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综合单价（元）人工费材料费机械费管理费利润其中:暂估价xxx改扩建工程--道路工程分部分项工程土石方工程1040101001001路基挖土方26518.0002.760.322.180.170.09土壤类别:一类土，二类土挖土深度:0～5m部位：路基挖方、填挖交接挖方C1-001626.5182756.22316.802178.64165.9594.832040101001002挖土方（不良地质处理）71072.5002.760.322.180.170.09土壤类别:一类土，二类土挖土深度:0～5m部位：路基换填、碎石桩处理挖方C1-001671.0732756.22316.802178.64165.9594.833040101001003填方段清表㎡37025.0001.960.241.530.120.07土壤类别:一类土，二类土挖土深度：平均0.5mC1-0053清除表土185.130253.4126.40203.0315.268.72C1-0091机械平整场地1000㎡37.025502.0952.80401.7930.2317.27C1-0092原土碾压1000㎡37.025187.2852.80116.7611.286.444040101003001挖基坑土方（涵洞、护坡、分隔带盲沟）5478.6004.190.323.480.250.14土壤类别:三类土挖土深度:6-8mC1-0033土5.4794188.62316.803475.52252.19144.115040101005001挖淤泥、流砂7221.0003.710.363.000.220.13挖掘深度:5～7mC1-00177.2213717.93364.323001.85223.85127.91表－09工程量清单综合单价分析表工程名称：xxx改扩建工程第1页共36页序号项目编码项目名称及项目特征描述单位工程量综合单价综合单价（元）人工费材料费机械费管理费利润其中:暂估价6040103001001路基填土碾压65091.6003.210.380.052.480.190.11密实度要求:符合国家验收标准C1-0093填土碾压65.0922977.33316.8051.002332.66176.19100.68C1-0092零填、挖方及填前碾压1000㎡81.746187.2852.80116.7611.286.447040103001002填土碾压（不良地质处理）69809.5002.980.320.052.330.180.10密实度要求:符合国家验收标准工作内容：路基换填、清淤换填、碎石桩处理回填土方平整碾压。C1-0093填土碾压69.8102977.33316.8051.002332.66176.19100.688040103001003路基借土回填155136.26528.940.325.0921.271.440.82填方材料品种:砂性土运距:运距10km包括借土挖装运卸，土方购置。天然密实体积：压实后体积=1.15:1C1-0017155.1363787.90316.803112.72228.06130.32C1-0124换自卸汽车运土方（运距1km内）12t[实际10]155.13620146.9990.8018158.611207.55690.03DB-001购土费155136.2655.005.009040103001004C15砼井背回填3384.410377.5926.62340.560.596.723.10填方材料品种:C15砼C5-0727混凝土基础混凝土{碎石GD40商品普通砼C15}338.4413775.85266.173405.585.8967.2031.0110040103001005回填碎石19339.500112.280.41106.084.760.640.39填方材料品种:级配碎石C1-0276机械换填碎石1933.9501122.814.141060.8047.566.383.9311040103002001余方弃置（土方）123340.10025.320.025.0918.291.220.70废弃料品种:杂填土运距:10Km表－09工程量清单综合单价分析表工程名称：xxx改扩建工程第2页共36页序号项目编码项目名称及项目特征描述单位工程量综合单价综合单价（元）人工费材料费机械费管理费利润其中:暂估价C1-0124换自卸汽车运土方（运距1km内）12t[实际10]123.34020146.9990.8018158.611207.55690.03C1-0091弃土场土方整理1000㎡41.113502.0952.80401.7930.2317.27DB-001弃置费123340.1005.005.0012040103002002余方弃置（淤泥）7221.00029.690.0826.811.781.02废弃料品种:淤泥运距:10KmC1-0124换自卸汽车运土方（淤泥运距1km内）12t[实际10]7.22129688.4875.0026811.661782.981018.84地基处理及桩基础工程13040201010001D600振冲碎石桩(填料)m23581.20083.8410.1032.8732.395.253.23地层情况:杂填土空桩长度、桩长:空桩长0.6m，桩长6m桩径:0.6m填充材料种类:粒径20～40mm级配碎石C1-0308振冲碎石桩桩长10m以内666.4052966.58357.391163.071146.16185.69114.2714040201007001抛石挤淤2091.00091.715.0271.6011.752.071.27材料品种、规格:片石5-32cmC1-0298抛石挤淤机械推运209.100917.0550.16716.00117.4520.7012.7415040201006001换填片石8163.60091.780.4183.515.671.500.69材料品种、规格:片石C1-0277机械换填片石816.360917.894.14835.1056.6915.036.9316040201021001土工合成材料㎡1498.50010.921.498.890.370.17材料品种、规格:单向土工格栅搭接方式:保证搭接长度，U型土钉锚固C1-0286铺土工格栅100㎡14.9851092.49149.29889.3136.8717.02道路工程17040202001001路床(槽)整形㎡65677.0002.010.231.250.360.17表－09工程量清单综合单价分析表工程名称：xxx改扩建工程第3页共36页序号项目编码项目名称及项目特征描述单位工程量综合单价综合单价（元）人工费材料费机械费管理费利润其中:暂估价部位:路床范围:K0+000-K1+666.513C2-0001路床槽整形路床碾压检验100㎡656.770200.3022.57124.6036.3516.781804020201100120cm厚级配碎石垫层㎡57810.00032.701.9624.973.721.400.65部位:机动车道及机动车道C2-0021换级配碎石摊铺厚15cm[实际20]100㎡578.1003269.50195.922496.56372.00140.2864.741904020201100215cm厚级配碎石垫层㎡17211.00026.031.6518.723.721.330.61部位:人行道C2-0021换级配碎石摊铺厚15cm[实际15]100㎡172.1102602.96164.901872.24372.00132.6161.212004020201500120cm厚5%水泥稳定碎石下基层㎡36897.00040.001.1230.226.071.770.82部位:机动车道C2-0043换水泥稳定碎（砾）石摊铺集中拌制水泥稳定碎石基层水泥含量5%厚15cm[实际20]100㎡368.9703407.6885.273018.68200.5570.6032.58C2-0052自卸汽车运输厂拌基层混合料自卸汽车装载1km12t73.7941317.76968.23239.15110.38C2-0057机械铺筑厂拌基层混合料机械铺筑基层摊铺机100㎡368.970328.5726.333.69212.3858.9627.212104020201500218cm厚5%水泥稳定碎石下基层㎡20482.00036.321.0327.215.671.650.76部位:非机动车道C2-0043换水泥稳定碎（砾）石摊铺集中拌制水泥稳定碎石基层水泥含量5%厚15cm[实际18]100㎡204.8203066.7676.492717.03180.4863.4729.29C2-0052自卸汽车运输厂拌基层混合料自卸汽车装载1km12t36.8681317.76968.23239.15110.38C2-0057机械铺筑厂拌基层混合料机械铺筑基层摊铺机100㎡204.820328.5726.333.69212.3858.9627.212204020201500320cm厚6%水泥稳定碎石上基层㎡36487.00043.421.7432.796.071.930.89部位:机动车道C2-0047换水泥稳定碎（砾）石摊铺集中拌制水泥稳定碎石基层水泥含量6%厚15cm[实际20]100㎡364.8703518.3185.273129.31200.5570.6032.58C2-0052自卸汽车运输厂拌基层混合料自卸汽车装载1km12t72.9741317.76968.23239.15110.38C2-0057机械铺筑厂拌基层混合料机械铺筑基层摊铺机100㎡364.870328.5726.333.69212.3858.9627.21表－09工程量清单综合单价分析表工程名称：xxx改扩建工程第4页共36页序号项目编码项目名称及项目特征描述单位工程量综合单价综合单价（元）人工费材料费机械费管理费利润其中:暂估价C2-0138塑料膜养生100㎡364.870231.6762.70146.3315.497.152304020201500418cm厚6%水泥稳定碎石上基层㎡20172.00039.651.6629.675.671.810.84部位:非机动车道C2-0047换水泥稳定碎（砾）石摊铺集中拌制水泥稳定碎石基层水泥含量6%厚15cm[实际18]100㎡201.7203166.5076.492816.77180.4863.4729.29C2-0052自卸汽车运输厂拌基层混合料自卸汽车装载1km12t36.3101317.76968.23239.15110.38C2-0057机械铺筑厂拌基层混合料机械铺筑基层摊铺机100㎡201.720328.5726.333.69212.3858.9627.21C2-0138塑料膜养生100㎡201.720231.6762.70146.3315.497.15240402030040010.6cm厚石油沥青透层+下封层㎡55927.0009.720.567.920.760.330.15材料品种:石油沥青C2-0073喷洒石油沥青透油层(1kg/㎡)100㎡559.270372.9010.15316.6631.1710.214.71C2-0078喷洒石油沥青下封层100㎡559.270599.5446.33475.1145.1022.5810.4225040203003001乳化沥青粘层㎡92414.0001.310.050.880.260.080.04材料品种:乳化沥青喷油量:0.5kg/m2C2-0076喷洒乳化沥青粘油层(0.5kg/㎡)100㎡924.140130.735.1488.3725.987.693.55260402030060018cm粗粒式沥青混凝土（AC-25C）㎡36487.00054.301.3044.336.021.810.84部位: