黑石山景观道路工程量变更前后对照表

工程量序号1项目名称路基工程挖一般土方回填方翻挖土方碾压方量回填方量路床（槽）整形灌溉渠改移工程灌溉水沟灌溉水沟挖土方灌溉水沟回填方灌溉水沟垫层土工合成材料灌溉水沟拆除旧混凝土3路面工程砂砾石21.9416028.70m214987.001041.70351669.68328814.7822854.90250mm10.0335.5310.034.9535.531.993791.102821.502424.57450.00m3m3m3m33932.6010209.502137.501842.67342.0010347.00141.501382.60684.00581.90108.002596.0038024.73411867.3128299.6512001.6215988.5025756.5739443.98362743.5421439.139121.2212151.2620590.531419.2549123.786860.522880.413837.245166.04≤1m11592.10m3单价原设计工单变更后设程量位计工程量增减量增加量减少量原设计造价工程造价（元）变更后设计造价增减量增加量减少量备注12943.00m22154.4157.4616.66117.1219.66395.6070.00111.3044.8017.50147.0012.60mm3m3m3m2m30.000.000.000.000.000.0070.00111.3044.8017.50147.0012.6010808.706395.30746.372049.602890.024984.560.000.000.000.000.000.0010808.706395.30746.372049.602890.024984.56150mm0.75m水泥稳定碎（砾）石透层、粘层封层沥青混凝土沥青混凝土安砌护肩带培土路肩4加宽沥青混凝土沥青封层水泥稳定砂砾级配砂砾垫层5错车道挖方填方沥青混凝土沥青封层水泥稳定砂砾级配砂砾垫层54.876.9013.8449.0411.5366.2335.5349.0413.8454.8721.9412944.00m212944.00m212944.00m212944.00m212944.00m23838.000.000.000.000.000.00mm310347.0010347.0010347.0010347.000.003156.001159.80489.37489.37489.37489.371159.80489.37489.37489.37489.372597.002597.002597.002597.0012944.00682.00710237.2889313.60179144.96634773.76149244.32254190.740.000.000.000.000.00567739.8971394.30143202.48507416.880.00209021.8841207.6923998.706772.8826851.7310736.7841207.6923998.706772.8826851.7310736.78142497.3917919.3035942.48127356.88149244.3245168.86200mm10mm50mm10mmm2m2m2m250mm200mm250mm10.0335.5349.0413.8454.8721.940.000.000.000.000.000.00m3m3m260.00118.80450.00450.00456.00486.0060.00118.80450.00450.00456.00486.000.000.000.000.000.000.00601.804220.9622068.006228.0025020.7210662.84601.804220.9622068.006228.0025020.7210662.8450mm10mm200mm250mmm2m2m26支线填方级配砂砾垫层水泥稳定砂砾沥青封层沥青混凝土路缘石培土路肩与主线平交填方级配砂砾垫层水泥稳定砂砾沥青封层沥青混凝土35.5321.9454.8713.8449.040.000.000.000.000.00m3m2m2m2m290.00240.00240.00240.00240.0090.00240.00240.00240.00240.000.000.000.000.000.003197.705265.6013168.803321.6011769.603197.705265.6013168.803321.6011769.6035.5321.9454.8713.8449.0466.2335.530.000.000.000.000.000.000.00m3m2m2m21264.21873.60768.00768.00768.00200.00120.001264.21873.60768.00768.00768.00200.00120.000.000.000.000.000.000.000.0044917.3819166.7842140.1610629.1237662.7213246.004263.6044917.3819166.7842140.1610629.1237662.7213246.004263.60250mm200mm10mm50mmC30m2mm37桥面及附近路面加宽填方级配砂砾垫层水泥稳定砂砾沥青封层沥青混凝土8安全设施隔离护栏标杆标线9涵洞工程预制混凝土板混凝土墩（台）帽混凝土基础混凝土墩（台）身浆砌块料出口延伸流水面延伸八字墙35.5321.9454.8713.8449.0466.23220.88504.0538.810.000.000.000.000.00m3m2m2m2m291.8137.4037.4077.4877.4891.8137.4037.4077.4877.480.000.000.000.000.003262.01820.562052.141072.323799.623262.01820.562052.141072.323799.621424.008.00122.40m根m21400.006.000.0024.000.00122.40314533.124032.404750.34309232.003024.300.005301.121008.104750.34473.96660.66387.79429.32337.93337.93337.9315.397.8215.91114.9285.370.000.003.83m3m3m3m3m3m3m3t13.346.7813.46108.0063.2551.203.243.3251.203.242.051.042.456.9222.127294.245166.366169.7449337.4528849.080.000.006322.634479.275219.6546366.5621374.0717302.351094.8914455.6117302.351094.89971.62687.09950.092970.897475.01C30C30C25C25现浇构件钢4348.86筋0.5016634.392178.783级钢渠道模板10平面交叉挖方填方AC-16沥青混凝土面层透层水泥稳定砂砾基层级配砂砾 垫层11路肩式挡土墙48.1510.0335.5349.046.9054.8732.5898.000.0031.85293.39293.39293.39303.59m2m3m3m2m2m2m20.0039.5010.28269.65269.65269.65279.8539.5098.004718.700.000.00396.19365.2513223.641860.5914795.709117.51396.194718.7021.5723.7423.7423.7423.741131.6314387.852024.3916098.319890.96766.381164.21163.811302.61773.45200mm250mm50mmC25片石混凝368.79土砂砾反滤层防渗土工布Φ10cmPVC管挖方回填沥青麻絮沉降缝换填砂砾12急流槽混凝土387.79120.0919.6656.3925.2133.7847.26119.140.000.000.000.000.000.000.000.00m3m3m2mm3m3m2m31656.30432.0058.80186.00679.10279.90194.40472.501656.30432.0058.80186.00679.10279.90194.40472.500.000.000.000.000.000.000.000.00610826.8851878.881156.0110488.5417120.119455.029187.3456293.65610826.8851878.881156.0110488.5417120.119455.029187.3456293.650.00m358.5058.500.0022685.7222685.72C25砂砾垫层挖方填方边沟增加填方1314合计32.5810.0335.53433.7135.530.000.000.000.000.00m3m3m3mm330.5584.5033.80310.0011555.7030.5584.5033.80310.0011555.700.000.000.000.000.00995.32847.541200.91134450.10410574.02995.32847.541200.91134450.10410574.023413406.244496995.921755498.54671908.86变更后设计造价-原设计造价=工程造价增加量-工程造价减少量（4692826.43-3609236.75=1755498.54-671908.86=1083589.68）制表： 复核： 审核：

1083589.681083589.68