场地平整清单价格比较分析表

1、分部分项工程量清单/施工措施项目清单与计价表序号项目名称及特征描述计量单位工程量2010湖南清单计价金额（元）一期场地平整合同价金额（元）参照一期场浮度16.8%扌勿地平整下浮按2010计价下施工单位第1次报价金额（元）参照一期合同价及结算价施工单位第2次报价金额（元）综合单价含安全文明施工、规费、税金全费用合价综合单价合价浮综合单价68%合价综合单价合价金额综合单价（元）合价综合单价合价综合单价合价1挖运土石方（机械挖土石方、装土石方、自卸汽车运土石方、弃土堆放）1土壤类别:二类土壤II;2.运距：1KM内m325516513.0914.863791023.1912.003061978.80

2、12.363154131.3021.165399289.2812.003061978.8013.003317143.7012.363153838.162土石方回填（分层压实）1填方材料品种:粘土2密实度:90%m3113822.156.417.28828095.983.08350572.226.05688975.858.59977732.273.08350572.226.20705697.333.95449597.493弃土回填碾压（分层压实）1填方材料品种:粘土2密实度:90%m3141342.756.417.281028317.983.08435335.676.05855560.568.5

3、91214134.223.08435335.676.20876325.053.95558303.864自卸汽车弃土每增加运距1km运费m31.01.902.162.162.002.001.791.797.047.042.002.001.901.901.901.905道路非填方区挖运土石方（机械挖土石方、装土石方、自卸汽车运土石方、弃土堆放）1土壤类别:二类土壤II;2.运距：1KM内m32228.4613.0914.8633108.5012.0026741.4712.3627546.2721.1647154.1212.0026741.4714.5032312.6012.3627543.716非

4、填方区道路路床整形碾压（含路床放样、推平、找平、整形、碾压、检验等）1.密实度:90%m27428.22.032.3017114.9121.44159260.291.9214239.6024.56182436.221.9214239.602.0014856.372.0014856.377填方区道路路床整形碾压（含路床放样、推平、找平、整形、碾压、检验等）m2465.52.032.301072.5631.3014570.461.92892.3741.4819309.351.92892.372.00931.022.00931.028道路泥结石垫层1厚度：10CM2.材料品种:碎石m27893.71

5、6.7015.56122825.8913.11103486.3412.95102191.1418.12143033.7513.11103486.3416.00126299.1213.11103486.349道路片石垫层1厚度：40CM2材料品种：片石m2465.555.7463.2629450.4458.3827176.4752.6424502.7774.9534889.9758.3827176.4755.0025603.0555.0025603.0510道路200厚C20混凝土m26935.877.3987.84609224.3771.00492441.8073.08506874.6896.

6、27667709.4771.00492441.8077.00534056.6075.00520185.0011砖砌筑明渠材料品种:砖断面尺寸:300*4003砂浆强度：1：2m152.1957.9765.8010013.4941.856369.1554.748331.22142.2221644.4641.856369.1573.6011201.1854.748331.2212砖砌筑明渠材料品种:砖断面尺寸:300*500砂浆强度：1：2m466.766.2275.1635077.0341.8519531.4062.5329184.09167.0477957.5741.8519531.4085.

7、7340010.1962.5329184.0913砖砌筑明渠材料品种:砖断面尺寸:400*600砂浆强度：1：2m337.2980.7791.6730920.7141.8514115.5976.2725726.03199.0267127.4641.8514115.59104.2335155.7476.2725726.03分部分项工程量清单/施工措施项目清单与计价表序号项目名称及特征描述计量单位工程量2010湖南清单计价金额（元）一期场地平整合同价金额（元）参照一期场浮度16.8%扌勿地平整下浮按2010计价下施工单位第1次报价金额（元）参照一期合同价及结算价施工单位第2次报价金额（元）综合单价

8、含安全文明施工、规费、税金全费用合价综合单价合价浮综合单价68%合价综合单价合价金额综合单价（元）合价综合单价合价综合单价合价14沉沙池砌筑1井的尺寸、深度：1000*1000*10002.井身材料：240厚红砖3井壁抹灰：1：2水泥砂浆4垫层、基础厚度、材料品种、强度:C10砼厚150座4718.69815.713262.851056.004224.00678.672714.69#4758.721056.004224.00718.692874.77678.672714.6915沉沙池砌筑1井的尺寸、深度：800*800*800240厚红砖1：2水泥砂浆C10砼厚150座4599.55680.

9、492721.961056.004224.00566.172264.67831.293325.161056.004224.00599552398.20566.172264.6716混凝土管道铺设1砼管有筋无筋:有筋2.规格:e800m91.14290.71329.9630072.18329.9630072.18274.5225020.05426.9438911.31274.5225020.05290.7126494.99274.5225020.0517混凝土管道铺设1砼管有筋无筋:有筋2.规格:e600m20170.52193.543870.80193.543870.80161.033220.

10、51264.895297.80161.033220.51170.523410.35161.033220.5118截水土渠500*500m676.1711.4112.958756.6412.958756.6410.777285.5229.8920210.7210.777285.5220.0013523.4010.777285.5219挖淤泥、流砂（包含挖、运、外弃，运距按3.5KM考虑包干，弃置于甲方限制范围以外，但不论实际运距为多少，均不再另行计取增减运距的费用及场地弃置堆放费用）m32000026.0129.52590427.0025.00500000.0024.56491235.2628.

11、10562000.0025.00500000.0026.00520000.0025.00500000.0020破除砼路面m2302918.8621.4164839.0821.0163639.2917.8153946.1128.5386417.3721.0063609.0023.0069667.0017.8153946.4921拆除建筑物、构筑物结构1结构形式:砖砌体、砼结构、木结构等m340797.91111.1345223.26111.1345223.2692.4637625.75237.2596548.41115.8747152.28122.0049647.6692.4637626.412

12、2拆除麻石护坡m318777.2087.6216343.6983.7815627.0672.9013597.95126.4123578.6383.7815627.06102.0019025.5572.9013597.6723排水措施费项1250000.)0250000.00250000.00250000.00#208000.0025000002)50000.00250000.00250000.00250000.0050000.00150000.00150000.0024清表m21672042.30384569.202.30384569.201.91319961.575.50919622.005.50919622.005.50919622.002.30384569.20合计793633460217886603030108630956392867759625860978330.771.015.12谈价金额（元）说明些单价根据定额套价取费下浮16.8%后的单价确定（包1KM运距）些单价根据一期场地平整合同价调整人工费、柴油、汽油、税金价格后形成些单价根据定额套价取费下浮12%后的单价确定些单价根据一期场地平整合同价调整人工费、柴油、汽油价格后形成（包1KM运距）些单价根据定额套价