第1页共15页分部分项工程量清单综合单价分析表序号项目编码定额编号子目名称单位数量综合单价人工费材料费机械费管理费利润1010101001001m22330.652.610.360.740.364.071-98平整场地10m2256.0252.570.640.311000m22.560.050.360.10.052010101003001m31729.80.380.0721.525.472.6330.071000m35.3250.0717.534.382.11000m35.3250.383.991.090.523010103001001m31575.54838.480.1725.0815.887.6387.241-104m35170.77537.683.5810.314.961-2731000m35.1710.810.092.810.90.431000m35.1710.0818.694.672.244010103001002m362.3710.910.057.24.532.1824.861-102地面回填土夯填m362.3710.660.652.831.361-2731000m30.0620.250.030.860.280.131000m30.0620.025.691.420.68综合单价组成(元)平整场地土壤类别:三类土1-259备注1推土机75kw内平整场地厚300mm内挖基础土方土壤类别:三类土基础类型:独立挖土深度:4M内弃土运距:800m1-239备注1自卸汽车运土1km内1-203备注1挖掘机挖土斗容1m3内反铲不装车土（石）方回填密实度要求:大于0.95土质要求:密实状态夯填（碾压）:一遍拖式双联羊足碾运输距离:800m基(槽)坑回填土夯填填土碾压拖拉机75kw拖式双筒羊足碾1-239备注1自卸汽车运土1km内土（石）方回填密实度要求:大于0.95土质要求:密实状态夯填（碾压）:一遍拖式双联羊足碾运输距离:800m填土碾压拖拉机75kw拖式双筒羊足碾1-239备注1自卸汽车运土1km内第2页共15页分部分项工程量清单综合单价分析表序号项目编码定额编号子目名称单位数量综合单价人工费材料费机械费管理费利润综合单价组成(元)5010301001001m34.651101.83338.398.7227.6513.26489.84m34.65151.97232.833.5513.886.663-42墙基防潮层防水砂浆7.75149.86105.565.1713.776.66010304001001m3248.93249.72187.482.7313.116.29259.333-22m3248.93249.72187.482.7313.116.297010304001002m3194.33549.72187.482.7313.116.29259.333-22m3194.33549.72187.482.7313.116.298010401002001m322.23221.12256.59.837.743.71298.92-121m322.23221.12256.59.837.743.719010401002002m395.36537.99408.9515.7513.436.45482.57m395.36513.2293.139.65.72.74t1.14411.434.661.393.21.54t2.6713.3881.154.764.542.18砖基础砖品种、规格、强度等级:粘土砖MU15基础深度:300mm砂浆强度等级:水泥M103-1备注1M10直形砖基础10m2投影面积空心填充外墙;240勾缝要求:砂浆勾缝砂浆强度等级:混合M5.0M5KP1粘土多孔砖240×115×901砖...
