路基填方计算表

计量单元桩号K55+920K55+960K55+980K56+000K56+218.43K56+240.K56+260.K56+280.K56+300.K56+320.K56+340.K56+360.K56+380.K56+400.K56+461.43K56+480.K56+500.K56+520.K56+540.K56+560.K56+580.K56+600.K56+620.K56+0.K56+660.K56+680.～K55+960.～K55+980.～K56+000.～K56+015.4～K56+240.～K56+260.～K56+280.～K56+300.～K56+320.～K56+340.～K56+360.～K56+380.～K56+400.～K56+421.39～K56+480.～K56+500.～K56+520.～K56+540.～K56+560.～K56+580.～K56+600.～K56+620.～K56+0.～K56+660.～K56+680.～K56+693.61设计路面分隔带边缘高程m1加宽路基平均高程考虑边坡清表54cmm294区顶高程坡脚高程3494区填土高度m5本 期计量标高m6累 计计量高度m7累计计量断面面积m28段落长度m9上 期 末3截止本期末3本期计量m借土填方总累计计量m数量m3借土填方借土填方10131546.4423.5723.23-46.82备 注87.0787.06987.06887.06886.76586.786.76386.76385.13885.13785.13685.13683.04583.1483.20283.22.0931.9971.9341.87285.06685.06685.05685.0562.0211.9261.8541.79217.25916.44815.83315.30440.00020.00020.00015.400690.36328.96316.66235.683.92305.39293.43282.5K56+065.4明通道87.06287.06187.06187.0687.05987.05987.05887.05887.05787.05687.05487.05487.05387.05387.05387.05287.05287.05287.05287.05387.05387.05387.05386.75786.75686.75686.75586.75486.75486.75386.75386.75286.75186.74986.74986.74886.74886.74886.74786.74786.74786.74786.74886.74886.74886.74885.1385.12985.12985.12885.12785.12785.12685.12685.12585.12485.12285.12285.12185.12185.12185.1285.1285.1285.1285.12185.12185.12185.1218382.94882.282.83282.77182.7482.73982.74882.75582.76282.74382.72482.69382.6682.62482.582.55482.56782.57782.58482.51582.35781.9352.1302.1812.2372.2962.3562.3872.3872.3782.3702.3622.3792.3982.4282.4612.4972.5312.5662.5532.5432.5372.6062.73.18685.085.05885.0585.05785.05185.05185.05585.05685.04485.04485.04785.0585.05285.04285.04885.05185.05785.05985.05385.05185.03285.0585.052.02.112.1582.2252.282.3112.3162.3082.22.2822.3042.3262.3592.3822.4242.4622.5032.4922.4762.4672.5172.6933.11517.62718.01918.42919.00219.47119.73619.77919.71019.54819.48819.67619.820.14620.34220.70121.02521.37621.28221.14521.06821.49522.99826.60221.57020.00020.00020.00020.00020.00020.00020.00020.00021.39018.57020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00013.61016.390380.21360.38368.58380.043.42394.72395.58394.20390.916.85365.38397.28402.92406.84414.02420.50427.52425.422.90421.329.90313.00436.01328.26313.08321.62333.06342.62347.41347.41346.38345.02366.25331.77360.56365.85370.376.1383.62388.57388.06385.67383.62393.35287.9339.2951.9547.3046.96.9846.8047.3148.1747.8245.9450.6033.6136.7237.0736.2037.9236.8838.9537.5837.2337.7436.5525.1096.72K56+703.～K56+720.61制表： 复核： 项目监理工程师： 驻地监理工程师：

安新改建工程土建08合同段路基左侧路基填筑工程数量计算表合同号：NO.08

计量单元桩号K56+720.K56+740.K56+760.K56+780.K56+800.K56+820.K56+840.K56+865.39K56+880.K56+900.K56+920.K56+940.K56+960.K56+980.K57+000.K57+020.K57+040.K57+060.K57+080.K57+100.K57+120.K57+140.K57+160.K57+180.K57+200.K57+270.43K57+300.K57+320.K57+340.K57+360.～K56+740.～K56+760.～K56+780.～K56+800.～K56+820.～K56+840.～K56+861.39～K56+880.～K56+900.～K56+920.～K56+940.～K56+960.～K56+980.～K57+000.～K57+020.～K57+040.～K57+060.～K57+080.～K57+100.～K57+120.～K57+140.～K57+160.～K57+180.～K57+200.～K57+234.39～K57+300.～K57+320.～K57+340.～K57+360.～K57+380.设计路面分隔带边缘高程m87.05387.05387.05387.05387.05387.05387.05487.05487.05487.05487.05487.05487.05487.05487.05487.05587.05587.05587.05587.05587.05587.05587.05587.05587.05587.05687.05687.05687.05687.056加宽路基平均高程考虑边坡清表54cmm94区顶高程坡脚高程85.12185.12185.12185.12185.12185.12185.12285.12285.12285.12285.12285.12285.12285.12285.12285.12385.12385.12385.12385.12385.12385.12385.12385.12385.12385.12485.12485.12485.12485.12481.88581.93581.99382.05182.10882.1582.15182.11182.05482.01681.99982.00281.99881.98781.96381.93981.91581.281.86981.84681.81281.77681.73881.68181.63381.90281.91781.92981.93881.95594区填土高度m本 期计量标高m累 计计量高度m累计计量断面面积m2段落长度m上 期 末3截止本期末3本期计量m借土填方总累计计量m数量m3借土填方借土填方备 注86.74886.74886.74886.74886.74886.74886.74986.74986.74986.74986.74986.74986.74986.74986.74986.75086.75086.75086.75086.75086.75086.75086.75086.75086.75086.75186.75186.75186.75186.7513.2363.1863.1283.0703.0132.9712.9713.0113.0683.1063.1233.1203.1243.1353.1593.1843.2083.2313.2543.2773.3113.3473.3853.4423.4903.2223.2073.1953.1863.16985.05285.03985.04285.04685.04685.04785.04685.05185.05885.04685.05185.05285.05185.0485.04685.04585.04385.05185.05185.05485.0585.0585.04285.05385.04685.04385.05685.05785.0585.0553.1673.1043.0492.9952.9382.72.52.943.0043.033.0523.053.0533.0533.0833.1063.1283.1593.1823.2083.2383.2743.3043.3723.4133.1413.1393.1283.1123.127.04626.50826.03825.57725.09124.74024.72325.10825.65425.87626.026.04726.07326.07326.32926.52526.71326.97827.17427.39627.65327.96028.21628.79729.14726.82426.80726.71326.57626.47420.00020.00020.00020.00020.00020.00021.39014.61020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00034.39029.57020.00020.00020.00020.000540.92530.16520.76511.54501.82494.80528.82366.83513.08517.52521.28520.94521.46521.46526.58530.50534.26539.56543.48547.92553.06559.205.32575.941002.37793.19536.14534.26531.52529.48418.412.99403.77393.52383.1375.59401.14341.74477.22484.39487.12486.44486.27486.61491.73496.52498.91501.81506.76509.67515.65521.28529.14537.85938.05743.19499.42495.83495.83493.27122.46117.17116.99118.02118.72119.21127.6825.0935.8633.1334.1634.5035.1934.8534.8533.9835.3537.7536.7238.2537.4137.9235.1838.09.3250.0036.7238.4335.6936.21制表： 复核： 项目监理工程师： 驻地监理工程师：

安新改建工程土建08合同段路基左侧路基填筑工程数量计算表合同号：NO.08

计量单元桩号K57+380.～K57+398.94K57+742.42K57+760.K57+780.K57+800.K57+820.K57+840.K57+860.K57+880.K57+905.74K57+920.K57+940.K57+960.K57+980.K58+000.K58+020.K58+040.K58+060.K58+080.K58+100.K58+120.K58+140.K58+160.K58+180.K58+200.K58+220.K58+240.K58+260.K58+280.设计路面分隔带边缘高程m87.056加宽路基平均高程考虑边坡清表54cmm94区顶高程坡脚高程85.12481.96594区填土高度m本 期计量标高m累 计计量高度m累计计量断面面积m2段落长度m上 期 末3截止本期末3本期计量m借土填方总累计计量m数量m3借土填方借土填方备 注86.7513.15985.0563.09126.39718.940499.965.8334.13～K57+760.～K57+780.～K57+800.～K57+820.～K57+840.～K57+860.～K57+880.～K57+903.24～K57+920.～K57+940.～K57+960.～K57+980.～K58+000.～K58+020.～K58+040.～K58+060.～K58+080.～K58+100.～K58+120.～K58+140.～K58+160.～K58+180.～K58+200.～K58+220.～K58+240.～K58+260.～K58+280.～K58+300.87.15187.1887.21187.24287.27287.30387.33387.387.39587.42587.45687.48687.51787.54887.57887.60987.63987.6787.70187.73187.76287.78687.80387.81187.81287.80487.787.76586.84686.87586.90686.93786.96786.99887.02887.05987.09087.12087.15187.18187.21287.24387.27387.30487.33487.36587.39687.42687.45787.48187.49887.50687.50787.49987.48487.46085.21985.24885.27985.3185.3485.37185.40185.43285.46385.49385.52485.55485.58585.61685.685.67785.70785.73885.76985.79985.8385.85485.87185.87985.8885.87285.85785.83381.38381.27881.23881.24681.30381.3681.41381.481.50281.5481.57881.58881.59781.60681.59281.5781.53981.51481.49881.49181.48481.47581.481.43381.40181.36881.33581.3033.8363.9704.0414.04.0374.0113.9883.9683.9613.9533.9463.9663.9884.0104.0544.1074.1684.2244.2714.3084.34.3794.4074.44.4794.5044.5224.53084.97485.00285.05285.09285.11585.11585.11485.11785.24385.29185.31185.3285.3585.38384.98684.57284.60284.584.784.72584.71284.71884.72584.77584.74784.7184.71984.7243.5913.7243.8143.8463.8123.7553.7013.6533.7413.7513.7333.7323.7533.7773.3943.0023.0633.1313.1493.2343.2283.2433.2613.3423.3463.3423.3843.42130.66731.80332.57232.84532.55432.06831.60731.19731.94832.03431.88031.87132.05132.25628.98525.63726.15826.73926.227.61827.56727.69527.84928.54128.57528.54128.929.21517.58020.00020.00020.00020.00020.00020.00023.24014.26020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.000539.13636.06651.44656.90651.081.36632.14725.02455.580.68637.60637.421.025.12579.70512.74523.16534.78537.84552.36551.34553.90556.98570.82571.50570.82577.98584.30494.09583.97595.24599.68591.31584.82582.6675.19345.879.95486.78474.14481.31494.12424.44436.545.62445.955.35463.21456.38468.85467.48467.48469.7473.29484.734.9245.0452.0956.2057.2259.7756.5449.5449.83109.72160.73150.82163.28159.71151.00155.2676.1877.5488.8282.49.1594.9685.05.50103.34101.8097.5393.25119.38制表： 复核： 项目监理工程师： 驻地监理工程师：

安新改建工程土建08合同段路基左侧路基填筑工程数量计算表合同号：NO.08

计量单元桩号K58+300.～K58+329.47K58+369.51K58+380.K58+400.K58+420.K58+440.K58+460.K58+480.K58+500.K58+520.K58+540.K58+560.K58+580.K58+616.43K58+1.72K58+660.K58+680.K58+700.K58+753.03K58+780.K58+800.K58+820.K58+840.K58+860.K58+880.K58+900.K58+920.K58+940.～K58+380.～K58+400.～K58+420.～K58+440.～K58+460.～K58+480.～K58+500.～K58+520.～K58+540.～K58+560.～K58+580.～K58+610.43～K58+638.72～K58+660.～K58+680.～K58+700.～K58+731.99～K58+780.～K58+800.～K58+820.～K58+840.～K58+860.～K58+880.～K58+900.～K58+920.～K58+940.～K58+962.52设计路面分隔带边缘高程m87.73487.59287.52887.45787.37787.29287.20687.12187.03586.9586.886.886.69386.60886.43686.35186.26586.17985.92185.83585.74885.66285.57685.4985.40485.32185.24485.174加宽路基平均高程考虑边坡清表54cmm94区顶高程坡脚高程85.80285.6685.59685.52585.44585.3685.27485.185.10385.01884.93284.93284.76184.67684.50484.41984.33384.24783.983.90383.81683.7383.483.55883.47283.383.31283.24281.4781.15581.11281.07781.05281.03581.0178180.95180.880.8480.8480.13379.38579.88880.15580.480.62580.80180.7680.69980.980.6180.580.58380.59280.60980.62594区填土高度m本 期计量标高m累 计计量高度m累计计量断面面积m2段落长度m上 期 末3截止本期末3本期计量m借土填方总累计计量m数量m3借土填方借土填方备 注87.42987.28787.22387.15287.07286.98786.90186.81686.73086.586.55986.55986.38886.30386.13186.04685.96085.87485.61685.53085.44385.35785.27185.18585.09985.01684.93984.8694.3324.5054.4844.4484.3934.3254.2574.14.1524.1204.0924.0924.6285.2914.61.23.9333.6223.1883.1433.1173.0813.0342.9692.82.7972.7032.61784.33284.98184.91184.81484.7184.65984.59484.48884.37784.26584.25184.16584.0884.08183.10283.04783.05982.83.77883.683.56783.43783.35783.35183.25283.13583.05382.962.8623.8263.7993.7373.6583.6243.5773.4883.4263.3673.4113.3253.9474.6963.2142.22.6592.2652.9772.9042.8682.7882.7472.7622.6692.5432.4442.33524.44132.67432.44331.91431.23930.94930.54829.78829.25828.75429.13028.39633.70740.10427.44824.69822.70819.34325.42424.80024.49323.81023.45923.58722.79321.71720.87219.94129.47010.49020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00030.43022.29018.28020.00020.00031.99026.97020.00020.00020.00020.00020.00020.00020.00020.00022.520720.28342.758.86638.28624.78618.98610.96595.76585.16575.08582.60567.921025.703.92501.75493.954.16618.78685.69496.004.876.20469.18471.74455.834.34417.44449.07597.22269.02511.55494.47486.78468.68462.18450.049.2447.33454.67447.84838.35638.27444.92438.27397.96542.84516.39363.8367.73342.28347.07346.55337.84328.96307.1287.8123.0673.73137.31143.81138.00150.30148.78145.70135.96127.75127.93120.08187.35255.6556.8355.6956.2075.94169.30132.20122.13133.92122.11125.19118.02105.38110.34161.27制表： 复核： 项目监理工程师： 驻地监理工程师：

安新改建工程土建08合同段路基左侧路基填筑工程数量计算表合同号：NO.08

计量单元桩号K59+062.52K59+080.K59+100.K59+120.K59+140.K59+160.K59+180.K59+200.K59+220.K59+240.K59+820.46K59+840.K59+860.K59+880.K59+900.K59+920.K59+940.K59+960.K59+980.K60+000.K60+020.K60+040.K60+060.K60+080.K60+100.K60+120.K60+140.K60+160.K60+180.设计路面分隔带边缘高程m加宽路基平均高程考虑边坡清表54cmm94区顶高程坡脚高程94区填土高度m本 期计量标高m累 计计量高度m累计计量断面面积m2段落长度m上 期 末3截止本期末3本期计量m借土填方总累计计量m数量m3借土填方借土填方备 注K59+012.52明涵82.96182.93882.92182.91182.90482.682.882.88182.87482.86780.48780.4528080.44380.49280.55580.58380.57580.75280.8552.4742.4862.9212.4682.4122.3412.3062.3062.1222.01282.182.86182.84482.83382.82182.81882.82482.81582.81382.8222.4042.4092.8442.392.3292.2632.2412.242.0611.96720.53020.57324.28820.41119.019.32619.13819.13017.60116.79817.48020.00020.00020.00020.00020.00020.00020.00020.00010.210358.811.485.708.22397.80386.52382.76382.60352.02171.51376.1375.93449.2372.863.15352.87347.07346.55314.61151.19-17.2435.5336.5635.3633.6533.6535.6936.0537.4120.32～K59+080.～K59+100.～K59+120.～K59+140.～K59+160.～K59+180.～K59+200.～K59+220.～K59+240.～K59+250.21～K59+840.～K59+860.～K59+880.～K59+900.～K59+920.～K59+940.～K59+960.～K59+980.～K60+000.～K60+020.～K60+040.～K60+060.～K60+080.～K60+100.～K60+120.～K60+140.～K60+160.～K60+180.～K60+202.4984.384.8784.85384.84384.83684.82884.82184.81384.80684.79984.58884.56584.54884.53884.53184.52384.51684.50884.50184.494K59+770.46明涵84.5184.49884.48684.47584.484.45484.44484.43584.42684.41784.40884.39984.3984.38284.37384.384.35584.34684.33784.20584.19384.18184.17084.15984.14984.13984.13084.12184.11284.10384.09484.08584.07784.06884.05984.05084.04184.03282.57882.56682.55482.54382.53282.52282.51282.50382.49482.48582.47682.46782.45882.4582.44182.43282.42382.41482.40580.10380.09380.09680.11180.12480.13580.13980.13780.12880.11280.09780.08280.09180.10180.1180.02379.92579.81579.762.4752.4732.4582.4322.4082.3872.3732.3662.3662.3732.3792.3852.3672.3492.3312.4092.4982.5992.582.52782.51682.50282.50282.48182.46682.47182.46382.45182.43782.42882.4282.41682.39182.38782.38482.37582.3682.3612.4242.4232.4062.3912.3572.3312.3322.3262.3232.3252.3312.3382.3252.292.2772.3612.452.5452.60120.70120.69220.54720.41920.12919.90719.91519.819.83819.85619.90719.96719.85619.55719.44620.16320.92321.73422.21319.54020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00022.490404.50413.84410.94408.38402.58398.14398.30397.28396.76397.12398.14399.34397.12391.14388.92403.218.434.68499.57361.41362.44360.22355.95353.21350.65349.63348.26343.31346.72347.75351.51347.07341.77335.62350.48367.05386.18444.2543.0951.4050.7252.4349.3747.4948.6749.0253.4550.4050.3947.8350.0549.3753.3052.7851.4148.5055.32制表： 复核： 项目监理工程师： 驻地监理工程师：

安新改建工程土建08合同段路基左侧路基填筑工程数量计算表合同号：NO.08

计量单元桩号K60+450.5K60+460.K60+480.K60+500.K60+520.K60+540.K60+560.K60+580.K60+600.K60+620.K60+0.K60+660.K60+680.K60+700.K60+720.K60+740.K60+760.K60+776.49K60+800.K60+820.K60+840.K60+860.K60+880.K60+900.K60+920.K60+940.K60+960.K60+980.～K60+460.～K60+480.～K60+500.～K60+520.～K60+540.～K60+560.～K60+580.～K60+600.～K60+620.～K60+0.～K60+660.～K60+680.～K60+700.～K60+720.～K60+740.～K60+760.～K60+772.49～K60+800.～K60+820.～K60+840.～K60+860.～K60+880.～K60+900.～K60+920.～K60+940.～K60+960.～K60+980.～K61+007.29设计路面分隔带边缘高程m加宽路基平均高程考虑边坡清表54cmm94区顶高程坡脚高程94区填土高度m本 期计量标高m累 计计量高度m累计计量断面面积m2段落长度m上 期 末3截止本期末3本期计量m借土填方总累计计量m数量m3借土填方借土填方备 注84.984.73884.83784.94585.06185.17785.29385.40985.52585.185.75785.87385.986.10586.2286.33686.45286.56886.68486.887.03287.03287.14687.287.37887.47987.56787.287.80784.34484.43384.53284.084.75684.87284.98885.10485.22085.33685.45285.56885.68485.80085.91586.03186.14786.26386.37986.49586.72786.72786.84186.95987.07387.17487.26287.33787.50282.71782.80682.90583.01383.12983.24583.36183.47783.59383.70983.82583.94184.05784.17384.28884.40484.5284.63684.75284.86885.185.185.21485.33285.44685.54785.63585.7185.87579.83679.80879.81379.82279.83479.80979.779.69779.6379.55579.47279.379.379.39879.479.56779.63479.66379.69379.72279.78179.84879.92579.979.87679.85279.82779.80379.7072.8812.9983.0923.1913.2953.4363.5973.7803.9634.1544.3534.5524.6934.7754.7994.8374.88.9735.0595.1465.3195.2525.25.4325.5705.6955.8085.9076.16882.46782.61982.61782.76182.882.95683.03283.18283.31783.36983.47983.63183.76983.94383.99684.08184.12183.08583.15983.183.1983.25783.45683.69883.71383.76583.87683.585.0672.6312.8112.8042.9393.03.1473.2683.4853.6873.8144.0074.2424.4054.5454.5074.5144.4873.4223.4663.4673.4093.4093.5313.7983.8373.9134.0494.0925.3622.46924.00623.94625.09926.16726.87527.90929.76231.48732.57234.22036.22737.61938.81438.49038.55038.31929.22429.60029.60829.11329.11330.15532.43532.76833.41734.57834.945.7749.50020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00012.49023.51020.00020.00020.00020.00020.00020.00020.00020.00020.00027.29015.670213.480.12478.92501.98523.34537.50558.18595.24629.74651.44684.40724.54752.38776.28769.80771.00478.60687.06592.00592.16582.26582.26603.108.70655.36668.34691.56953.68717.28172.16388.74410.77434455.52485.07503.35528.8551.85579.18608.39631.792.55654.336.24675416.85381.67332.322.47338.18349.8341.6354.58367.22376.963.77525.78237.5341.3091.3868.1567.9867.8252.4354.8366.4477.72.2676.0192.75109.83121.95105.5696.0061.75305.39259.11269.69244.08232.46261.50294.12288.14291.38301.79427.90479.75K61+0.～K61+080.33制表： 复核： 项目监理工程师： 驻地监理工程师：

安新改建工程土建08合同段路基左侧路基填筑工程数量计算表合同号：NO.08

计量单元桩号K61+080.K61+100.K61+120.K61+140.K61+160.K61+180.K61+200.K61+220.K61+240.K61+260.K61+280.K61+300.K61+320.K61+340.K61+360.K61+380.K61+400.K61+600.K61+620.K61+0.K61+660.K61+680.K61+700.K61+720.K61+740.K61+760.K61+780.K61+800.～K61+100.～K61+120.～K61+140.～K61+160.～K61+180.～K61+200.～K61+220.～K61+240.～K61+260.～K61+280.～K61+300.～K61+320.～K61+340.～K61+360.～K61+380.～K61+400.～K61+420.04～K61+620.～K61+0.～K61+660.～K61+680.～K61+700.～K61+720.～K61+740.～K61+760.～K61+780.～K61+800.～K61+815.设计路面分隔带边缘高程m87.81587.8187.79187.7687.72787.69387.6687.62787.59387.52787.52787.53587.41787.487.38187.32487.30186.69886.6886.586.48186.35486.22986.186.0688686.84886.84185.87385.774加宽路基平均高程考虑边坡清表54cmm94区顶高程坡脚高程85.88385.87885.85985.82885.79585.76185.72885.69585.66185.59585.59585.60385.48585.46885.44985.39285.36984.76684.74884.63284.54984.42284.29784.23284.13684.06884.91684.90983.94183.84279.68279.65879.63479.6179.58679.56179.53779.51379.479.46579.44179.41679.39279.36879.34479.3279.29579.05479.0379.00578.98178.95778.93378.90978.88478.8678.83678.81278.78878.794区填土高度m本 期计量标高m累 计计量高度m累计计量断面面积m2段落长度m上 期 末3截止本期末3本期计量m借土填方总累计计量m数量m3借土填方借土填方备 注87.51087.50587.48687.45587.42287.38887.35587.32287.28887.22287.22287.23087.11287.09587.07687.01986.99686.39386.37586.25986.17686.04985.92485.85985.76385.69586.54386.53685.56885.4696.2016.2206.2256.2186.2096.2006.1916.1826.1726.1306.1546.1876.0936.1006.1056.0726.0745.7125.7185.6275.5685.4655.35.3235.2525.2086.0806.0975.1535.07885.09485.09185.08685.05285.00284.96584.91784.90284.85984.85284.85683.983.71683.76983.79883.73783.73184.40584.40384.36184.32184.28584.15984.16284.09483.95983.383.682.82082.6905.4125.4335.4525.4425.4165.4045.385.35.375.3875.4154.5734.3244.4014.4544.4174.4365.3515.3735.3565.345.3285.2265.2535.215.0995.0575.0844.0323.926.21846.39846.56046.47546.25346.15045.94546.02245.86046.00546.24439.05336.92737.58538.03737.72137.88345.69845.88545.74045.60445.50144.63044.86144.49343.54543.18743.41734.43333.52820.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.04020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00015.00021.41020.000924.36927.96931.20929.50925.06923.00918.90920.44917.20920.10924.88781.06738.54751.70760.74754.42759.113.96917.70914.80912.010.022.607.228.86870.90863.74651.26737.21670.56312.22327.25329.324.69336.48338.01340.58340.92361.58366.71372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69372.69476.85442.54612.14600.71601.56604.81588.58584.99578.32579.52555.62553.39552.19408.37365.85379.01388.05381.73386.49541.27545.01542.11539.39537.33519.91524.53517.17498.21491.05278.57260.36228.02K61+818.～K61+840.59K61+840.～K61+860.制表： 复核： 项目监理工程师： 驻地监理工程师：

安新改建工程土建08合同段路基左侧路基填筑工程数量计算表合同号：NO.08

计量单元桩号K61+860.～K61+880.K61+880.～K61+900.K61+900.～K61+920.K61+920.～K61+940.K61+940.～K61+960.K61+960.～K61+980.K61+980.～K62+011.58小 计设计路面分隔带边缘高程m85.67585.57585.47685.37785.27785.17885.079加宽路基平均高程考虑边坡清表54cmm94区顶高程坡脚高程83.74383.383.54483.44583.34583.24683.14778.73978.71578.69178.66778.378.61878.59494区填土高度m本 期计量标高m累 计计量高度m累计计量断面面积m2段落长度m上 期 末3截止本期末3本期计量m借土填方总累计计量m数量m3借土填方借土填方备 注85.37085.27085.17185.07284.97284.87384.7745.0044.9284.8534.7784.7024.6284.55382.59282.58482.09682.31582.40982.35282.3513.8533.8693.4053.83.7663.7343.75732.90533.04129.07931.15432.16231.88832.08520.00020.00020.00020.00020.00020.00031.580658.10660.82581.58623.083.24637.761013.24458.43443.058.43435.71400.18424.785.92199.67217.76123.15187.37243.06212.98367.3231541制表： 复核： 项目监理工程师： 驻地监理工程师：