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1、路路基基填填筑筑工工程程量量计计算算表表序号桩号面积平均面积距离设计方量 完成方量备注（m2）（m2）（m）（m3）（m3）1DK151+1800.0019.90203983982DK151+20039.8047.55209519513DK151+22055.3053.0520106110614DK151+24050.8053.7520107510755DK151+26056.7053.0020106010606DK151+28049.3024.65204934937DK151+3000.008DK151+5000.007.50201501509DK151+52015.0014.9520299
2、29910DK151+54014.9029.052058158111DK151+56043.2042.402084884812DK151+58041.6042.152084384313DK151+60042.7040.452080980914DK151+62038.2036.702073473415DK151+64035.2035.452070970916DK151+66035.7040.152080380317DK151+68044.6044.602089289218DK151+70044.6032.202064464419DK151+72019.809.902019819820DK151+
3、7400.0021DK152+4000.0012.752025525522DK152+42025.5036.902073873823DK152+44048.3052.25201045104524DK152+46056.2061.10201222122225DK152+48066.0068.00201360136026DK152+50070.0072.80201456145627DK152+52075.6071.60201432143228DK152+54067.6054.75201095109529DK152+56041.9031.902063863830DK152+58021.9010.95
4、2021921931DK152+6000.0032DK152+7400.007.052014114133DK152+76014.1026.402052852834DK152+78038.7039.752079579535DK152+80040.8040.702081481436DK152+82040.6027.302054654637DK152+84014.0025.802051651638DK152+86037.6053.10201062106239DK152+88068.60101.50202030203040DK152+900134.40104.80202096209641DK152+9
5、2075.2045.302090690642DK152+94015.407.702015415443DK152+9600.0044DK153+4800.0049.652099393945DK153+50099.30141.1202822276861.102012221222路路基基填填筑筑工工程程量量计计算算表表序号桩号面积平均面积距离设计方量 完成方量备注（m2）（m2）（m）（m3）（m3）46DK153+520182.90267.15205343528947DK153+540351.40312.1206242618848DK153+560272.80243.15204863480949D
6、K153+580213.50169.1203382332850DK153+600124.7083.9201678162451DK153+62043.1021.552043137752DK153+6400.0053DK153+7000.007.252014513054DK153+72014.5038.552077175655DK153+74062.6082.60201652163756DK153+760102.6097.20201944192957DK153+78091.8057.10201142112758DK153+80022.4031.312062661159DK153+82040.2120.112856354860DK153+8280.00合计6419363659计算： 复核： 日期：141.12028222768路路基基填填筑筑工工程程量量计计算算表表序号桩号面积平均面积距离设计方量 完成方量备注（m2）（m2）（m）（m3）（m3）
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