工程量计算书工程名称：厂房算量序号计算表达式件11111111构件名称：L10(2)构件位置：(1.9/9)│(-4/D)～(-3.7/C)清单：010405001001有梁板(3.6M以内)(m3)第1跨梁体积=0.2[宽]*0.4[高]*(4.275[长]-0.1[起点扣减]-0.175[终点扣减])-4[长]*0.2[梁宽]*0.13[板厚][扣板]=0.216(m3)第2跨梁体积=0.2[宽]*0.4[高]*(3.575[长]-0.175[起点扣减]-0.15[终点扣减])-3.25[长]*0.2[梁宽]*0.13[板厚][扣板]=0.176AD0250现浇砼有梁板(中砂)C30(m3)第1跨梁体积=0.2[宽]*0.4[高]*(4.275[长]-0.1[起点扣减]-0.175[终点扣减])-4[长]*0.2[梁宽]*0.13[板厚][扣板]=0.216(m3)第2跨梁体积=0.2[宽]*0.4[高]*(3.575[长]-0.175[起点扣减]-0.15[终点扣减])-3.25[长]*0.2[梁宽]*0.13[板厚][扣板]=0.176清单：011203003001现浇混凝土梁模板使用费(m2)第1跨梁模板面积=0.2[宽]*4[净长]+(4[左侧净长]+4[右侧净长])*0.4[高]-(2*4[长]*0.13[板厚])=2.96(m2)第2跨梁模板面积=0.2[宽]*3.25[净长]+(3.25[左侧净长]+3.25[右侧净长])*0.4[高]-(2*3.25[长]*0.13[板厚])=2.405TB0014现浇砼模板安装、拆除矩形梁(m2)第1跨梁模板面积=0.2[宽]*4[净长]+(4[左侧净长]+4[右侧净长])*0.4[高]-(2*4[长]*0.13[板厚])=2.96(m2)第2跨梁模板面积=0.2[宽]*3.25[净长]+(3.25[左侧净长]+3.25[右侧净长])*0.4[高]-(2*3.25[长]*0.13[板厚])=2.405工程量0.2160.1760.2160.1762.962.4052.962.405
