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1、楊凌河堤路兩側便道樁號填挖距離填方挖方備注小樁號側K0+000.01.711.5187.565K0+011.530.9210.1291.789K0+021.626.8610.1201.697K0+031.713.0810.991.451K0+042.63.715.829.230K0+058.40合計801.732樁號填挖距離填方挖方備注大樁號側K0+000.009.5182.305K0+009.538.3815903.975K0+024.582.1510.3800.774K0+034.873.3411.9699.542K0+046.744.2313.1531.533K0+059.836.9212、5.9500.294K0+075.726.0110.9260.946K0+086.621.8718.5202.298K0+105.10合計4081.665良良和和便便道道樁號填挖距離填方挖方備注K0+000.0025.719.404K0+025.71.5116.934.138K0+042.62.5321.140.723K0+063.71.3327.243.384K0+090.91.8626.757.272K0+117.62.4322.753.232K0+140.32.2621.750.995K0+162.02.4430.573.048K0+192.52.3525.951.282K0+218.43、1.6128.154.655K0+246.52.2826.867.804K0+273.32.7827.865.052K0+301.11.922.941.678K0+324.01.7424.642.066K0+348.61.6824.532.830K0+373.1122.228.749K0+395.31.5923.335.416K0+418.61.4522.937.213K0+441.51.821.832.373K0+463.31.1717.624.552K0+480.91.6224.437.942K0+505.31.4931.256.160K0+536.52.1123.447.736K0+554、9.91.9719.118.814K0+579.00合計1046.5155929.911K0+042.62.531#1#便便道道數數量量計計算算表表樁號填（m2）挖（m2）距離填方（m3）挖方備注K0+000.01.711.5187.565K0+011.530.9210.1291.789K0+021.626.8610.1201.697K0+031.713.0810.991.451K0+042.63.717.444.718K0+060.01.442040.9K0+080.02.652080.8K0+100.05.4320115.3K0+120.06.12087.7K0+140.02.6720525、.7K0+160.02.62052.4K0+180.02.642050.9K0+200.02.452048K0+220.02.352045.8K0+240.02.232051.4K0+260.02.912062.4K0+280.03.332068K0+300.03.472049.3K0+320.01.462035K0+340.02.042033.7K0+360.01.332040.1K0+380.02.682055.7K0+400.02.892059.1K0+420.03.022058.5K0+440.02.832057.1K0+460.02.882059.1K0+480.03.032067K6、0+500.03.672079.8K0+520.04.312079.2K0+540.03.612068.4K0+560.03.232061.5K0+580.02.922055.1K0+600.02.592053.9K0+620.02.82058.2K0+640.03.022062.4K0+660.03.222064.2K0+680.03.22062.1K0+700.03.012058.8K0+720.02.872051.6K0+740.02.292042.1K0+760.01.922030.9K0+780.01.172033.6K0+800.02.192023.9K0+820.00.27.677、2.03255K0+827.70.33合計2975.85255計算：復核：審核：2#2#便便道道數數量量計計算算表表樁號填（m2）挖（m2）距離填方（m3）挖方備注K0+000.009.5182.305K0+009.538.3815903.975K0+024.582.1510.3800.7735K0+034.873.3411.9699.5415K0+046.744.2313.1531.5325K0+059.836.9215.9500.2935K0+075.726.0110.9260.946K0+086.621.8718.5205.72K0+105.10.3714.918.9975K0+120.8、02.182048.8K0+140.02.72057.5K0+160.03.052063.9K0+180.03.3420147.4K0+200.011.420992.2K0+220.087.82202097.6K0+240.0121.94202372.6K0+260.0115.32201957K0+280.080.38201618.6K0+300.081.48201743K0+320.092.82201750.7K0+340.082.25202498.9K0+360.0167.64203425.8K0+380.0174.94202545.7K0+400.079.63201670.8K0+4209、.087.45201859K0+440.098.45201946.5K0+460.096.2201998K0+480.0103.6202014.3K0+500.097.83202085.9K0+520.0110.76202098.6K0+540.099.1202010.1K0+560.0101.91202253.1K0+580.0123.4202366.8K0+600.0113.28202551.1K0+620.0141.83203085.4K0+640.0166.71203751.1K0+660.0208.4203850K0+680.0176.6203561.7K0+700.0179.57210、03785.8K0+720.0199.01202772K0+740.078.19201651.7K0+760.086.98201948.3K0+780.0107.85201401.3K0+800.032.2811.48200.8426K0+811.52.71合計74286.1271計算：復核：審核：里里程程X X坐坐標標Y Y坐坐標標設設計計標標高高3789663.8113789663.81136504172.9836504172.98439.2439.2K0+1203789649.23636504170.479439.218K0+1403789633.75136504158.253439.211、42K0+1603789627.33936504139.595439.266K0+1803789626.38236504119.704439.290K0+2003789610.58136504109.880439.314K0+2203789590.58136504109.881439.338K0+2403789570.58136504109.883439.362K0+2603789550.58136504109.884439.387K0+2803789530.58136504109.885439.411K0+3003789510.58136504109.886439.435K0+320378912、490.58136504109.887439.459K0+3403789470.58136504109.889439.484K0+3603789450.58136504109.890439.626K0+3803789430.58136504109.891439.945K0+4003789410.58136504109.892440.290K0+4203789390.58136504109.894440.636K0+4403789370.58136504109.895440.982K0+4603789350.58136504109.896441.327K0+4803789330.5813650413、109.897441.673K0+5003789310.58136504109.899442.018K0+5203789290.58136504109.900442.364K0+5403789270.58136504109.901442.709K0+5603789250.58136504109.902443.055K0+5803789230.58136504109.904443.401K0+6003789210.58136504109.905443.746K0+6203789190.58136504109.906444.092K0+6403789170.58136504109.907444.414、37K0+6603789150.58136504109.909444.783K0+6803789130.58136504109.910445.128K0+7003789110.58136504109.911445.474K0+7203789090.58136504109.912445.819K0+7403789070.58136504109.914446.165K0+7603789050.58136504109.915446.511K0+7803789030.58136504109.916446.856K0+8003789010.58136504109.917447.202K0+811.47515、3788999.10636504109.918447.40036504172.977,3789663.81136504170.479,3789649.23636504158.253,3789633.75136504139.595,3789627.33936504119.704,3789626.38236504109.880,3789610.58136504109.881,3789590.58136504109.883,3789570.58136504109.884,3789550.58136504109.885,3789530.58136504109.886,3789510.58136504116、09.887,3789490.58136504109.889,3789470.58136504109.890,3789450.58136504109.891,3789430.58136504109.892,3789410.58136504109.894,3789390.58136504109.895,3789370.58136504109.896,3789350.58136504109.897,3789330.58136504109.899,3789310.58136504109.900,3789290.58136504109.901,3789270.58136504109.902,3789217、50.58136504109.904,3789230.58136504109.905,3789210.58136504109.906,3789190.58136504109.907,3789170.58136504109.909,3789150.58136504109.910,3789130.58136504109.911,3789110.58136504109.912,3789090.58136504109.914,3789070.58136504109.915,3789050.58136504109.916,3789030.58136504109.917,3789010.58136504109.918,3788999.106施施工工便便道道主主要要工工程程數數量量表表序序號號單單位位工工程程單單位位數數量量備備注注11#便道填方m32975.852C25混凝土m3607.53碎石墊層m3560.254鋼管護欄m450（單側）5水溝m83062#便道主鋼棧橋m135具體工程數量見附表7支鋼棧橋m308填方m374286.139C25混凝土m354010碎石墊層m3547.7511鋼管護欄m400（單側）12排水涵管個48013水溝m520計算：復核：審核：