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k1+780-k3+209.599填挖方计算表(手工绘图）序号桩号面积(m2)平均间距(m)方量（m3）填挖1K1+78018.82K1+8009255.42011083K1+82082872017404K1+84050.366.152013235K1+86049.7502010006K1+880117.283.452016697K1+900199.2158.22031648K1+920216.2207.72041549K1+940292.8254.520509010K1+960327309.920619811K1+980348.9337.9520675912K2+000345346.9520693913K2+020376.9360.9520721914K2+040322.6349.7520699515K2+060343.433320666016K2+080351.3347.3520694717K2+100361.1356.220712418K2+120362.6361.8520723719K2+140382.4372.520745020K2+160329.2355.820711621K2+180285.8307.520615022K2+200251268.420536823K2+220223.2237.120474224K2+240209.4216.320432625K2+260194201.720403426K2+28080.8137.420274827K2+30075.578.1520156328K2+32035.755.620111229K2+3400.418.0520361总挖方126296118055挖完回填0.1756095.230K2+34011.831K2+36055.933.852067732K2+38090.373.120146233K2+400131.3110.820221634K2+420189.8160.5520321135K2+440233.1211.4520422936K2+460274.7253.920507837K2+480314.1294.420588838K2+500376.3345.220690439K2+520424.2400.2520800540K2+540531.6477.920955841K2+560582.3556.95201113942K2+580639.9611.1201222243K2+600690.4665.15201330344K2+620568629.2201258445K2+640517.3542.65201085346K2+660520.9519.1201038247K2+680505.6513.25201026548K2+700497501.3201002649K2+720463.1480.0520960150K2+740460.1461.620923251K2+760446.6453.3520906752K2+780434.7440.6520881353K2+800386.2410.4520820954K2+820349.2367.720735455K2+840293.3321.2520642556K2+860244.4268.8520537757K2+880194219.220438458K2+900151.1172.5520345159K2+920128.6139.8520279760K2+940106117.320234661K2+96084.295.120190262K2+98069.276.720153463K3+00052.560.8520121764K3+0204146.752093565K3+04029.935.452070966K3+06025.827.852055767K3+08029.927.852055768K3+10032.1312062069K3+12037.234.652069370K3+14057.447.32094671K3+16067.262.320124672K3+1858475.625189073K3+209.695.989.9524.62212.777447.956287.7路面及垫层-0.158869.6-137.3968总填方230322.2732232037.1
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