电力电缆线路工程土石方量计算表(排管部分).xls

1、电电缆缆线线路路工工程程土土石石方方量量计计算算表表(排排管管部部分分)砼砼现现场场搅搅拌拌0 0规格排管箱体(m)内衬管(mm)内衬管水平间距(mm)工程量宽高(含垫层)覆土层长度m（PVC-C）长度m（DBS）内径尺寸壁厚破路面(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)排管根数 排管总挖深 排管土外运一一、排排管管浇浇制制 单单层层0.001*1孔0.340.520.800160521000.000.000011.3201*2孔0.550.520.8001605210000.000.000021.32

2、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1

3、.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、排排管管浇浇制制 双双层层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1.180.730.8001605210000.000.0

4、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1.130.810.8002005250000.000.000

5、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、排排管管浇浇制制 三三层层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0.881.060.8002005250000.000.0000

7、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合合计计120012000 023642364140414044113411380580514400144000 00 00 010941094宽高(含垫层)覆土层长度m（UPVC）长度m（DBS）内径尺寸壁厚破路面(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)土方统计30排管破路面方式选择砼路面 厚度沥青砼路面 厚度砂石、碎石路面 厚度人行道预制块人行道彩色预制块150以内250以内150以内250以内150以内250以内60以内120以内注注:11表表示示选选用用,否否则则00