1、工 程 量(决 算)计 算 表工程名称:怡众置业3#房序号轴号分部分项工程数量单位计算式计算结果建筑面积0.000m20.0000.00一、土石方工程1平整场地0.000m20.0000.000.0000.002机械土方0.000m30.0000.000.0000.000.0000.000.0000.000.0000.000.0000.000.0000.003机械土方人工修边坡,三类土0.000m30.0000.000.0000.000.0000.000.0000.000.0000.000.0000.000.0000.000.0000.004基坑回填土m30.0000.005基坑排水m20.0
2、000.006人工挖地槽,深1.5m以内m30.0000.00二、砌筑工程第1页/共104页1砖基础41.778m3190mm多孔砖5.35(12-0.4*4+7.5-0.4*3)*2+(7.5-0.4*3+7.5-0.4*3-1.2+3.65-0.1+(3.3-0.5)*2+2.5-0.1)*0.19*0.55.352外墙200厚砼加气混凝土砌块14.06m3 A轴4.11(12-0.4*4)*(3.17-0.5)-(1.5*1.5*2+0.9*2.1+0.9*0.9)*0.24.11C轴3.57(12-0.4*4)*(3.17-0.5)-(1.5*2.4+0.9*1.5*3+1.5*1.5
3、)*0.23.571轴/4轴6.37(7.5-0.4*3)*(3.17-0.5)*2-1.2*1.5)*0.26.373内墙200厚加气混凝土砌块1.3041m3 2轴1.30(3.65-0.5)*(3.17-0.5)-0.9*2.1)*0.21.304内墙100厚加气混凝土砌块5.70535m3 2轴0.52(3.65-0.5-1.2)*(3.17-0.5)*0.10.523轴1.30(7.5-0.4*3)*(3.17-0.5)-0.9*2.1*2)*0.11.301/2轴0.94(3.65-0.1)*(3.17-0.11)-0.7*2.1)*0.10.94横向2.94(2.5-0.1)*(
4、3.17-0.45)*0.1+(3.3-0.5)*(3.17-0.5)*0.1*2+(1.25+0.9+1.1-0.1*2)*(3.17-0.11)-0.7*2)*0.12.945200厚加气砼内墙m2 0.0000.006100厚加气砼内墙m2 0.0000.008砖砌女儿墙m2 0.0000.009零星砌体m3 0.0000.00三、混泥土及钢筋混泥土1C25独立基础380.650m3J110.201*1*0.3*3410.20J27.341.2*1.2*0.3*177.34J34.121.4*1.4*0.3*74.12J48.191.6*1.6*0.4*88.19J51.301.8*1.
5、8*(0.3+0.1)1.30J622.402*2*(0.3+0.1)*1422.40J73.872.2*2.2*(0.3+0.1)*23.87工 程 量(决 算)计 算 表工程名称:怡众置业3#房序号轴号分部分项工程数量单位计算式计算结果第2页/共104页J852.992.4*2.4*(0.3+0.1)*2352.99J921.632.6*2.6*(0.3+0.1)*821.63J1021.952.8*2.8*(0.3+0.1)*721.95J1132.403*3*(0.3+0.1)*932.40J1213.063.2*3.2*(0.3+0.125)*313.06J139.942.3*1.8
6、*(0.3+0.1)*69.94J1418.722.6*2*(0.3+0.1)*918.72J158.572.8*2.4*(0.3+0.125)*38.57LJ14.751.8*2.2*0.4*34.75LJ229.791.9*2.8*0.4*1429.79LJ324.842.3*3.6*0.5*624.84LJ49.921.6*3.1*0.4*59.92LJ533.122.3*3.2*0.5*933.12LJ621.602*3.6*0.5*621.60LJ714.252.5*3.8*0.5*314.25LJ85.702.5*3.8*0.65.702独立基础C10砼垫层103.648m3J10.0000.00J23.331.4*1.4*0.1*173.33J31.791.6*1.6*0.1*71.79J42.591.8*1.8*0.1*82.59J50.402*2*0.10.40J66.782.2*2.2*0.1*146.78J71.152.4*2.4*0.1*21.15J815.552.6*2.6*0.1*2315.55J96.272.8*2.8*0.1*86.27J106.303*
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