工程概预算课程设计(2)

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 ((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)*0.15 4.5*6.2+2.4*1.5 (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)*2 (0.4*0.4)*5.5*2 (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) 单位 数量 15 10-9 踢脚 100㎡ 1.14 16 5-215换 雨棚 10㎡ 3.15 17 5-103 混凝土梁 10m3 6.62 18 19 5-75换 5-123换 混凝土柱 圈(过)梁 10m3 10m3 0.18 2.72 6

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 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)+0.088919*(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*(7.2-0.6*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+0.088919*(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)*(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 (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) 单位 数量 20 5-95换 构造柱 10m3 4.36 21 5-187换 120厚楼板 10m3 8.27 7

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 22 5-183换 23 9-43 (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+100厚楼板 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) ((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砖抹水泥砂浆.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灰外墙面 .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) 10m3 9.15 100m3 10.89 8

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 24 5-95换 25 10-586 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)+0.088919*(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*(7.2-0.6*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*(7.2-0.3*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)*(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)*2 10m3 4.36 100㎡ 4.54 9

工程量计算表 表7 序号 定额编号 分部分项工程名称 计算式 单位 数量 26 27 28 29 ((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抹灰面106涂10-598 .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料二遍 .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) ((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+内墙乳胶漆墙10-582 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面 +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*2 ((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+010-586换 板底抹灰顶棚 .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+07-87 散水 .8+3.6+0.4+7*2-0.4+4.5)*0.8 100m3 10.89 100㎡ 49.58 100㎡ 15.30 100㎡ 0.92 10