广联达手算综合楼工程量计算书

建建筑筑面面积积计计算算书书 序号项目编码项目名称 计量 单位 同样 件数 计算公式 长 建建筑筑面面积积m2 1.1地下室m2158.8 1.2首层m2 总面积m2158.8 扣除门口一半m20.58.4-0.18 1.32-5层m2 总面积m2458.8 扣除天井m252+4.2+8.43+2=33.4 扣走廊的一半 m22.5（8.44+4.2-0.18)2=75.24 m22.5(7.8-0.25)2=15.1 1.4屋面梯间m214.2-(0.25-0.18)-(0.3-0.18)=4.01 1.5电梯机房m212.6+8.4+0.09*2=11.18 单数量复数量项目特征备注 宽高 6585.78 23.41375.921375.92 1367.66 23.41375.921375.92 2.1-0.09-16.5222-8.26 3761.59 23.41375.925503.68 7.8-0.25=7.55-252.17-1260.85 2.1+0.125-0.09=2.135-160.637-401.59 2.2-0.09=2.11-31.861-79.65 5.7+2.1+0.09=7.8931.638931.64 4.2+0.18=4.3848.968448.97 建建筑筑面面积积计计算算书书 计算公式 清清单单工工程程量量计计算算书书 序号项目编码项目名称 计量 单位 同样 件数 计算公式 长宽 1 10100101 1010001001 1001001平平整整场场地地m2 m2158.823.4 2 2010101010 01 100002 2001001挖挖一一般般土土方方m m3 3 长、宽、高m1 58.8+1+0.3+0.1*2+0.3*2 =60.9 23.4+1.05+1.05+0.1* 2+0.3*2=26.3 下底面面积m2160.926.3 上底面面积m2160.9+0.33*2.7*2=62.682 G8+0.33*2.7*2=28.082 挖土体积m311/3*2.7*(1760.24+1601.67+(1601.67*1760.24) 3 3010101010 01 100003 3001001挖挖沟沟槽槽土土方方m3 沟槽体积m31489.20.3 1轴/A-G JKL1m123.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.25+0.1+0.3)*2 2、4轴/A-G JKL2m223.4-(2.6+0.1*2+0.3*2)*3-(1.3+0.3+0.1+0.3)*2 3轴/A-G JKL3m123.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.25+0.1+0.3)-(0.55+0.25+0.1+0.3) 5轴/A-G JKL4m123.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.3+0.1+0.3)*2-(1.1+0.1*2+0.3*2) 6轴/A-B B-G m123.4-(1.6+0.1+0.3)+(2.6+0.1*2+0.3*2)+(1.1+0.1*2+0.3*2)+(0.85+0.1+0.3)+(5.6+0.1*2+0.3*2) 7轴/A-G JKL7m123.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.3+0.1+0.3)*2-(1.1+0.1*2+0.3*2) 8轴/A-F JKL8m123.4-5.7-(1.3+0.1+0.3)-(1.3+0.3+0.1+0.3)-(1.1+0.1*2+0.3*2)*2 8轴/F-G JKL9m15.7-(1.3+0.3+0.1+0.3)-(1.3+0.1+0.3) 9轴/A-G JKL10m123.4-(2.6+0.1*2+0.3*2)*3-(0.3+0.1+0.3)*2 10轴/A-G JKL11m123.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.25+0.1+0.3)*2 A轴/1-10 JKL12m158.8-(2.6+0.1*2+0.3*2)*3-(0.55+0.25+0.1+0.3)*2-(1.1+0.1*2+0.3*2)*4 2/A轴/5-6 JKL13m18.4-(3.483+0.1+0.3)-(0.15+0.1+0.3) B轴/1-6 JKL14m18.4*4-(3.483+0.1+0.3)-(1.1+0.1*2+0.3*2)*4-(0.3+0.1+0.3) B轴/6-8 JKL15m18.4*2-(2.6+0.1*2+0.3*2)-(0.617+0.1+0.3)-(1.3+0.1+0.3) B轴/8-10 JKL16m18.4-(1.3+0.1+0.3)-(1.1+0.1*2+0.3*2)-(0.3+0.1+0.3) D、F轴/8-10 JKL16m28.4-(0.55+0.1+0.3)-(1.1+0.1*2+0.3*2)-(0.3+0.1+0.3) D轴/1-8 JKL17m158.8-8.4-(2.6+0.1*2+0.3*2)-(0.55+0.1+0.3)-(1.1+0.1*2+0.3*2)*4-(0.3+0.1+0.3)-(0.3+0.1*2+0.3*2) F轴/1-8 JKL18m158.8-8.4-(2.6+0.1*2+0.3*2)*3-(0.55+0.1+0.3)-(1.1+0.1*2+0.3*2)*3-(0.3+0.1+0.3) G轴/1-10 JKL19m158.8-(2.6+0.1*2+0.3*2)*4-(0.55+0.25+0.1+0.3)*2-(1.1+0.1*2+0.3*2)*3 1/A轴/1-5 JL1m18.4*3-(0.3+0.1+0.3)-(0.3+0.1*2+0.3*2)*3-(0.15+0.1+0.3) 1/A轴/6-8 JL2m18.4*2-(0.15+0.1+0.3)-(0.3+0.1*2+0.3*2)-(0.617+0.1+0.3) 1/A轴/8-10 JL3m18.4-(0.15+0.1+0.3)-(0.3+0.1*2+0.3*2)-(0.3+0.1+0.3) 1/C、1/D轴/8-10 JL3m28.4-(0.15+0.1+0.3)-(0.3+0.1*2+0.3*2)-(0.55+0.25+0.1+0.3) 1/C、1/D轴/1-8 JL4m258.8-8.4-(1.3+0.3+0.1+0.3)-(0.3+0.1*2+0.3*2)*6-(0.15+0.1+0.3) 1/F轴/1-7 JL5m18.4*5-(0.3+0.1+0.3)-(0.3+0.1*2+0.3*2)*5-(0.15+0.1+0.3) 1/F轴/7-10 JJL6m18.4*2-(0.3+0.1+0.3)-(0.3+0.1*2+0.3*2)*2-(0.15+0.1+0.3) 4 4010101010 01 100004 4001001挖挖基基坑坑土土方方m3 ZJ1长、宽、高1.1+0.1*2+0.3*21.1+0.120.3*2 下底面面积m211.91.9 上底面面积m211.9+0.33*1.3*2=2.7581.9+0.33*1.3*2=2.758 挖土体积m351/3*1.3*(3.61+7.61+SQRT(3.61*7.61) ZJ2长、宽、高2.6+0.12+0.3*2=3.41.1+0.12+0.3*2=1.9 下底面面积m213.41.9 上底面面积m213.4+0.33*1.3*2=4.2582.758 挖土体积m3261/3*1.3*(6.46+11.74+SQRT(6.46*11.74) ZJ4长、宽、高2.6+0.12+0.3*2=3.42.6+0.12+0.3*2=3.4 下底面面积m213.43.4 上底面面积m213.4+0.33*1.5*2=4.394.39 挖土体积m3131/3*1.5*(11.56+19.27+SQRT(11.56*19.27) ZJ12长、宽、高m315.6+0.12+0.3*2=6.44.1+0.12+0.3*2=4.9 下底面面积m216.44.9 上底面面积m216.4+0.33*3.3*2=8.5784.9+0.33*3.3*2=7.078 挖土体积m311/3*3.3*(31.36+60.72+SQRT(31.36*60.72) 扣除6轴/A-B 梁基坑重复m310.051*1.3*(0.3+0.1+1.3+0.617+0.1+0.3) 5 501010010103 300001 1001001回回填填方方m m3 3 挖土体积m34356.9+430.54+785.36 扣除扣除 地下室m3158.8*23.4*（3.8-1.2） 电梯井m312.85*2.85*（5.3-3.8） 基础梁m31 承台m31 垫层m31 砖胎膜m31 6 601010301010300002 2001001余余方方弃弃置置m m3 3 单数量复数量项目特征 高 1375.92 1375.921375.92 1 二类土 2 就地挖填找平 4356.89 3.8+0.1-1.2=2.7 1 二类土 2 挖土深度2.7m 3 就地挖填找平 1601.671601.67 1760.2361760.24 4356.894356.89 430.5 0.8430.496430.5 1 二类土 2 挖土深度0.8m 3 就地挖填找平 12.712.7 9.218.4 13.4513.45 10.710.7 8.458.45 10.710.7 10.210.2 22 11.811.8 12.712.7 38.638.6 3.9673.97 21.41721.42 10.68310.68 4.14.1 4.859.7 36.6536.65 32.8532.85 37.137.1 20.6520.65 14.13314.13 6.056.05 清清单单工工程程量量计计算算书书 计算公式 G8+0.33*2.7*2=28.082 1/3*2.7*(1760.24+1601.67+(1601.67*1760.24) 23.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.25+0.1+0.3)*2 23.4-(2.6+0.1*2+0.3*2)*3-(1.3+0.3+0.1+0.3)*2 23.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.25+0.1+0.3)-(0.55+0.25+0.1+0.3) 23.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.3+0.1+0.3)*2-(1.1+0.1*2+0.3*2) 23.4-(1.6+0.1+0.3)+(2.6+0.1*2+0.3*2)+(1.1+0.1*2+0.3*2)+(0.85+0.1+0.3)+(5.6+0.1*2+0.3*2) 23.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.3+0.1+0.3)*2-(1.1+0.1*2+0.3*2) 23.4-5.7-(1.3+0.1+0.3)-(1.3+0.3+0.1+0.3)-(1.1+0.1*2+0.3*2)*2 5.7-(1.3+0.3+0.1+0.3)-(1.3+0.1+0.3) 23.4-(2.6+0.1*2+0.3*2)*3-(0.3+0.1+0.3)*2 23.4-(2.6+0.1*2+0.3*2)*2-(1.3+0.25+0.1+0.3)*2 58.8-(2.6+0.1*2+0.3*2)*3-(0.55+0.25+0.1+0.3)*2-(1.1+0.1*2+0.3*2)*4 8.4-(3.483+0.1+0.3)-(0.15+0.1+0.3) 8.4*4-(3.483+0.1+0.3)-(1.1+0.1*2+0.3*2)*4-(0.3+0.1+0.3) 8.4*2-(2.6+0.1*2+0.3*2)-(0.617+0.1+0.3)-(1.3+0.1+0.3) 8.4-(1.3+0.1+0.3)-(1.1+0.1*2+0.3*2)-(0.3+0.1+0.3) 8.4-(0.55+0.1+0.3)-(1.1+0.1*2+0.3*2)-(0.3+0.1+0.3) 58.8-8.4-(2.6+0.1*2+0.3*2)-(0.55+0.1+0.3)-(1.1+0.1*2+0.3*2)*4-(0.3+0.1+0.3)-(0.3+0.1*2+0.3*2) 58.8-8.4-(2.6+0.1*2+0.3*2)*3-(0.55+0.1+0.3)-(1.1+0.1*2+0.3*2)*3-(0.3+0.1+0.3) 58.8-(2.6+0.1*2+0.3*2)*4-(0.55+0.25+0.1+0.3)*2-(1.1+0.1*2+0.3*2)*3 8.4*3-(0.3+0.1+0.3)-(0.3+0.1*2+0.3*2)*3-(0.15+0.1+0.3) 8.4*2-(0.15+0.1+0.3)-(0.3+0.1*2+0.3*2)-(0.617+0.1+0.3) 8.4-(0.15+0.1+0.3)-(0.3+0.1*2+0.3*2)-(0.3+0.1+0.3) 5.5511.1 41.2582.5 35.2535.25 13.3513.35 785.36 3.8+1.3+0.1-3.9=1.3 1 二类土 2 挖土深度1.3m、 1.5m、3.3m 3 就地挖填找平 3.613.61 7.6065647.61 7.1335.65 3.8+1.3+0.1-3.9=1.3 6.466.46 11.7435611.74 11.66303.16 3.8+1.5+0.1-3.9=1.511.760 11.5611.56 19.272119.27 22.88297.44 5.3+1.8+0.1-3.9=3.382.30282.3 31.3631.36 60.7150860.72 149.29149.29 -0.18-0.18 1146.08 1机械夯实 2 就地挖填找平 5572.75 -3577.39 -3577.39 -12.1838-12.18 -140.94-140.94 -277.69-277.69 -160.17-160.17 -258.3-258.3 8.4-(0.15+0.1+0.3)-(0.3+0.1*2+0.3*2)-(0.55+0.25+0.1+0.3) 58.8-8.4-(1.3+0.3+0.1+0.3)-(0.3+0.1*2+0.3*2)*6-(0.15+0.1+0.3) 8.4*5-(0.3+0.1+0.3)-(0.3+0.1*2+0.3*2)*5-(0.15+0.1+0.3) 8.4*2-(0.3+0.1+0.3)-(0.3+0.1*2+0.3*2)*2-(0.15+0.1+0.3) 1/3*1.3*(3.61+7.61+SQRT(3.61*7.61) 1/3*1.3*(6.46+11.74+SQRT(6.46*11.74) 1/3*1.5*(11.56+19.27+SQRT(11.56*19.27) 1/3*3.3*(31.36+60.72+SQRT(31.36*60.72) 4356.9+430.54+785.36 58.8*23.4*（3.8-1.2） 2.85*2.85*（5.3-3.8） 4254.76 1机械夯实 2运距：投标人确 定 4254.758 备注 已对数 已对数 已对数 D轴 41.5 F轴 37.7 1/C轴 46.8 清清单单工工程程量量计计算算书书 1/D轴 46.8 已对数 详见“附录E” 详见“附录D” K=1.15 清清单单工工程程量量计计算算书书 序号项目编码项目名称 计量 单位 同样件数 计算公式 单数量 长宽高 1 1010301002001010301002001预预制制混混凝凝土土管管桩桩m m ZJ1m51515 ZJ2m521515 ZJ4m521515 ZJ12m121515 2 2010301002002010301002002 预预制制混混凝凝土土管管桩桩 的的送送桩桩 m m ZJ1m53.8+1.3-0.1-1.2+0.54.3 ZJ2m523.8+1.3-0.1-1.2+0.54.3 ZJ4m523.8+1.5-0.1-1.2+0.54.5 ZJ12m125.3+1.8-0.1-1.2+0.56.3 3 3010301004001010301004001截截（凿凿）桩桩头头根根5+52+52+125+52+52+12 4 4粤粤010301005001010301005001钢钢桩桩尖尖个个 计计价价工工程程量量计计算算书书 序号项目编码项目名称 计量 单位 同样件数 计算公式 单数量 长宽高 1 1，010301002010301002接接桩桩个个 2 2，010103002001010103002001石石方方外外运运 切桩长度m3 ZJ1m53.8+1.3-0.1-1.23.8 ZJ2m523.8+1.3-0.1-1.23.8 ZJ4m523.8+1.5-0.1-1.24 ZJ12m125.3+1.8-0.1-1.25.8 合计m 体积m33.1440.5.0.5494.2 3 3混混凝凝土土填填芯芯m m3 3 ZJ1ZJ12m33.140.150.151 复数量项目特征备注 1815 75 1 桩截面:500100 2 沉桩方法:打桩 3 接桩:焊接 4 混凝土:C50 780 780 180 554.7 21.5 223.6 234 75.6 121 1 桩类型：预制管桩 2 桩截面:500100 3 混凝土:C50 4 桩头有钢筋 121 1 钢桩尖 2 桩质量 复数量项目特征备注 121 494.2 96.9868 19 197.6 208 69.6 494.2 96.98675 0.07065 0.07065 清清单单工工程程量量计计算算书书 计计价价工工程程量量计计算算书书 清清单单工工程程量量计计算算书书 附附录录D D 砌砌筑筑工工程程 序 号 项目编码项目名称 计量 单位 同样件 数 计算公式 长宽 1010401012001010401012001零零星星砌砌砖砖个个 2010401012002010401012002零零星星砌砌砖砖m m32*（8.44+0.122+3.92）*（0.06*0.06+0.12*0.25） 3010401012003010401012003零零星星砌砌砖砖m m3 承台砖胎膜m3 ZJ1m35(1.1+0.18)*4*1.3*0.18 ZJ2m326(1.1+0.18+2.6+0.18)*2*1.3*0.18 ZJ4m313(2.6+0.18)*4*1.5*0.18 ZJ12m31(4.1+0.18+5.6+0.18)*2*1.8*0.18 地梁砖胎膜m31546.380.18 1轴/A-G JKL1m123.4-(2.6+0.18*2)*2-(1.3+0.25+0.18)*2 2、4轴/A-G JKL2m223.4-(2.6+0.18*2)*3-(1.3+0.3+0.18)*2 3轴/A-G JKL3m123.4-(2.6+0.18*2)*2-(1.3+0.25+0.18)-(0.55+0.25+0.18) 5轴/A-G JKL4m123.4-(2.6+0.18*2)*2-(1.3+0.3+0.18)*2-(1.1+0.18*2) 6轴/A-B JKL5m15.7-2.725-(0.55+0.3+0.18) 6轴/B-G JKL6m123.4-5.7-(2.6+0.18*2)-(1.3+0.3+0.18)-(1.1+0.18*2)-0.125 7轴/A-G JKL7m123.4-(2.6+0.18*2)*2-(1.3+0.3+0.18)*2-(1.1+0.18*2) 8轴/A-F JKL8m123.4-5.7-(1.3+0.18)-(1.3+0.3+0.18)-(1.1+0.18*2)*2 8轴/F-G JKL9m15.7-(1.3+0.3+0.18)-(1.3+0.18) 9轴/A-G JKL10m123.4-(2.6+0.18*2)*3-(0.3+0.18)*2 10轴/A-G JKL11m123.4-(2.6+0.18*2)*2-(1.3+0.25+0.18)*2 A轴/1-10 JKL12m158.8-(2.6+0.18*2)*3-(0.55+0.25+0.18)*2-(1.1+0.18*2)*4 2/A轴/5-6 JKL13m18.4-2.725-(0.15+0.18) B轴/1-6 JKL14m18.4*4-2.725-(1.1+0.18*2)*4-(0.3+0.18) B轴/6-8 JKL15m18.4*2-(2.6+0.18*2)-0.125-(1.3+0.18) B轴/8-10 JKL16m18.4-(1.3+0.18)-(1.1+0.18*2)-(0.3+0.18) D、F轴/8-10 JKL16 m28.4-(0.55+0.18)-(1.1+0.18*2)-(0.3+0.18) D轴/1-8 JKL17m158.8-8.4-(2.6+0.18*2)-(0.55+0.18)-(1.1+0.18*2)*4-(0.3+0.18)-(0.3+0.18*2) F轴/1-8 JKL18m158.8-8.4-(2.6+0.18*2)*3-(0.55+0.18)-(1.1+0.18*2)*3-(0.3+0.18) G轴/1-10 JKL19m158.8-(2.6+0.18*2)*4-(0.55+0.25+0.18)*2-(1.1+0.18*2)*3 1/A轴/1-5 JL1m18.4*3-(0.3+0.18)-(0.3+0.18*2)*3-(0.15+0.18) 1/A轴/6-8 JL2m18.4*2-(0.15+0.18)*2-(0.3+0.18*2) 1/A轴/8-10 JL3m18.4-(0.15+0.18)-(0.3+0.18*2)-(0.3+0.18) 1/C、1/D轴/8-10 JL3 m28.4-(0.15+0.18)-(0.3+0.18*2)-(0.8+0.18) 1/C、1/D轴/1-8 JL4 m258.8-8.4-(1.3+0.3+0.18)-(0.3+0.18*2)*6-(0.15+0.18) 1/F轴/1-7 JL5m18.4*5-(0.3+0.18)-(0.3+0.18*2)*5-(0.15+0.18) 1/F轴/7-10 JJL6m18.4*2-(0.3+0.18)-(0.3+0.18*2)*2-(0.15+0.18) 40 01040200100110402001001砌砌块块墙墙m m3 1.1 首层 外围墙1轴/A-Gm2123.4-0.5*2-0.6*2=21.2 10轴/A-Gm2123.4-0.54=22.816 A轴/1-6、7-10m2158.8-8.4-0.5*3-0.6*4-0.3*2=43.9 G轴/1-10m2158.8-0.5*3-0.6*6=53.7 1/A轴/5-6m218.4-0.18=8.22 大门口6轴/A-Bm215.7-2.725-0.6=2.375 7轴/A-Bm215.7-0.3-0.6=4.8 走廊墙B轴/4-6m218.4*2-0.3-0.6-2.725=13.175 B轴/7-9m218.4+4.2-0.3-0.6-0.25=11.45 F轴/4-9m218.4*4+4.2-0.3-0.6*4-0.25=34.85 4轴/B-Fm212.1+3.9+3.9+2.1-0.3*2-0.6=10.8 9轴/B-Fm212.1+3.9+3.9+2.1-0.25*2-0.5=11 楼梯间3轴/A-Bm215.7-0.5-0.25=4.95 4轴/A-Bm215.7-0.6-0.3=4.8 C轴/9-10m214.2-0.09-0.5=3.61 E轴/9-10m214.2-0.09-0.5=3.61 扣除门窗洞口C1m2292.7 M1m222.6 M3Am210.9 M2m2101.2 M8m221.8 1.2 2-5层 1轴/A-Gm2423.4-0.52-0.62=21.4 10轴/A-Gm2423.4-0.54=21.4 A轴/1-10m2458.8-0.53-0.66=53.7 G轴/1-10m2458.8-0.53-0.66=53.7 大门口6轴/A-Bm245.7-2.725-0.6=2.375 1/6轴/A-Bm245.7-0.18=5.52 走廊墙B轴/4-6m248.4*2-0.3-0.6-2.725=13.175 B轴/1/6-9m248.4+4.2+4.2-0.6*2-0.25=15.35 F轴/4-9m248.4*4+4.2-0.3-0.6*4-0.25=34.85 4轴/B-Fm242.1+3.9+3.9+2.1-0.3-0.6-0.3=10.8 9轴/B-Fm242.1+3.9+3.9+2.1-0.25-0.5-0.25=11 楼梯间3轴/A-Bm245.7-0.5-0.25=4.95 4轴/A-Bm245.7-0.6-0.3=4.8 C轴/9-10m244.2-0.09-0.5=3.61 E轴/9-10m244.2-0.09-0.5=3.61 扣除门窗洞口C1m21242.7 M2m2441.2 M8m281.8 1.3 屋面楼梯间 A轴/3-4m214.2-0.25-0.3=3.65 C轴/3-4m214.2-(0.25-0.09)-(0.3-0.09)=3.83 3轴/A-Bm215.7-0.5-0.25=4.95 3轴/B-Cm212.1-0.25+0.09=1.94 4轴/A-Bm215.7-0.6-0.3=4.8 4轴/B-Cm212.1-0.3+0.09=1.89 扣除门窗洞口M3Am210.9 1.4 屋面机房 1/5轴/1/A-Bm214.2-0.25=3.95 7轴/1/A-Bm214.2-0.25=3.95 1/A轴/1/5-7m212.725+8.4-0.253-0.125=10.25 B轴/1/5-7m212.725+8.4-0.253-0.125=10.25 扣扣除除 电梯井与机房重复 部分 m222.725 扣除门窗洞口M9m221 C1m212.7 1.5 女儿墙 外围m2258.8-0.18+23.4-0.18=81.84 内围m228.44+0.182+3.92=41.76 扣除A轴/3-4m214.2+0.25+0.3=4.75 1.6 扣除GL C1m31543.20.18 M1m322.50.18 M8m3102.50.18 501040200100010402001002 2砌砌块块墙墙m m3 2.1 首层 纵轴 2轴/A-Gm2123.4-0.6*5 3轴/F-Gm215.7-0.25-0.5 1/3轴/F-1/Fm211.815-0.0575 4轴/F-Gm215.7-0.3-0.6 1/4轴/F-Gm215.7-0.18-0.09 1/5轴/A-Bm215.7-2.725-0.18 6轴/F-Gm215.7-0.3-0.6 7轴/F-Gm215.7-0.3-0.6 8轴/A-Bm215.7-0.3-0.6 8轴/F-Gm215.7-0.3-0.6 横轴C轴/1-2m218.4-0.6-0.0575 D轴/1-2m218.4-0.3-0.18 E轴/1-2m218.4-0.6-0.0575 F轴/3-4m214.2-0.25-2.16+0.0575 1/F轴/1/3-4m212.16-0.0575 扣除门窗洞口M3m211.5 M5m220.8 M6m231.5 2.1 2-5层m2 纵轴2轴/B-Fm24(2.1+3.9)*2-0.6-0.3*2=10.8 2轴/F-Gm245.7-0.6-0.3=4.8 3轴/F-Gm245.7-0.25-0.5=4.8 1/3轴/F-1/Fm241.815-0.0575=1.7575 4轴/F-Gm245.7-0.3-0.6=4.8 1/4轴/F-Gm245.7-0.18-0.09=5.43 5轴/A-Bm245.7-0.6-0.3=4.8 6轴/F-Gm245.7-0.6-0.3=4.8 7轴/F-Gm245.7-0.6-0.3=4.8 8轴/A-Bm245.7-0.6-0.3=4.8 8轴/F-Gm245.7-0.6-0.3=4.8 横轴B轴/2-3m244.2-0.3-0.25=3.65 C轴/1-2m248.4-0.6-0.0575=7.7425 D轴/1-2m248.4-0.3-0.18=7.92 E轴/1-2m248.4-0.6-0.0575=7.7425 F轴/3-4m244.2-0.25-2.16+0.0575=1.8475 1/F轴/1/3-4m242.16-0.0575=2.1025 扣除门窗洞口M3m281.5 M5m280.8 M6m281.5 2.3 管道井 空调机房m211.5+1.32*2=4.14 卫生间m220.72+0.54=1.26 2.4 机房内墙m214.2-0.25 2.5 扣除GL M3m3920.115 M6m31120.115 6010404002001010404002001垫垫层层m m3 m318.42.1 7010404002002010404002002垫垫层层m m3 m318.42.1 计计价价工工程程量量计计算算书书 序 号 项目编码项目名称 计量 单位 同样件 数 计算公式 长宽 单数量复数量项目特征备注 高（厚） 4040 1 砖砌蹲位 2 蒸压灰砂砖 240*115*53 3 M5水泥石灰砂 浆 已对数 2.272.27 1 中央小型砌体 绿化带 2 蒸压灰砂砖 240*115*53 3 M5水泥石灰砂 浆 已对数 258.3258.3 1 砖胎膜 2 蒸压灰砂砖 240*115*53 3 M5水泥石灰砂 浆 已对数 100.94 1.198085.99 1.9000849.4 3.002439.03 6.518886.52 0.8157.3574157.36 14.0214.02 10.9621.92 14.7714.77 12.4612.46 1.9451.95 11.37511.38 12.4612.46 11.52 13.96 2.44 13.5613.56 14.0214.02 42.1242.12 5.3455.35 24.555 41.7712.235 清清单单工工程程量量计计算算书书 附附录录D D 砌砌筑筑工工程程 计算公式 2*（8.44+0.122+3.92）*（0.06*0.06+0.12*0.25） (1.1+0.18)*4*1.3*0.18 (1.1+0.18+2.6+0.18)*2*1.3*0.18 (2.6+0.18)*4*1.5*0.18 (4.1+0.18+5.6+0.18)*2*1.8*0.18 23.4-(2.6+0.18*2)*2-(1.3+0.25+0.18)*2 23.4-(2.6+0.18*2)*3-(1.3+0.3+0.18)*2 23.4-(2.6+0.18*2)*2-(1.3+0.25+0.18)-(0.55+0.25+0.18) 23.4-(2.6+0.18*2)*2-(1.3+0.3+0.18)*2-(1.1+0.18*2) 5.7-2.725-(0.55+0.3+0.18) 23.4-5.7-(2.6+0.18*2)-(1.3+0.3+0.18)-(1.1+0.18*2)-0.125 23.4-(2.6+0.18*2)*2-(1.3+0.3+0.18)*2-(1.1+0.18*2) 23.4-5.7-(1.3+0.18)-(1.3+0.3+0.18)-(1.1+0.18*2)*2 5.7-(1.3+0.3+0.18)-(1.3+0.18) 23.4-(2.6+0.18*2)*3-(0.3+0.18)*2 23.4-(2.6+0.18*2)*2-(1.3+0.25+0.18)*2 58.8-(2.6+0.18*2)*3-(0.55+0.25+0.18)*2-(1.1+0.18*2)*4 8.4-2.725-(0.15+0.18) 8.4*4-2.725-(1.1+0.18*2)*4-(0.3+0.18) 8.4*2-(2.6+0.18*2)-0.125-(1.3+0.18) 4.98 5.7311.46D轴 45.46 39.7339.73 35.9335.93F轴 41.66 40.6240.62 22.4122.41 15.4815.48 6.936.931/C、1/D轴 52.56 6.4312.861/C、1/D轴 52.56 44.3388.66 37.8937.89 14.6714.67 682.34682.34 1-1- 5 5层层180180墙墙长长 517.296517.296 780.13 1 烧结粉煤灰砖 墙240*115*53 517.296 4.5-0.976.3276.32 2 180外墙 3 M5水泥石灰砂 浆 21.2 4.5-0.977.0477.0422.816 4.5-0.6179.01179.0145.9 4.5-0.6209.43209.4353.7 4.5-0.136.16836.178.22 4.5-0.79.0259.032.375 4.5-0.618.7218.724.8 4.5-0.651.382551.3813.175 4.5-0.644.65544.6611.45 4.5-0.6135.915135.9234.85 4.5-0.642.1242.1210.8 4.5-0.642.942.911 4.5-0.619.30519.314.95 4.5-0.618.7218.724.8 4.5-0.514.4414.443.61 4.5-0.514.4414.443.61 2.1-5.67-164.43 2-5.2-10.4 2.1-1.89-1.89 2.1-2.52-25.2 2.1-3.78-7.56 8.4-(1.3+0.18)-(1.1+0.18*2)-(0.3+0.18) 8.4-(0.55+0.18)-(1.1+0.18*2)-(0.3+0.18) 58.8-8.4-(2.6+0.18*2)-(0.55+0.18)-(1.1+0.18*2)*4-(0.3+0.18)-(0.3+0.18*2) 58.8-8.4-(2.6+0.18*2)*3-(0.55+0.18)-(1.1+0.18*2)*3-(0.3+0.18) 58.8-(2.6+0.18*2)*4-(0.55+0.25+0.18)*2-(1.1+0.18*2)*3 8.4*3-(0.3+0.18)-(0.3+0.18*2)*3-(0.15+0.18) 8.4*2-(0.15+0.18)*2-(0.3+0.18*2) 8.4-(0.15+0.18)-(0.3+0.18*2)-(0.3+0.18) 8.4-(0.15+0.18)-(0.3+0.18*2)-(0.8+0.18) 58.8-8.4-(1.3+0.3+0.18)-(0.3+0.18*2)*6-(0.15+0.18) 8.4*5-(0.3+0.18)-(0.3+0.18*2)*5-(0.15+0.18) 8.4*2-(0.3+0.18)-(0.3+0.18*2)*2-(0.15+0.18) 41.77 2812.77 4-0.965.72262.8821.2 4-0.966.34265.3621.4 4-0.6182.58730.3253.7 4-0.6182.58730.3253.7 4.0-0.77.837531.352.375 4.0-0.519.3277.285.52 4.0-0.644.795179.1813.175 4.0-0.652.19208.7615.35 4.0-0.6118.49473.9634.85 4.0-0.636.72146.8810.8 4.0-0.637.4149.611 4.0-0.616.8367.324.95 4.0-0.616.3265.284.8 4.0-0.512.63550.543.61 4.0-0.512.63550.543.61 1.6-4.32-535.68 2.1-2.52-110.88 2.1-3.78-30.24 50 3-0.68.768.76 3-0.49.9589.96 3-0.611.8811.88 3-0.454.9474.95 3-0.611.5211.52 3-0.454.81954.82 2.1-1.89-1.89 74.28 3.45-0.412.047512.05 3.45-0.412.047512.05 3.45-0.431.262531.26 3.45-0.431.262531.26 21.25-20.5-2.04375-4.09 2.1-2.1-4.2 1.5-4.05-4.05 242.45 181.84163.68 141.7683.52 1-4.75-4.75 -30.39 0.34-0.19584-30.16详见“GL计算书” 0.25-0.11-0.23详见“GL计算书” 0.23-0.1035-1.04详见“GL计算书” 183.61183.61 1 烧结粉煤灰砖 墙240*115*53 1-1- 5 5层层120120墙墙长长 179.69179.69 325.95 2 120内墙 3 M5水泥石灰砂 浆 179.69 4.5-0.679.5679.5620.4 4.5-0.619.30519.314.95 4.5-0.17.7337.731.8175 4.5-0.618.7218.724.8 4.5-0.621.17721.185.43 4.5-0.112.29812.32.795 4.5-0.618.7218.724.8 4.5-0.618.7218.724.8 4.5-0.618.7218.724.8 4.5-0.618.7218.724.8 4.5-0.630.1957530.27.7425 4.5-0.630.88830.897.92 4.5-0.630.1957530.27.7425 4.5-0.67.205257.211.8475 4.5-0.19.2519.252.1025 2.1-3.15-3.15 1.8-1.44-2.88 2.1-3.15-9.45 1133 4-0.735.64142.5610.8 4-0.616.3265.284.8 4-0.616.8367.324.95 4-0.17.0882528.351.7575 4-0.616.3265.284.8 4-0.618.46273.855.43 4-0.616.3265.284.8 4-0.616.3265.284.8 4-0.616.3265.284.8 4-0.616.3265.284.8 4-0.616.3265.284.8 4-0.612.4149.643.65 4-0.626.3245105.37.7425 4-0.626.928107.717.92 4-0.626.3245105.37.7425 4-0.66.281525.131.8475 4-0.18.1997532.82.1025 2.1-3.15-25.2 1.8-1.44-11.52 2.1-3.15-25.2 133.2 20.5-0.1*582.882.84.14 20.5-0.1*525.250.41.26 3.45-0.412.047512.053.95 -0.87 0.19-0.04-0.39详见“GL计算书” 0.19-0.0437-0.48详见“GL计算书” 5.29 干铺3：7灰土垫层 300mm 0.35.2925.29 5.29 干铺碎石垫层 300mm 0.35.2925.29 单数量复数量项目特征备注 高 计计价价工工程程量量计计算算书书 计算公式 清清单单工工程程量量计计算算书书 附附录录E E 混混凝凝土土及及钢钢筋筋混混凝凝土土工工程程 序号项目编码项目名称 计量 单位 同样件数 10100105 50 01 1001001001001垫垫层层m m3 1.1地板垫层m31 1.2承台增加垫层 ZJ1m35 m31 ZJ2m326 m35 m34 m35 m32 m31 ZJ4m313 m38 ZJ12m31 1.3基础梁增加垫层 垫层长 1轴/A-G JKL1m1 2、4轴/A-G JKL2m2 3轴/A-G JKL3m1 5轴/A-G JKL4m1 6轴/A-B JKL5m1 6轴/B-G JKL6m1 7轴/A-G JKL7m1 8轴/A-F JKL8m1 8轴/F-G JKL9m1 9轴/A-G JKL10m1 10轴/A-G JKL11m1 A轴/1-10 JKL12m1 2/A轴/5-6 JKL13m1 B轴/1-6 JKL14m1 B轴/6-8 JKL15m1 B轴/8-10 JKL16m1 D、F轴/8-10 JKL16m2 D轴/1-8 JKL17m1 F轴/1-8 JKL18m1 G轴/1-10 JKL19m1 1/A轴/1-5 JL1m1 1/A轴/6-8 JL2m1 1/A、1/C、1/D轴/8-10 JL3 m3 1/C、1/D轴/1-8 JL4m2 1/F轴/1-7 JL5m1 1/F轴/7-10 JJL6m1 2010501004001010501004001满满堂堂基基础础m m3 31 1 3010501005001010501005001桩桩承承台台基基础础m m3 3 ZJ1m35 ZJ2m326 ZJ4m313 ZJ12m31 4010502001001010502001001矩矩形形柱柱m m3 3 4.1地下室 400*400m34 500*500m35 600*600m313 4.2首层-屋面层m3 500*500m311 500*500m32 600*600m325 600*600m32 250*250m38 4.3梯柱 TZI300*180m32 TZ2300*180m32 501050200010502002 2001001构构造造柱柱m m3 3 首层一字型 外墙m322 一字型 内墙m39 转角处 内墙m31 T字型 内外墙m33 T字型 外墙m34 T字型 内墙m33 2-5层一字型 外墙m322 一字型 内墙m39 转角处 外墙m31 转角处 内墙m31 T字型 内外墙m33 T字型 外墙m33 T字型 内墙m33 屋面层一字型 外墙m32 屋面层转角处 外墙m32 6010503001001010503001001基基础础梁梁m m3 3 梁长 1轴/A-G JKL1m1 2、4轴/A-G JKL2m