工程量计算表-河东店中心小学1#教学楼工程.doc

河东店中心小学1#教学楼工程（土建）工程量计算表工程名称：河东店中心小学1#教学楼 共 13 页第 1 页序号项目编码定额子目项目名称工程量计算式计量单位工程数量备注1010101001001平整场地1、土壤类别: 二类土壤36*10.8m2388.82010101003001挖基础土方 1、土壤类别: 二类土壤 2、基础类型: 独立基础 3、挖土深度: 2.7M(0.24*0.16*36-1.3394)+(0.24*0.16*36-1.3286)+(0.24*0.26*36-0.7862)+(0.24*0.11*3-0.0708)+(0.24*0.11*3-0.0739)+(1.9*1.7*2.4)*7+(2.8*2.8*2.4-0.91)+(2.8*2.8*2.4-1.82)*6+(2.8*2.8*2.4-1.526)*2+(2.8*2.8*2.4)*8+(2.7*2*2.4*4-0.6)+(3.1*2.6*2.4-2.08)*2+(3.1*2.6*2.4)*3+(2.9*2.2*2.5-12.96)*3+(2.9*2.2*2.5-13.13)+(3*3*2.5-19.031)+(3*3*2.5-19.246)*6+(3*3*2.5-19.225)*2+(3*3*2.5-18.816)*4+(3*3*2.5-19.0785)*3+(3*3*2.5-19.3526)+(3.3*2.8*2.5-19.784)*2+(3.3*2.8*2.5-19.344)*3+(2.1*1.9*2.5-7.752)*5+(2.1*1.9*2.5-8.0145)+(2.1*1.9*2.5-8.0292)+(6.6*1*2.5-3.9875)+(6.6*1*2.5-5.825)+(6.6*1*2.5-4.3875)+(6.6*1*2.5-4.4925)+(6.6*1*2.5-4.875)+(6.6*1*2.5-4.9875)+(6.6*1*2.5-4.35)+(3*1*2.5-1.25)+(33*0.9*1)m3725.5723010103001001土(石)方回填 1、土质要求: 密实状态 2、密实度要求: 不小于0.943、运输距离: 5KM0.24*36.24*0.5-0.2949-0.1181-(0.456+2.9798)+0.24*36.24*0.5-0.3876-0.0827-(0.3987+2.9798)+2.52*0.24*0.5-0.0518-(0.0587+0.1638)*2+(1.68+1.92)*0.24/2*0.5-0.0389-(0.0443+0.0118+0.1033)+(1.68+1.92)*0.24/2*0.5-0.0566-(0.0443+0.0118+0.0882)*3+(2.76+3.24)*0.24/2*0.5-0.0648-(0.0236+0.2318)*2+(7.07*0.24*0.5-0.8149-0.0118)*2+7.92*0.24*0.5-0.8382-(0.0236+0.0756)+(0.24*36.24*0.5-3.6864)+0.24*36.24*0.5-0.0253-0.0323-(0.013+0.2764+0.0528+0.003+0.201)+(0.24*36.24*1-7.3728)+0.24*36.24*1-0.0576-0.0576-(0.5568+0.12)+6.6*0.8*0.5-0.4267-0.471-(0.0173+1.2319)+(0.8*3*0.5-0.217-0.2403-0.528)+3.9*0.8*0.5-0.2508-0.0675-(0.0173+0.8707)+(6.6*0.8*0.5-0.4267-1.7818-0.312)+6.95*0.8*0.5-0.4153-0.6413-(0.0173+1.2079)*2+6.95*0.8*0.5-0.4153-0.7273-(0.0173+1.1467)+6.95*0.8*0.5-0.4153-0.7425-(0.0173+1.1359)+6.95*0.8*0.5-0.4153-0.6429-(0.0173+1.2067)+(6.6*0.8*0.5-0.8256-0.3906)+(0.8*3*0.5-0.4272-0.1568)+(3.9*0.8*0.5-0.4848-0.056)+(6.6*0.8*0.5-0.8256-1.4672)+(6.95*0.8*0.5-0.8136-0.537)*2+(6.95*0.8*0.5-0.8136-0.6084)+(6.95*0.8*0.5-0.8136-0.621)+(6.95*0.8*0.5-0.8136-0.5384)+(6.6*0.8*1-1.6512-0.7812)+(0.8*3*1-0.8544-0.3136)+(3.9*0.8*1-0.9783-0.1453-0.007)+(6.6*0.8*1-1.6599-2.9257)+(6.95*0.8*1-1.6621-1.0811-0.014)+(6.95*0.8*1-1.6621-1.1105-0.0199)+(6.95*0.8*1-1.6621-1.1819-0.0056)+(6.95*0.8*1-1.6621-1.2071-0.0056)+(6.95*0.8*1-1.6447-1.1153-0.0084)+0.7*33.8*0.5-2.3659-6.5114-(0.0018+1.8938)+(0.7*33.8*0.5-4.1976-0.0514)+ (0.7*33.8*1-8.4144-0.049)m362.1791440305004001挡墙混凝土压顶1、混凝土强度等级: C30(0.2*0.08*36-0.0544)*3m31.5648备注：序号栏依据清单编码分开并填写相应数河东店中心小学1#教学楼工程（土建）工程量计算表工程名称：河东店中心小学1#教学楼 共 13 页第 2 页序号项目编码定额子目项目名称工程量计算式计量单位工程数量备注5010302001001实心砖墙 1、砖品种、规格、强度等级: MU10粘土实心砖 2、墙体类型: 基础墙 3、墙体厚度: 240 4、墙体高度: 0.78M 5、砂浆强度等级、配合比: M10水泥砂浆32.76*0.78*0.24-2.3702-0.2402-0.0657-0.0248m33.43186010302001002实心砖墙 1、砖品种、规格、强度等级: MU10粘土实心砖 2、墙体类型: 基础墙 3、墙体厚度: 360 4、墙体高度: 0.12M 5、砂浆强度等级、配合比: M10水泥砂浆(6.6*0.12*0.36-0.041-0.0069-0.0017)+(6.6*0.12*0.36-0.0367-0.0069-0.0017)+(2.64*0.12*0.36)+(6.6*0.12*0.36-0.0322-0.0069-0.0017)+(6.6*0.12*0.36-0.0367-0.0069-0.0017)+(6.6*0.12*0.36-0.043-0.0069-0.0017)+(6.6*0.12*0.36-0.0549-0.0069-0.0017)+(6.6*0.12*0.36-0.041-0.0069-0.0017)+(32.76*0.12*0.36-0.0622-0.019-0.0181)m33.07977010302001003实心砖墙1、砖品种、规格、强度等级:MU10粘土实心砖2、墙体类型: 基础墙 3、墙体厚度: 240 4、墙体高度: 2.28M 5、砂浆强度等级、配合比: M10水泥砂浆(6.6*2.28*0.24-0.041-0.5558-0.049-0.1112-0.0278)+(2.76*2.28*0.24-0.2318)+(6.78*2.28)*0.24-0.0367-0.0191-0.571-0.0076-0.049-0.1443-0.0361)+(6.78*2.28*0.24-0.0322-0.0382-0.5659-0.0151-0.049-0.1428-0.0318)+(6.78*2.28*0.24-0.0367-0.0382-0.5659-0.0151-0.049-0.1112-0.0278)+(6.78*2.28*0.24-0.0367-0.0382-0.571-0.0151-0.049-0.1428-0.0318)+(6.78*2.28*0.24-0.0494-0.0382-0.571-0.0151-0.0475-0.1428-0.0318)+(6.78*2.28*0.24-0.041-0.0191-0.571-0.0076-0.049-0.1112-0.0278)m321.1768010304001001空心砖墙 1、墙体类型: 外墙 2、墙体厚度: 240 3、空心砖、砌块品种、规格、强度等级: MU10非承重页岩空心砖 4、砂浆强度等级、配合比: M5混合砂浆(3*1.8*0.24)*4+(21*0.75*0.24)+(8.88*0.75*0.24)+(10.2*1.8*0.24)+(10.32*1.2*0.24-0.1642-0.7258)+(9*1.2*0.24-0.0576)+(3*1.2*0.24-0.0576)*2m321.1982 备注：序号栏依据清单编码分开并填写相应数河东店中心小学1#教学楼工程（土建）工程量计算表工程名称：河东店中心小学1#教学楼 共 13 页第 3 页序号项目编码定额子目项目名称工程量计算式计量单位工程数量备注9010304001002空心砖墙 1、墙体类型: 内墙 2、墙体厚度: 240 3、空心砖、砌块品种、规格、强度等级: MU10非承重页岩空心砖 4、砂浆强度等级: M5混合砂浆首层：(7.68*3.6*0.24-0.3473-1.2701-0.2506-0.0626-0.0058)+(2.76*3.6-2.7*0.24-0.265-0.0795)+(2.88*3.6*0.24-0.0418-0.2419-0.2318-0.0518-0.0209)+(6.36*3.6*0.24-0.1409-1.0685-0.167-0.0522)+(3*3.6-2.7-1.8)*0.24-0.0418-0.0067-0.2318-0.1589-0.0274-0.144+(3*3.6-3.24)*0.24-0.2318-0.2074-0.0468-0.1325+(3*3.6-3.24)*0.24-0.2318-0.1037-0.0234-0.14+(6.36*3.6*0.24-0.9158-0.1728-0.0432)+(3*3.6-2.7-1.35)*0.24-0.2318-0.1037-0.0234-0.1382+(3*3.6-3.24)*0.24-0.2318-0.2074-0.0468-0.1325+(3*3.6-3.24)*0.24-0.0418-0.0067-0.2318-0.1589-0.0364-0.1325+(6.36*3.6*0.24-0.1409-1.0685-0.167-0.0522)+(3*3.6*0.24-0.0835-0.252-0.2318-0.1037-0.0209)+(6.36*3.6*0.24-0.1409-1.0685-0.167-0.0522)+(3*3.6-2.7-1.35)*0.24-0.0418-0.0067-0.2318-0.1589-0.0274-0.1296+(3*3.6-3.24)*0.24-0.2318-0.2074-0.0468-0.1325+(2.88*3.6-3.24)*0.24-0.2318-0.1037-0.0234-0.1325+(2.88*3.6-3.24)*0.24-0.3802-0.2342=37.9272第2层：37.9272 第3层：37.9272第4层：(7.68*3.6*0.24-0.3053-1.0886-0.0069)+(2.76*3.6-2.7)*0.24-0.0795+(2.88*3.6*0.24-0.0346-0.2318-0.2318-0.0075)+(6.36*3.6*0.24-0.1166-0.9158)+(3*3.6-2.7-1.8)*0.24-0.0346-0.2318-0.1526+(3*3.6-3.24)*0.24-0.2318-0.1325+(3*3.6-3.24)*0.24-0.14+(6.36*3.6*0.24-0.9158)+(3*3.6-2.7-1.35)*0.24-0.1382+(3*3.6-3.24)*0.24-0.1325+(3*3.6-3.24)*0.24-0.0346-0.2318-0.1325+(6.36*3.6*0.24-0.1166-0.9158)+(3*3.6*0.24-0.0691-0.2318-0.0075)+(6.36*3.6*0.24-0.1166-0.9158)+(3*3.6-2.7-1.35)*0.24-0.0346-0.2318-0.1382+(3*3.6-3.24)*0.24-0.1325+(2.88*3.6-3.24)*0.24-0.1325+(2.88*3.6-3.24)*0.24-0.3802-0.2342=43.4936m3157.275310010304001003空心砖墙 1、墙体类型: 外墙 2、墙体厚度: 240 3、空心砖、砌块品种、规格、强度等级: MU10非承重页岩空心砖 4、砂浆强度等级: M5混合砂浆首层：(0.6*3.6*0.24-0.2851-0.0227-0.0936-0.0234)+(3*3.6-1.35)*0.24-0.252-0.1872-0.0468-0.1152+(0.6*3.6*0.24-0.2851-0.0227-0.0936-0.0234)+(7.8*3.6*0.24-0.2074-1.0886-0.1728-0.0432)+(2.4*3.6*0.24-0.3888-0.1638)+(2.4*3.6*0.24-0.3888-0.1638)+(7.8*3.6*0.24-0.2074-1.0886-0.1728-0.0432)+(3*3.6-3.24)*0.24-0.4147-0.2419-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(9*3.6-5.4-5.94)*0.24-0.9331-0.7488-0.3859+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(2.88*3.6-2.7-1.35)*0.24-0.2074-0.2419-0.1221+(0.6*3.6*0.24-0.2851-0.0227-0.0936-0.0234)+(3*3.6-1.35)*0.24-0.252-0.1872-0.0468-0.1152+(0.6*3.6*0.24-0.2851-0.0227-0.0936-0.0234)+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221=37.1341m3150.046 备注：序号栏依据清单编码分开并填写相应数河东店中心小学1#教学楼工程（土建）工程量计算表工程名称：河东店中心小学1#教学楼 共 13 页第 4 页序号项目编码定额子目项目名称工程量计算式计量单位工程数量备注第2层：(0.6*3.6*0.24-0.2851-0.0194-0.095-0.0238)+(3*3.6-1.35)*0.24-0.216-0.1901-0.0475-0.1152+(0.6*3.6*0.24-0.2851-0.0194-0.095-0.0238)+(7.8*3.6*0.24-0.2074-1.0886-0.1728-0.0432)+(2.4*3.6*0.24-0.3888-0.1638)+(2.4*3.6*0.24-0.3888-0.1638)+(7.8*3.6*0.24-0.2074-1.0886-0.1728-0.0432)+(3*3.6-3.24)*0.24-0.4147-0.2419-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(9*3.6-5.4-5.94)*0.24-0.9331-0.7488-0.3859+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(2.88*3.6-2.7-1.35)*0.24-0.2074-0.2419-0.1221+(0.6*3.6*0.24-0.2851-0.0194-0.095-0.0238)+(3*3.6-1.35)*0.24-0.216-0.1901-0.0475-0.1152+(0.6*3.6*0.24-0.2851-0.0194-0.095-0.0238)+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221=37.2045第3层：37.2045第4层：(0.6*3.6*0.24-0.2851-0.0227)+(3*3.6-1.35)*0.24-0.252-0.1152+(0.6*3.6*0.24-0.2851-0.0227)+(7.8*3.6*0.24-0.2074-1.0886)+(2.4*3.6*0.24-0.3888-0.1638)+(2.4*3.6*0.24-0.3888-0.1638)+(7.8*3.6*0.24-0.2074-1.0886)+(3*3.6-3.24)*0.24-0.4147-0.2419-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3*3.6-3.24)*0.24-0.2765-0.2573-0.1325+(9*3.6-5.4-5.94)*0.24-0.9331-0.7488-0.3859+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221+(3*3.6-3.24)*0.24-0.3456-0.2496-0.1325+(2.88*3.6-2.7-1.35)*0.24-0.2074-0.2419-0.1221+(0.6*3.6*0.24-0.2851-0.0227)+(3*3.6-1.35)*0.24-0.252-0.1152+(0.6*3.6*0.24-0.2851-0.0227)+(3.12*3.6-2.7-1.35)*0.24-0.4147-0.2419-0.1221=38.502111010401001001带形基础1、混凝土强度等级: C302、砂浆强度等级: M10水泥砂浆(0.8*0.3*6.6-0.3348)+(0.8*0.3*3-0.192)+(0.8*0.3*3.9-0.048)+(0.8*0.3*6.6-0.384-0.888)+(0.8*0.3*6.6-0.3588)+(0.8*0.3*6.6-0.3588)+(0.8*0.3*6.6-0.42)+(0.8*0.3*6.6-0.4308)+(0.8*0.3*6.6-0.36)+(0.7*0.3*33)m315.898812010401002001独立基础1、混凝土强度等级: C302、砂浆强度等级: M10水泥砂浆33m333 备注：序号栏依据清单编码分开并填写相应数河东店中心小学1#教学楼工程（土建）工程量计算表工程名称：河东店中心小学1#教学楼 共 13 页第 5 页序号项目编码定额子目项目名称工程量计算式计量单位工程数量备注13010401006001垫层1、混凝土强度等级: C10素混凝土2、砂浆强度等级: M10水泥砂浆(2.9*2.2*0.1)*3+(3*3*0.1)*13+(3.3*2.8*0.1)*5+(2.1*1.9*0.1)*6+(2.1*1.9*0.1-0.0105)+(3*3*0.1-0.0105)*3+(3*3*0.1-0.0326)+(2.9*2.2*0.1)+(6.6*1*0.1-0.1595)+(3*1*0.1-0.05)+(6.6*1*0.1-0.23)+(6.6*1*0.1-0.1695)*2+33*0.9*0.1+(6.6*1*0.1-0.195)+(6.6*1*0.1-0.1995)+(6.6*1*0.1-0.17)m331.737514010402001001矩形柱 1、柱高度: 1.1M 2、柱截面尺寸: 200*200 3、混凝土强度等级: C30(0.2*0.2*1.1)*18m30.79215010402001002矩形柱 1、柱截面尺寸: 240*350 2、混凝土强度等级: C30(0.24*0.35*1.45)*24+(0.24*0.35*1.2)*8m33.729616010402001003矩形柱 1、柱截面尺寸: 240*240 2、混凝土强度等级: C30基础层：(0.24*0.24*2.7-0.0346-0.0202)*2+(0.24*0.24*2.7-0.0374-0.0202)*2+(0.24*0.24*0.95+0.0085-0.0014-0.0202)+(0.24*0.24*0.95+0.0126-0.0029-0.0202)*3+(0.24*0.24*2.7+0.0295-0.0173-0.0202)*7+(0.24*0.24*2.7+0.0086-0.0173-0.0173-0.0173-0.0058)*5+(0.24*0.24*1.2+0.0086-0.0173-0.0173)=2.1813首层：(0.24*0.24*3.6+0.0468-0.0202)*4+(0.24*0.24*2.15+0.0313-0.0571)+(0.24*0.24*2.15+0.0248-0.0571)*2+(0.24*0.24*2.15+0.0338-0.0571)+(0.24*0.24*3.6+0.0432-0.0346)*3+(0.24*0.24*3.6+0.0418-0.0403)*4+(0.24*0.24*3.6+0.0468-0.0346)*6=4.1186第2层：(0.24*0.24*3.6+0.0475-0.0173)*4+(0.24*0.24*2.15+0.0313-0.0571)+(0.24*0.24*2.15+0.0248-0.0571)*2+(0.24*0.24*2.15+0.0338-0.0571)+(0.24*0.24*3.6+0.0432-0.0346)*3+(0.24*0.24*3.6+0.0418-0.0403)*4+(0.24*0.24*3.6+0.0468-0.0346)*6=4.133第3层：4.133m314.565417010402001004矩形柱 1、柱高度: 3.6M 2、柱截面尺寸: 400*450 3、混凝土强度等级: C30基础层：(0.4*0.45*2.7-0.108-0.056)*4+(0.4*0.45*2.7-0.108-0.0384)*18+(0.4*0.45*2.7-0.117-0.056)*2+(0.4*0.45*2.7-0.117-0.0384)*2=8.679首层：(0.4*0.45*3.6)*26=16.848第2层：16.848第3层：16.848第4层：16.848屋架：(0.4*0.45*2.1)*8+(0.4*0.45*1.5)*6=4.644m380.7148 备注：序号栏依据清单编码分开并填写相应数河东店中心小学1#教学楼工程（土建）工程量计算表工程名称：河东店中心小学1#教学楼 共 13 页第 6 页序号项目编码定额子目项目名称工程量计算式计量单位工程数量备注18010402001005矩形柱 1、柱高度: 3.6M 2、柱截面尺寸: 400*400 3、混凝土强度等级: C30(0.4*0.4*2.7-0.128-0.048)*2+(0.4*0.4*2.7-0.096-0.048)*4+(0.4*0.4*2.7-0.096-0.0056-0.0456)+(0.4*0.4*3.6)*28m318.076819010403001001基础梁 1、梁底标高: -0.360 2、梁截面: 240*300 3、混凝土强度等级: C302.376-0.0864m32.289620010403001002基础梁 1、梁底标高: -0.410 2、梁截面: 240*350 3、混凝土强度等级: C30(0.2016-0.0202)*2+(0.1512-0.0202)*4+0.252*2+(0.5544-0.0101)*2+(0.252-0.0202)+(0.5645-0.0101)*2+(0.5544-0.0101)*2+(0.6552-0.0202)m35.544121010403001003基础梁 1、梁底标高: -0.560 2、梁截面: 240*500 3、混凝土强度等级: C304.3488-0.0475m34.301322010403001004基础梁 1、梁底标高: -0.460 2、梁截面: 240*400 3、混凝土强度等级: C303.479*2m36.958123010403002001矩形梁 1、梁截面: 150*200 2、混凝土强度等级: C30(0.15*0.2*6.08-0.0144)*5m30.8424010403002002矩形梁 1、梁截面: 240*400 2、混凝土强度等级: C30(0.24*0.4*36-0.4762)+ (0.24*0.4*36-0.4762)+ (0.24*0.4*3-0.023)*3+ (0.24*0.4*36-0.4762)*2+ (0.24*0.4*8.04-0.0461)*7m329.713725010403002003矩形梁 1、梁截面: 240*300 2、混凝土强度等级: C30(0.24*0.3*0.6-0.0238)*4+ (0.24*0.3*3)*2*2+ (0.24*0.3*9.16-0.0979)*2+ (0.24*0.3*6.08-0.0691)*2m32.880126010403002004矩形梁 1、梁底标高: 16.000 2、梁截面: 150*200 3、混凝土强度等级: C30(0.15*0.2*9.08-0.0192)*5m31.266 备注：序号栏依据清单编码分开并填写相应数河东店中心小学1#教学楼工程（土建）工程量计算表工程名称：河东店中心小学1#教学楼 共 13 页第 7 页序号项目编码定额子目项目名称工程量计算式计量单位工程数量备注27010403002005矩形梁 1、梁截面: 240*350 2、混凝土强度等级: C30(0.24*0.35*33-0.2218)+(0.24*0.35*0.6-0.0277)*4+(0.24*0.35*3)*2+(0.24*0.35*2.4-0.0378)*10+(0.24*0.35*33-0.2218)+(0.24*0.35*2.4-0.0378)*10*2+(0.24*0.35*0.6-0.0277)*4+(0.24*0.35*3)*2+(0.24*0.35*9-0.0605)+(0.24*0.35*2.4-0.0378)*10+(0.24*0.35*3-0.0202)*2m316.551328010403002006矩形梁 1、梁截面: 240*500 2、混凝土强度等级: C30(0.24*0.5*36.24-0.336-0.0288)+(0.24*0.5*36.24-0.336-0.0576)*3m315.849629 010403002007矩形梁 1、梁截面: 240*600 2、混凝土强度等级: C30(0.24*0.6*8.04-0.0691)*6+(0.24*0.6*10.44-0.1339)*2+(0.24*0.6*10.44-0.0994)+(0.24*0.6*8.04-0.0691)*6+(0.24*0.6*10.44-0.1339)+(0.24*0.6*10.44-0.0994)*2*2+(0.24*0.6*8.04-0.0691)*7+(0.24*0.6*10.44-0.1339)+(0.24*0.6*10.44-0.0994)m342.486430010403002008矩形梁 1、梁截面: 240*700 2、混凝土强度等级: C30(0.24*0.7*8.04-0.0806)*4*3+(0.24*0.6*8.04-0.0691)*3+(0.24*0.6*10.44-0.0994)m319.91131010405003001平板 1、板厚度: 100 2、混凝土强度等级: C30(3*1.02*0.1-0.0185-0.0293-0.0756)+(3*2.7*0.1-0.0067-0.0912-0.0331)+(6.6*3*0.1-0.0058-0.1858-0.0331)*9+(3*1.02*0.1-0.0185-0.0293-0.0756)+(3*0.9*0.1-0.0029-0.1181)*2+(3*2.4*0.1-0.0192-0.1097)*4+(3*2.4*0.1-0.0218-0.1087)+(3*2.4*0.1-0.0156-0.1116)*5+(3*2.4*0.1-0.0094-0.1145)*2+(2.22*0.72*0.1-0.0054-0.013)+(3*2.22*0.1-0.0144-0.0902-0.0378)*2+(3*2.22*0.1-0.018-0.0883-0.0331)*6+(3*1.2*0.1-0.0067-0.0552-0.0331)+(3*2.22*0.1-0.0216-0.0864-0.0331)+(2.22*0.72*0.1-0.0054-0.013-0.0047)+(5.1*3*0.1-0.0067-0.1488-0.0331)+(1.8*1.5*0.1-0.0086-0.0065)+(6.6*3*0.1-0.0058-0.1858-0.0331)*9+(3*1.68*0.1-0.018-0.0883-0.0331)*6+(3*1.68*0.1-0.0144-0.0902-0.0349)*2+(3*2.4*0.1-0.0192-0.091)*2+(3*2.4*0.1-0.0094-0.0958)*2+(3*2.4*0.1-0.0156-0.0929)*2+(3*2.4*0.1-0.0156-0.1022)*2+(5.1*3*0.1-0.0067-0.1488-0.0331)+(3*0.6*0.1-0.0185-0.0293-0.0396)+(3*2.7*0.1-0.0067-0.0912-0.0331)+(3*1.2*0.1-0.0067-0.0552-0.0331)+(3*0.6*0.1-0.0185-0.0293-0.0396)+(3*1.68*0.1-0.0144-0.0902-0.0349)+(3.12*1.68*0.1-0.027-0.0994-0.0331)+(3*0.9*0.1-0.0029-0.1181)*2+(3*2.4*0.1-0.0192-0.1003)*2+(3*2.4*0.1-0.0218-0.09)+(3*2.4*0.1-0.0156-0.1116)*2m390.627232010405003002平板 1、板厚度: 110 2、混凝土强度等级: C30(7.8*3*0.11-0.0148-0.264)+(3*0.6*0.11-0.0203-0.0322-0.0436)+(3*1.7*0.11-0.0158-0.0993-0.0387)+(3*1.7*0.11-0.0198-0.0972-0.0364)+(6.6*3*0.11-0.0063-0.2043-0.0364)*2+(6.6*3*0.11-0.0053-0.2054)*3+(6.6*3*0.11-0.0063-0.2043-0.0364*2+(3*1.7*0.11-0.0198-0.0972-0.0364)+(3*1.7*0.11-0.0198-0.0972)*3+(3*1.7*0.11-0.0158-0.0993-0.0387)+(3*1.2*0.11-0.0074-0.0607)+(3*0.6*0.11-0.0203-0.0322-0.0436)+(3*1.7*0.11-0.0158-0.0993-0.0387)+m336.3642 备注：序号栏依据清单编码分开并填写相应数河东店中心小学1#教学楼工程（土建）工程量计算表工程名称：河东店中心小学1#教学楼 共 13 页第 8 页序号项目编码定额子目项目名称工程量计算式计量单位工程数量备注(3*1.7*0.11-0.0198-0.0972)+(3.12*1.7*0.11-0.0297-0.1093)+(6.6*3*0.11-0.0053-0.2054)*2+(3*2.4*0.11-0.0211-0.1206)+(3*2.4*0.11-0.024-0.1196)+(3*2.4*0.11-0.0103-0.1259)+ (3*2.4*0.11-0.0201-0.1217)*3+(3*2.4*0.11-0.0172-0.1228)*5+(3*2.4*0.11-0.0103-0.1259)+(6.6*3*0.11-0.0032-0.2075-0.0364)+(6.6*3*0.11-0.0032-0.2075)33010405006001栏板 1、板厚度: 80 2、混凝土强度等级: C30(0.08*1.1*32.24-0.2063)*3m37.892434010406001001直形楼梯1、混凝土强度等级: C30(11.1852-0.9504)*2*3+(12.51-1.6632)*2m283.102435010407002001散水 1、面层厚度: 水泥砂浆4 2、混凝土强度等级: C30 3、填塞材料种类: 沥青砂浆(11.4*0.9-1.3104)+(36*0.3+21*0.6+9*0.6-4.536)+(11.4*0.9-1.2384)m242.235236010410003001预制混凝土过梁 1、混凝土强度等级: C30(0.0576*2.3)*19+(0.0576*2)*2+(0.0576*1.5)*6+(0.0576*1.03)*5+(0.0576*1.28)*2+(0.0576*1.25)*4+ (0.0576*1.27)*4m316.580437010702001001屋面卷材防水 1、卷材品种、规格: 3厚SBS防水卷材 2、防水层做法: 一毡二油36*10.2m2367.238010803001001保温隔热屋面 1、保温隔热部位: 屋面 2、保温隔热材料品种、规格及厚度: D水泥聚苯板 厚1109.93*1.8+2.85*1.8+21*0.75+10.47*1.8+(10.08*1.2-0.792+1.974-3+2.7585)+3.15*1.876.306539020101002001现浇水磨石楼地面 1、嵌条材料种类、规格: 玻璃条 2、石子种类、规格、颜色: 中8白石子 3、颜料种类、颜色: 彩色水磨石