.2序号定额编号分部分项工程名称225-183换239-43100厚楼板砖抹水泥砂浆灰外墙面+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.
25、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)+
26、(7*4+3.6)*(3.6+3.6-0.24)-(7*4+0.12)*0.25)(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.
27、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)10m9.15100m10.89序号定额编号分部分项工程名称工程量计算表表6计算式单位数量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
28、.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)+0.088919*(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
29、.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*0.36245-95换2510-586混凝土构造柱 *(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.
30、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+0.088919*(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)*(
31、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)/4板底抹水泥砂 (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+ 浆顶棚7.2*0.3*3+(2.7+0.8+3.5)*3*0.6)*210m4.361004.
32、54序号定额编号分部分项工程名称抹灰面106涂工程量计算表表7计算式单位数量2610-5982710-582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+1100m10.89.11+5.4+0.3+0.12)*(12.3-7.2)+(2.7+
33、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)(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
34、+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*210049.58+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
35、.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*2(3.6+5.4)*17.46+0.6*7.2*2+(2.7+5.4)*0.6+7.2*0
36、.6*2+(2.7+4.7)*0.6*2+2内墙乳胶漆墙面2810-586换板底抹灰顶棚297-87散水.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)(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)*
37、0.810015.301000.92工程量计算表表8名称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+7.21009.67-0.12+(7-0.24)*2+(6+1.05-0.12)*2+(7.2-0.12)*2+0
38、.24*2+6+1.05-1+2.46+7.2-0.12+3.6-0.24+7.2-0.12)*2*(2-0.15)3110-9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
39、+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+(2.7-01008.27.24-1.5)*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
40、-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*44327-85混凝土坡道1.1*7.5*0.38100.31337-74台阶4.5+0.36+0.81+0.99)*(0.33*3+1.39+1.2+6.6+1.21000.763510-360塑钢推拉窗1.8*1*42+1.5*1.8*9+1.8*
41、1.4*12+1.2*1.4*6+1.2*1.7+1*10.51001.533610-361塑钢平开窗0.6*1.8*8+0.6*0.6*61000.113710-352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*1.61000.333810-358塑钢联门窗1.5*2.9*2-1.1*0.6*21000.07序号定额编号分部分项工程计算式单位数量工程量计算表表9序号定额编号分部分项工程名称计算式单位数量4710-365钢框彩板平开门3.0*3.0*11000.093910-352铝合金门联门窗(6.5*8.64+4.7*3.2+7*3.2)-4
42、-3.21000.86406-132全波弹簧木门3.3*2.9*21000.194110-351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*11000.22426-368半玻木门1.5*2.9+1.0*2.9*31000.13436-367半玻木门1.5*2.9*21000.09446-87加百叶木门1.8*2.9*2+1.0*2.9*31000.19456-77夹板木门0.8*2.9*41000.094610-332铝合金无扇门2.43*3.18*4+2.43*3.3*4-1.47*2.2*81000.37工程预算表定额号分部分项工程名称单位数量其中人机材费用建筑面积981.141-1挖土方10m125.18155.34111.840.000.0043.5019445.491-6回填土10m75.1194.8056.5613.450.0024.797120.241-59C10混凝土垫层10m8.903137.07596.2065.622229.73245.5227924.473-1砖基础10m13.762198.59374.2924.741579.54