工程变更审核汇总表

工 程 变 更 审 核 汇 总 一 览 表

施工单位：湖南宏辉建筑有限公司序编号号桩号及变更原因细目号监理单位：郴州云盛建设工程监理有限公司项目申报变更项目名称单位合同单价 新增单价增（减）数量13.90金额（元）0.000.00m2合同号：审 核单价增（减）数量13.89813.898104976.59第 1 页 共1 页

签证时间金额（元）0.000.000.000.004225.75-34229.252025.781241.818868.324722.6046893.95327.29-1937.73-646.76-38.781091.32402.60437.71141.28208.7933734.690.000.000.005056110.2172869841.7412001002补尝征用临时弃土场费用增加清表费用的变更临时用地小计路基清表小计挖沟槽土方砂砾石回填回填土方非预应力钢筋(直径10mm以内）非预应力钢筋(直径20mm以内）亩2011.7.1104976.590.000.004225.75-34229.252025.781241.818868.324722.6046893.95327.29-1937.73-646.76-38.781091.32402.60437.71141.28208.7933734.690.000.000.006613.2725765.188.659.112011.7.1mm3311.53101.426.166.566.03465.74340.7112.86372.64340.4387.79209.879.1567.3435.3261.41366.50-337.50328.86189.301470.7010.14137.642.90-5.20-1.90-0.105.2044.006.504.003.4010.001.0011.53101.426.166.566.03465.74340.7112.86372.64340.4387.79209.879.1567.3435.3261.41366.50-337.50328.86189.301470.7010.14137.642.90-5.20-1.90-0.105.2044.006.504.003.40101764.542828.23m3kgkgm3砼管道铺设C30砼直径米C25砼基础m3m3m3m3m3m3m23003K0+029圆管涵位移至K0+037砂砾垫层端墙身C25砼端墙C25砼基础帽石C25砼M7.5浆砌片石防水层（二层沥青）管节、沉降缝防水（沥青麻絮）管节接头防水层沉降缝小计点工挖机台班小计挖Ⅱ类土方2011.7.2m2m2m24004关于拆除K0+470~K0+660原水管个个m32011.7.48.659.11764.542828.235取消K0+920~+K1+840沿线005左侧防护工程，边坡放缓，增加刷方量

挖Ⅲ类土方m32011.7.105取消K0+920~+K1+840沿线005左侧防护工程，边坡放缓，增加刷方量2011.7.10挖Ⅳ类石方挖Ⅴ类石方小计直径25cmPVC管直径5cmPVC管直径25cm直接mm个个m3m335.6441.9815606.429506.1450.0015.0012.003.0013.501.00556212.81399067.76987659.010.000.000.000.000.000.000.0046893.950.002025.780.00-34229.2514690.488209.137757.9019858.04827.4824189.473819.073747.70239.260.000.000.000.00295.090.000.000.0068943.137757.907757.9035.6441.9815606.429506.14501512313.518680490703.513793593969.4312552010624.89m30.000.000.000.000.000.000.002011.7.166006K0+300横向排水管施工直径25cm后接级配碎石挖机台班小计C25砼包管清除非适用土个mmmm3340.76.16101.4211.5341.98101.426.566.03465.74340.7112.86372.64340.4387.79209.879.1567.3435.3261.4141.98137.6490.00328.8690.00-337.50711.98184.80195.80126.144011.528.2011.002.120.000.000.000.0032.250.000.000.00184.80340.76.16101.42137.6490.00328.8690.00-337.50711.98184.80195.80126.144011.528.2011.002.120.000.000.000.0032.250.000.000.00184.8m33337007K0+037软基及台背加固处理填土方软基换填级配碎石砂砾台背回填小计挖沟槽土方挖沟槽石方砂砾石回填非预应力钢筋(直径10mm以内）非预应力钢筋(直径20mm以内）46893.950.002025.780.00-34229.2514690.488209.137757.9019858.04827.4824189.473819.073747.70239.260.000.000.000.00295.090.000.000.0068943.137757.907757.902011.7.19m3m3m3kgkgm3m3m3m3m3m3m3m2m2m2m2m3m3砼管道铺设C30砼直径1.5米砼基础C25砼砂砾垫层8008K0+669斜角改为45度，涵身加长端墙身C25砼端墙C25砼基础帽石C25砼M7.5浆砌片石防水层（二层沥青）管节、沉降缝防水（沥青麻絮）2011.7.25管节接头防水层沉降缝小计挖石方小计挖运砼块小计9K0+669圆管涵基坑石笋爆009破拆除K1+050水池2011.7.252011.7.281001015.200.000.0015.20.000.00K0+037圆管涵吊运安装施11011工便道及平台修筑挖机台班20T压路机小计挖除淤泥个个m3m30.940.383242.763242.761.251.255943.111.3541.98101.426.566.03475.26359.88340.711.297.72401.63209.8718.3167.34-0.56-549.682192.57-803.692760.80-7648.60-31.0434.08-605.10348.40-14.40-54.40-0.1043.80-59.19-44.1031.2031.2041.982192.578.278.2721.0011.53322.5240.000.000.000.000.000.000.000.000.00-3332.30-3332.30-6238.8792044.09-81510.2418110.85-46121.06-14752.0712264.71-206157.570.00-162.58-419.97-40.169192.31-1083.73-2969.69-227843.990.000.000.0092044.0992044.090.000.000.000.003718.660.0041.9811.297.72401.63209.8718.3167.345943.111.3541.98101.426.566.03475.26359.88340.70.9380.3753242.7633242.761.251.25-0.5607-549.682192.57-803.692760.80-7648.60-31.0434.08-605.10348.40-14.40-54.40-0.1043.80-59.19-44.1031.231.22192.578.278.2721322.52400.000.000.000.000.000.000.000.00-3332.30-3332.30-6238.8792044.09-81510.2418110.85-46121.06-14752.0712264.71-206157.570.00-162.58-419.97-40.169192.31-1083.73-2969.69-227843.990.000.000.0092044.0992044.090.000.000.000.003718.660.002011.7.2812012K1+350～K1+390软基处理换填片石小计25T汽吊台班2011.7.30个个100mmm33313013K0+037圆管涵吊运安装台班费用挖机台班原预算费用小计挖沟槽土方挖沟槽石方回填砂砾非预应力I级钢筋非预应力Ⅱ级钢筋C30砼预制盖板C25砼涵身C25砼基础C25片石砼基础水泥砂浆抹面M10水泥砂浆勾缝M10C25砼台帽浆砌块料M7.5防水层沉降缝2011.7.31见16号签证单mkgkgmmmmmmmmmmmm3K1+402.5盖板涵结构类型变更14014m3332m23m322小计15015K1+402.5盖板涵基坑右21.56～+31.56米软基换填片石K1+402.5盖板涵基坑石方爆破清除非适用土换填片石小计石方爆破小计人工挖土方332011.8.103160162011.8.1033K0+669圆管涵基坑软基换17017填、石笋间回填C25砼回填C25砼换填级配碎石小计挖沟槽土方挖沟槽石方2011.8.16m3m3m3砂砾石回填非预应力钢筋(直径10mm以内）非预应力钢筋(直径20mm以内）砼管道铺设C30砼直径米砼基础C25砼增设K0+554.33横向排水管（直径1.0米）砂砾垫层端墙身C25砼端墙C25砼基础帽石C25砼M7.5浆砌片石防水层（二层沥青）管节、沉降缝防水（沥青麻絮）管节接头防水层m3kgkgm3m3m3m3m3m3m3m2m2m2m2m3m3kgkgm3m3m3m3m3m3m3m2m2m2m2m3101.426.566.03465.74340.7112.86372.64340.4387.79209.879.1567.3435.3261.4111.53101.426.566.03465.74340.7112.86372.64340.4387.79209.879.1567.3435.3261.416.16172.80380.721526.3013.3728.516.342.101.100.508.8090.4010.4011.903.4073.6056.00238.400.003.525.761.920.800.500.2013.7533.183.014.860.801626.6717525.382497.529203.596226.949713.36715.53782.54374.44193.901846.86827.16700.34420.31208.7954955.31848.615679.521563.900.001639.401962.43216.69298.11170.2077.562885.71303.60202.69171.4849.1316069.0410020.296.16340.7112.86372.64340.4387.79209.879.1567.3435.3261.41172.8380.721526.313.3728.516.342.11.10.58.890.410.411.93.473.6056.00238.400.003.525.761.920.800.500.2013.7533.183.014.860.801626.6717525.382497.529203.596226.949713.36715.53782.54374.44193.901846.86827.16700.34420.31208.7954955.31848.615679.521563.900.001639.401962.43216.69298.11170.2077.562885.71303.60202.69171.4849.1316069.0410020.292011.8.162011.8.1618018沉降缝小计挖沟槽土方砂砾石回填非预应力钢筋(直径10mm以内）非预应力钢筋(直径20mm以内）砼管道铺设C30砼直径米砼基础C25砼增设K0+554.33纵向排水管（直径0.6米）砂砾垫层端墙身C25砼端墙C26砼基础帽石C25砼M7.5浆砌片石防水层（二层沥青）管节、沉降缝防水（沥青麻絮）管节接头防水层沉降缝小计回填土方K0+440～K0+540路基右侧凹坑回填土方及K0+370~+560变更土质水沟为浆砌片石水沟

19019K0+440～K0+540路基右侧凹坑回填土方及K0+370~+560变更土质水沟为浆砌片石水沟浆砌片石水沟坑槽挖土方小计C25砼C30砼m3209.8711.53340.799.62139.2819.171.08154.4220907.251605.9032533.446531.220.000.00-1521.305009.920.000.00-4599.96-4599.960.001679.200.001679.200.000.0032731.3332731.330.000.000.000.000.00209.8711.53340.799.62139.2819.171.08154.4220907.251605.9032533.446531.220.000.00-1521.305009.920.000.00-4599.96-4599.960.001679.200.001679.200.000.0032731.3332731.330.000.000.000.000.002011.9.192011.8.302011.8.20m3mmm3320020K1+636圆管涵C25砼包管钢筋台背回填小计25T汽吊台班kg3101.42-15.001.251.25101.42-15.001.251.25个个100mmm3321021K0+669圆管涵吊运安装台班费挖机台班原预算费用小计换填级配碎石5943.1-0.778.405943.1-0.778.422022K0+554.33圆管涵基坑软基换填及石方爆破石方爆破清除非适用土小计打松木桩41.9840.008.408.2955.1341.98408.48.2955.132011.9.9m3mmmm333增设K0+439～K0+456.5挡23023土墙C25片砼基础M7.5浆砌片石小计铺筑石渣C25砼浇注小 计I 级钢筋小计挖Ⅱ类土方挖Ⅲ类土方挖Ⅳ类石方挖Ⅴ类石方填方小计209.87155.96360.00180.001071.61209.87155.96360.00180.001071.613增设K1+350～+380临时预24024制厂增设盖板吊环方案m3kg2011.9.2425025m3m3m3m3m3m38.699.1135.6441.986.166.16-4796.52-31465.8345335.65-15963.8444988.921596.50-41681.72-286653.691615762.67-670162.00277131.75894397.019834.449834.448.699.1135.6441.986.166.16-4796.52-31465.8345335.65-15963.8444988.921596.5-41681.72-286653.691615762.67-670162.00277131.75894397.019834.449834.442011.9.262011.9.2626026土石方变更27027K1+690~+757.104路基右侧回填土方回填土方小计级配碎石垫层（30cm厚）m2m319.2878.5933557.0029588.50646978.962325360.2219.2878.593355729588.5646978.962011.9.262325360.2228028关于变更路面结构层厚度的方案C35砼面板（26cm厚）的方案

小计2972339.18m3m32972339.18填土方29029路床换填片石换填片石小计30030改K0+803.5盖板涵为直径1.0米的圆管涵6.1660-2236.002236.00-13773.76134160.00120386.246.1660-2236.002236.00-13773.76134160.00120386.242011.9.27直径1.0米圆管涵m61.6361.632011.10.2031031K0+300~+669左侧水改渠结构类型变更路床挖填片石清除非适用土m3m32284.002284.000.000.000.00m3m336.9836.980.000.000.00m35.080.000.00m3m3m3m3m315.14151.05151.05225035.4131927.71379.070.000.000.000.000.000.000.00m33387.283387.28198022.6231927.71379.067151.05151.055.0836.9836.982284.002284.000.002011.10.2032032K0+900～+K1+100路床软基22.84米范围内挖填片石，换填深度为0.5mK0+807基坑软基换填级配碎石2011.11.200.000.000.000.000.000.000.000.000.000.000.000.000.000.002011.11.222011.9.272011.11.302011.11.24小计33033换填级配碎石清除非适用土小计34034K0+300～+390水改渠基坑开挖石方石方爆破小计 清除非适用土石方爆破K0+460～+650水改渠基坑35035软基换填级配碎石小计填石方填土方外弃土方小计36036填方分类变更K0+700～+800路 基填筑37037范围内厂房挖地梁钢筋深坑回填石方回填片石小计合计5108988.15计量工程师:日期:审核:日期：共1 页

备注此两项数据在007号变更里面有计算

缺业主签字业主、设计方末签字业主、设计方末签字缺业主签字见9号签证单缺业主签字设计图缺设计方签字、会议纪要缺业主签字。基坑开挖石方见22号签证单施工图缺设计方签字、计算表缺业主签字缺业主签字缺业主签字缺业主签字缺设计方、业主、监理签字待审批