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1、電電纜纜線線路路工工程程土土石石方方量量計計算算表表(排排管管部部分分)砼砼現現場場攪攪拌拌0 0規格排管箱體(m)內襯管(mm)內襯管水平間距(mm)工程量寬高(含墊層)覆土層長度m（PVC-C）長度m（DBS）內徑尺寸壁厚破路面(m2)基地打夯m2排管土方(m3)排管砼(m3)160PVC-C(m)160DBS(m)200 U-PVC(m)200DBS(m)排管根數 排管總挖深 排管土外運一一、排排管管澆澆制制 單單層層0.001*1孔0.340.520.800160521000.000.000011.3201*2孔0.550.520.8001605210000.000.000021.322、01*3孔0.760.520.8001605210000.000.000031.3201*4孔0.970.520.8001605210000.000.000041.3201*5孔1.180.520.8001605210000.000.000051.3201*6孔1.390.520.8001605210000.000.000061.3201*1孔0.380.560.8002005250000.000.000011.3601*2孔0.630.560.8002005250000.000.000021.3601*3孔0.880.560.8002005250000.000.000031.3601*4孔13、.130.560.8002005250000.000.000041.3601*5孔1.380.560.8002005250000.000.000051.3601*6孔1.630.560.8002005250000.000.000061.360二二、排排管管澆澆制制 雙雙層層0.002*2孔0.550.730.8001605210000.000.000041.5302*3孔0.760.730.8001605210000.000.000061.5302*4孔0.970.730.8001605210000.000.000081.5302*5孔1.180.730.8001605210000.000.04、000101.5302*6孔1.390.730.8001605210000.000.0000121.5302*7孔1.60.730.8001605210000.000.0000141.5302*8孔1.810.730.8001605210000.000.0000161.5302*9孔2.020.730.8001605210000.000.0000181.5302*2孔0.630.810.8002005250000.000.000041.6102*3孔0.880.810.8002005250000.000.000061.6102*4孔1.130.810.8002005250000.000.0005、081.6102*5孔1.380.810.8002005250000.000.0000101.6102*6孔1.630.810.8002005250000.000.0000121.6102*7孔1.880.810.8002005250000.000.0000141.6102*8孔2.130.810.8002005250000.000.0000161.6102*9孔2.380.810.8002005250000.000.0000181.610三三、排排管管澆澆制制 三三層層804.783*3孔0.760.940.8001605210000.000.000091.7403*4孔0.970.940.6、8120001605210236414044113.36804.78144000121.7410943*5孔1.180.940.8001605210000.000.0000151.7403*6孔1.390.940.8001605210000.000.0000181.7403*7孔1.60.940.8001605210000.000.0000211.7403*8孔1.810.940.8001605210000.000.0000241.7403*9孔2.020.940.8001605210000.000.0000271.7403*3孔0.881.060.8002005250000.000.00007、91.8603*4孔1.131.060.8002005250000.000.0000121.8603*5孔1.381.061.4002005250000.000.0000152.4603*6孔1.631.060.8002005250000.000.0000181.8603*7孔1.881.060.8002005250000.000.0000211.8603*8孔2.131.060.8002005250000.000.0000241.8603*9孔2.381.060.8002005250000.000.0000271.860合合計計120012000 023642364140414044113411380580514400144000 00 00 010941094寬高(含墊層)覆土層長度m（UPVC）長度m（DBS）內徑尺寸壁厚破路面(m2)基地打夯m2排管土方(m3)排管砼(m3)160 U-PVC(m)160DBS(m)200 U-PVC(m)200DBS(m)土方統計30排管破路面方式選擇砼路面 厚度瀝青砼路面 厚度砂石、碎石路面 厚度人行道預制塊人行道彩色預制塊150以內250以內150以內250以內150以內250以內60以內120以內注注:11表表示示選選用用,否否則則00