市政工程量计算表.xls

1、k6+640-k10+200k6+640-k10+200土土方方工工程程量量清清单单 第 1 页 共 1 页 桩号（m ） 填方面积 （m2） 挖方面积 （m2） 平均填方面 积（m2） 平均挖方面 积（m2） 距离（m） 填方量（m3 ） 挖方量（m3 ） K6+640166.3651.46 269.661.294010786.5851.72 K6+680372.9641.126 桥梁区 K6+700 桥梁区K6+720 K6+740 K6+760333.3890.838 333.360.84206667.1516.72 K6+780333.3260.834 290.540.91205810

2、.8618.14 K6+800247.7600.98 261.341.00205226.8120.03 K6+820274.9211.023 260.930.96205218.6719.16 K6+840246.9460.893 193.600.85203871.9616.96 K6+860140.2500.803 212.172.68204243.4253.52 K6+880284.0924.549 218.566.15204371.21123.02 K6+900153.0297.753 142.0610.44202841.16208.73 K6+920131.08713.12 95.009

3、.68201899.97193.67 K6+94058.9106.247 49.377.5020987.39149.96 K6+96039.8298.749 37.809.8820755.92197.51 K6+98035.76311.002 56.066.50201121.23130.05 K7+00076.3602.003 67.863.38201357.1067.57 K7+02059.3504.754 41.649.9620832.87199.25 K7+04023.93715.171 36.5910.7820731.86215.65 K7+06049.2496.394 50.009.

4、2920999.98185.88 K7+08050.74912.194 65.826.60201316.31131.96 K7+10080.8821.002 67.331.33201346.5826.50 K7+12053.7761.648 40.3314.5020806.60290.03 K7+14026.88427.355 46.3821.7520927.68435.00 K7+16065.88416.145 93.988.55201879.66170.92 K7+180122.0820.947 122.200.96202444.0819.11 K7+200122.3260.964 101

5、.731.11202034.5322.23 K7+22081.1271.259 89.521.16201790.4423.14 K7+24097.9171.055 k6+640-k10+200k6+640-k10+200土土方方工工程程量量清清单单 第 1 页 共 1 页 桩号（m ） 填方面积 （m2） 挖方面积 （m2） 平均填方面 积（m2） 平均挖方面 积（m2） 距离（m） 填方量（m3 ） 挖方量（m3 ） 93.191.02201863.8520.43 K7+26088.4680.988 103.380.97202067.5319.43 K7+280118.2850.955 11

6、9.720.97202394.4219.37 K7+300121.1570.982 128.800.99202575.9519.86 K7+320136.4381.004 143.081.01202861.6020.24 K7+340149.7221.02 161.991.01203239.8320.26 K7+360174.2611.006 166.991.10203339.7922.03 K7+380159.7181.197 165.141.15203302.7823.02 K7+400170.5601.105 152.731.03203054.6320.57 K7+420134.9030

7、.952 136.022.44202720.3548.83 K7+440137.1323.931 135.062.48202701.1449.57 K7+460132.9821.026 124.491.01202489.8720.13 K7+480116.0050.987 156.531.53203130.5030.66 K7+500197.0452.079 187.591.44203751.7628.71 K7+520178.1310.792 163.960.91203279.2118.26 K7+540149.7901.034 151.091.11203021.8122.17 K7+560

8、152.3911.183 148.371.07202967.3421.31 K7+580144.3430.948 143.880.97202877.5419.30 K7+600143.4110.982 147.280.97202945.6219.41 K7+620151.1510.959 83.0931.28201661.80625.62 K7+64015.02961.603 68.3731.31201367.39626.22 K7+660121.7101.019 112.411.01202248.2120.24 K7+680103.1111.005 91.791.11201835.7022.

9、28 K7+70080.4591.223 79.691.10201593.7722.06 K7+72078.9180.983 77.791.06201555.8321.25 K7+74076.6651.142 87.684.67201753.5093.45 K7+76098.6858.203 99.754.60201994.9292.03 K7+780100.8071 126.621.08202532.3721.56 K7+800152.4301.156 157.721.17203154.4523.37 K7+820163.0151.181 133.072.33202661.4746.50 K

10、7+24097.9171.055 k6+640-k10+200k6+640-k10+200土土方方工工程程量量清清单单 第 1 页 共 1 页 桩号（m ） 填方面积 （m2） 挖方面积 （m2） 平均填方面 积（m2） 平均挖方面 积（m2） 距离（m） 填方量（m3 ） 挖方量（m3 ） K7+840103.1323.469 104.684.97202093.6899.46 K7+860106.2366.477 118.413.74202368.2774.80 K7+880130.5911.003 120.501.00202409.9920.08 K7+900110.4081.005 10

11、0.211.01202004.2220.16 K7+92090.0141.011 91.880.99201837.6919.73 K7+94093.7550.962 93.560.98201871.1419.50 K7+96093.3590.988 86.340.99201726.8719.73 K7+98079.3280.985 83.121.00201662.4719.91 K8+00086.9191.006 89.350.99201786.9619.78 K8+02091.7770.972 93.250.94201864.9018.87 K8+04094.7130.915 96.050.

12、97201920.9219.48 K8+06097.3791.033 97.491.00201949.8520.00 K8+08097.6060.967 95.840.98201916.8919.68 K8+10094.0831.001 91.950.97201838.9119.36 K8+12089.8080.935 90.400.97201808.0219.36 K8+14090.9941.001 88.390.97201767.8119.41 K8+16085.7870.94 86.770.98201735.3219.56 K8+18087.7451.016 87.691.0020175

13、3.7020.06 K8+20087.6250.99 85.280.75201705.5615.00 K8+22082.9310.51 88.690.76201773.8415.18 K8+24094.4531.008 94.701.00201894.0219.94 K8+26094.9490.986 123.080.97202461.5419.35 K8+280151.2050.949 130.8521.31202617.01426.15 K8+300110.49641.666 113.7221.54202274.40430.84 K8+320116.9441.418 136.191.212

14、02723.7024.22 K8+340155.4261.004 156.211.00203124.1219.96 K8+360156.9860.992 157.170.99203143.4319.83 K8+380157.3570.991 198.091.04203961.8520.87 K8+400238.8281.096 246.481.05409859.0042.06 K8+440254.1221.007 133.072.33202661.4746.50 k6+640-k10+200k6+640-k10+200土土方方工工程程量量清清单单 第 1 页 共 1 页 桩号（m ） 填方面积

15、 （m2） 挖方面积 （m2） 平均填方面 积（m2） 平均挖方面 积（m2） 距离（m） 填方量（m3 ） 挖方量（m3 ） 253.701.01205074.0020.23 K8+460253.2781.016 268.401.01205367.9120.19 K8+480283.5131.003 294.080.75205881.5314.95 K8+500304.6400.492 333.760.75206675.1014.98 K8+520362.8701.006 384.471.00207689.4419.94 K8+540406.0740.988 446.330.99208926

16、.6519.78 K8+560486.5910.99 449.610.95208992.2819.09 K8+580412.6370.919 486.781.02209735.5820.36 K8+600560.9211.117 563.031.322011260.5126.34 K8+620565.1301.517 桥梁区 K8+640 桥梁区 K8+660 K8+680477.1600.99 461.920.98209238.4919.64 K8+700446.6890.974 433.920.98208678.3819.64 K8+720421.1490.99 426.731.05208

17、534.5820.91 K8+740432.3091.101 404.971.02208099.4520.41 K8+760377.6360.94 307.420.88206148.3917.68 K8+780237.2030.828 214.570.94204291.3918.74 K8+800191.9361.046 183.020.92203660.4518.47 K8+820174.1090.801 172.070.80203441.3115.96 K8+840170.0220.795 161.371.47406454.8858.96 K8+880152.7222.153 150.05

18、1.56203000.9331.19 K8+900147.3710.966 140.270.98202805.3819.59 K8+920133.1670.993 152.750.94203054.9418.89 K8+940172.3270.896 126.174.44202523.3188.71 K8+96080.0047.975 72.4820.04201449.57400.78 K8+98064.95332.103 47.5653.6620951.111073.13 K9+00030.15875.21 24.60108.1720492.052163.32 K9+02019.047141

19、.122 11.46115.8420229.192316.74 K9+0403.87290.552 7.7580.0620155.061601.11 K8+440254.1221.007 k6+640-k10+200k6+640-k10+200土土方方工工程程量量清清单单 第 1 页 共 1 页 桩号（m ） 填方面积 （m2） 挖方面积 （m2） 平均填方面 积（m2） 平均挖方面 积（m2） 距离（m） 填方量（m3 ） 挖方量（m3 ） K9+06011.63469.559 9.7944.6220195.79892.30 K9+0807.94519.671 8.4018.4220167.

20、97368.37 K9+1008.85217.166 23.9011.3820478.03227.64 K9+12038.9515.598 58.217.31201164.22146.27 K9+14077.4719.029 72.779.51201455.42190.14 K9+16068.0719.985 63.6313.13201272.54262.69 K9+18059.18316.284 58.4718.29201169.45365.86 K9+20057.76220.302 59.4215.44201188.48308.87 K9+22061.08610.585 65.246.81

21、201304.86136.29 K9+24069.4003.044 93.732.37201874.5447.36 K9+260118.0541.692 158.291.93203165.7838.66 K9+280198.5242.174 237.981.49204759.5629.74 K9+300277.4320.8 293.480.88205869.6617.60 K9+320309.5340.96 299.520.97205990.3519.44 K9+340289.5010.984 234.480.73204689.6414.53 K9+360179.4630.469 180.47

22、0.69203609.3313.78 K9+380181.4700.909 197.240.93203944.8318.53 K9+400213.0130.944 247.560.96204951.1319.20 K9+420282.1000.976 324.031.02206480.5220.31 K9+440365.9521.055 373.931.04207478.6820.89 K9+460381.9161.034 375.651.00207512.9219.93 K9+480369.3760.959 360.730.96207214.6519.25 K9+500352.0890.96

23、6 344.850.90206897.0617.97 K9+520337.6170.831 309.330.87206186.5617.38 K9+540281.0390.907 282.360.91205647.1918.26 K9+560283.6800.919 275.921.46205518.4929.11 K9+580268.1691.992 220.157.76204402.91155.12 K9+600172.12213.52 133.8356.41202676.691128.29 K9+62095.54799.309 80.31103.50201606.232069.90 K9

24、+64065.076107.681 7.7580.0620155.061601.11 k6+640-k10+200k6+640-k10+200土土方方工工程程量量清清单单 第 1 页 共 1 页 桩号（m ） 填方面积 （m2） 挖方面积 （m2） 平均填方面 积（m2） 平均挖方面 积（m2） 距离（m） 填方量（m3 ） 挖方量（m3 ） 55.73121.26201114.602425.23 K9+66046.384134.842 42.56145.5120851.122910.22 K9+68038.728156.18 34.76185.6620695.253713.13 K9+700

25、30.797215.133 35.98220.1520719.694402.98 K9+72041.172225.165 43.97210.0920879.484201.84 K9+74046.776195.019 31.49228.7520629.734575.04 K9+76016.197262.485 19.33272.3220386.695446.44 K9+78022.472282.159 16.85235.9020337.044717.97 K9+80011.232189.638 25.05196.7020500.983933.90 K9+82038.866203.752 185.

26、67102.29203713.352045.80 K9+840332.4690.828 397.590.84207951.7516.75 K9+860462.7060.847 桥梁区 K9+880 桥梁区 K9+900 K9+920 K9+940 K9+960444.0880.953 398.820.97207976.3819.33 K9+980353.5500.98 317.700.98206353.9519.64 K10+000 281.8450.984 265.101.24205301.9824.78 K10+020 248.3531.494 229.761.24204595.1124.

27、82 K10+040 211.1580.988 187.261.00203745.2819.91 K10+060 163.3701.003 138.851.01202777.0520.14 K10+080 114.3351.011 98.780.98201975.5419.65 K10+10083.2190.954 87.190.98201743.7219.54 K10+12091.1531 86.340.94201726.8518.75 K10+14081.5320.875 84.710.94201694.1318.84 K10+16087.8811.009 88.861.01201777.

28、2920.13 K10+18089.8481.004 64.647.79201292.82155.75 K10+20039.43414.571 K9+64065.076107.681 k6+640-k10+200k6+640-k10+200土土方方工工程程量量清清单单 第 1 页 共 1 页 桩号（m ） 填方面积 （m2） 挖方面积 （m2） 平均填方面 积（m2） 平均挖方面 积（m2） 距离（m） 填方量（m3 ） 挖方量（m3 ） 合 计527496.1560110.89 860无断面 k6+640-k10+200k6+640-k10+200软软土土换换填填工工程程量量清清单单 第 1

29、 页 共 1 页 桩号（m ） 处理长度（m） 平均换填厚 度（m） 处理面积 清除软土量 （m3） 回填软土量 （m3） K6+650 501.1030503355.003355.00 K6+700 503.10332910319.9010319.90 K6+750 5032010420.20 K6+800 501.2024622954.402954.40 K6+850 500.9031792861.102861.10 K6+900 501.4031744443.604443.60 K6+950 501.4032254515.004515.00 K7+000 500

30、.7035952516.502516.50 K7+050 500.7030092106.302106.30 K7+100 500.8531822704.702704.70 K7+150 501.0039733973.003973.00 K7+200 500.7040002800.002800.00 K7+250 500.6534652252.252252.25 K7+300 500.6532422107.302107.30 K7+350 500.7033022311.402311.40 K7+400 500.8029362348.802348.80 K7+450 500.8033892711.

31、202711.20 K7+500 500.80851680.80680.80 K7+550 500.7016841178.801178.80 K7+600 500.302177653.10653.10 K7+650 500.4522881029.601029.60 K7+700 500.6038652319.002319.00 K7+750 500.6029411764.601764.60 K7+800 500.6026861611.601611.60 K7+850 500.8042503400.003400.00 K7+900 500.7540483036.003036.00 K7+950

32、500.6536522373.802373.80 K8+000 500.6539802587.002587.00 K8+050 500.6539912594.152594.15 K8+100 k6+640-k10+200k6+640-k10+200软软土土换换填填工工程程量量清清单单 第 1 页 共 1 页 桩号（m ） 处理长度（m） 平均换填厚 度（m） 处理面积 清除软土量 （m3） 回填软土量 （m3） 500.7039822787.402787.40 K8+150 500.7039712779.702779.70 K8+200 500.6538702515.502515.50 K8+

33、250 500.7030882161.602161.60 K8+300 500.7040832858.102858.10 K8+350 500.7542913218.253218.25 K8+400 500.8030082406.402406.40 K8+450 500.7041562909.202909.20 K8+500 500.9531562998.202998.20 K8+550 501.2020962515.202515.20 K8+600 180 K8+780 200.701418992.60992.60 K8+800 500.7038942725.802725.80 K8+850

34、 500.7536072705.252705.25 K8+900 500.7528902167.502167.50 K8+950 500.7539192939.252939.25 K9+000 500.7564574842.754842.75 K9+050 500.8046643731.203731.20 K9+100 500.7536952771.252771.25 K9+150 501.2537104637.504637.50 K9+200 500.7033952376.502376.50 K9+250 500.7021911533.701533.70 K9+300 500.9010259

35、22.50922.50 K9+350 500.8025552044.002044.00 K9+400 500.8513301130.501130.50 K9+450 500.901044939.60939.60 K9+500 500.7524941870.501870.50 K9+550 500.7035232466.102466.10 K9+600 501.4538205539.005539.00 K9+650 500.3038791163.701163.70 K8+100 k6+640-k10+200k6+640-k10+200软软土土换换填填工工程程量量清清单单 第 1 页 共 1 页

36、桩号（m ） 处理长度（m） 平均换填厚 度（m） 处理面积 清除软土量 （m3） 回填软土量 （m3） K9+700 500.3039771193.101193.10 K9+750 500.3039361180.801180.80 K9+800 500.8037733018.403018.40 K9+850 K9+950 500.7538772907.752907.75 K10+000 500.7541013075.753075.75 K10+050 500.7039712779.702779.70 K10+100 500.7539152936.252936.25 K10+150 501.0

37、038433843.003843.00 K10+200 合 计183512.60183512.60 500.3038791163.701163.70 清单3916 说明超出图外 k6+640-k10+200k6+640-k10+200清清淤淤工工程程量量清清单单 第 页 共 页 序 号 处理范围 处理长度 （m） 平均清淤、抛 石厚度（m） 处理面积 （m2） 清淤量（ m3） 抛片石（ m3） 回填砂砾 （m3） 回填素土 （m3） 土工格栅 （m2） 还塘面积 （m2） 还塘方量（ m3） 备注 1K6+680K6+700201.3311051469.65552.50221.00696.1

38、51105.001105.003315.00 2K6+700K6+780800.701218852.60609.00243.600.001218.001218.003654.00 3K6+740K6+8601200.7024101687.001205.00482.000.002410.002410.007230.00 4K6+860K6+9601001.258711088.75435.50174.20479.05871.00871.002613.00 5K6+900K6+920200.70182127.4091.0036.400.00182.00182.00546.00 6K6+960K6+9

39、80200.80260208.00130.0052.0026.00260.00260.00780.00 7K7+060K7+1601000.9013831244.70691.50276.60276.601383.001383.004149.00 8K7+280K7+340601.10792871.20396.00158.40316.80792.00792.002376.00 9K7+380K7+440600.9012451120.50622.50249.00249.001245.001245.003735.00 10 K7+480K7+6401601.0571757533.753587.501

40、435.002511.25 7175.007175.0021525.00 11 K7+649K7+680310.7016671166.90833.50333.40 0.001667.001667.005001.00 12 K7+740K7+780400.70561392.70280.50112.20 0.00561.00561.001683.00 13 K7+780K7+8801000.7036562559.201828.00731.20 0.003656.003656.0010968.00 14 K7+940K7+980401.70360612.00180.0072.00360.00 360

41、.00360.001080.00 15 K8+280K8+300200.75932699.00466.00186.40 46.60932.00932.002796.00 16 K8+400K8+460601.7513772409.75688.50275.401445.85 1377.001377.004131.00 17 K8+500K8+6001003.2048140.0015404.80962.80 0.004814.004814.0014442.00 18 K8+800K8+880800.80544435.20272.00108.80 54.40544.00544.001632.00 1

42、9 K8+920K9+000800.701294905.80647.00258.80 0.001294.001294.003882.00 20 K9+000K9+060600.70322225.40161.0064.40 0.00322.00322.00966.00 21 K9+200K9+3401401.1048065286.602403.00961.201922.40 4806.004806.0014418.00 22 K9+340K9+6202803.30105330.0034758.902106.60 0.0010533.00 10533.0031599.00 23 K9+840K9+

43、860201.10162178.2081.0032.40 64.80162.00162.00486.00 24 K10+120 K10+140200.702819.6014.005.600.0028.0028.00 84.00 31093.90 66338.709539.408448.9047697.00 47697.00 143091.000.00 18 K8+800K8+880800.80544435.20272.00108.80 54.40544.00544.001632.00 雨雨水水管管工工程程量量计计算算表表（管管道道）Y Y 123457911121314 序号桩号 HDPE管

44、长度 （ d600mm ） HDPE管长 度 （d800mm ） HDPE管 长度 （ d1000mm ） 钢砼管 长度 （ d1500mm ） 雨水口 雨水管 d300mm 雨水管 d400mm 连接管 长度 d600mm 连接管 长度 d800mm 连接管 长度 d1000mm 连接管 长度 d1200mm 1Y167Y16839.8316 2Y168Y16939.82816.8 3Y169Y17039.828 4Y170Y17139.82817.0 5Y171Y17239.828 6Y172Y17345.52816.5 7Y173Y17434.128 8Y174Y17539.928 9Y

45、175Y17640.02822.3 10Y176Y17736.8316 11Y177Y177-143.8 12Y177-1Y17840.8532 13Y178Y17931.531620.0 14Y179Y18057.328 15Y180Y18140.02821.2 16Y181Y18240.02817.2 17Y182Y18339.928 18Y183Y18440.228 19Y184Y18554.531636.6 20Y185Y18664.62817.1 21Y186Y18739.928 22Y187Y18839.82820.4 23Y188Y18939.828 24Y189Y19039.8

46、2820.9 25Y190Y19139.8316 26Y192Y19337.353255.995.7 27Y193Y19439.82820.3 28Y194Y19539.828 29Y195Y19639.82820.3 30Y196Y19740.028 31Y197Y19840.12816.8 32Y198Y19939.428 33Y199Y20039.92816.7 34Y200Y20139.728 35Y201Y20239.82816.8 36Y202Y20342.4324 37Y203Y20434.9216 38Y205Y20641.441620.7 39Y206Y20741.828 4

47、0Y207Y207-133.328 41Y207-1Y20847.643237.5 42Y209-1Y20941.5416 43Y209Y21038.828 44Y210Y21142.428 45Y211Y21240.02816.9 46Y212Y21340.028 47Y213Y21439.82817.1 48Y214Y21539.8316 49Y215Y21639.818 50Y216Y216-121.00 51Y217Y21839.841620.4 52Y218Y21939.828 53Y219Y22039.828 54Y220Y22140.22816.4 55Y221Y22239.82

48、8 56Y222Y22340.328 57Y223Y22439.128 58Y224Y22539.72816.8 59Y225Y22639.828 60Y226Y22739.82817.0 61Y227Y22839.828 62Y228Y22939.828 63Y229Y23040.02816.9 64Y230Y23140.928 65Y231Y23240.428 66Y232Y23340.928 67Y234Y234-147.5316 68Y239Y23530.0216 69Y235Y23640.021617.0 70Y236Y23740.0216 62Y237Y22939.828 63Y2

49、29Y23040.02816.9 71Y237Y23840.021617.0 72Y238Y23940.0216 73Y239Y24040.02817.0 70Y240Y23740.0216 71Y237Y23840.021617.0 合计728.51224.3841.5310.0171.0712.0120.0490.9109.936.695.7 151617181920212223242526 连接管 长度 d1500mm 横穿道 路管 d2200mm 横穿道 路管 d2000mm 横穿道 路管 d1800mm 横穿道 路管 d1500mm 横穿道 路管 d1000mm 横穿道 路管 d60

50、0mm 横穿道 路箱涵 3200*25 00 沉泥井 检查井 检查井 (外) 备注 11 11 210.01横管2根 73.013横管无数据暂估 1 11 1 1 73.013 1 1 1 11 69.912 11 11 71.812 1 52.233.4128字出水口 72.411 1 11 1 11 雨雨水水管管工工程程量量计计算算表表（管管道道）Y Y 11 29.61128字出水口 1 1 74.213 1 74.013 1 72.011 1 11 1 1 111 1 1 29.8128字出水口 1 1 1 73.713 1 11 1 1 126.712 111 1 1 1 79.91

51、2 17.852.71图纸少桩号暂估 1 11 79.012 11 1 1 11 1 1 1 12.971.02 80.0112 11 1 1 11 11 1 11 1 11 70.012.9210.071.086.1219.3733.0126.740.043.055.0 20 雨雨水水管管工工程程量量计计算算表表（管管道道）YY 123456791011 序号桩号 HDPE管长 度 （d600mm ） HDPE管 长度 （ d800mm ） HDPE管 长度 （ d1000mm ） HDPE管 长度 （ d1200mm ） 钢砼管 长度 （ d1500mm ） 雨水口 雨水管 d300mm

52、连接管 长度 d600mm 1Y166Y16740.243 2Y167Y16840.22116.5 3Y168Y16940.221 4Y169Y17040.22117.7 5Y170Y17140.221 6Y171Y17240.22118.4 7Y172Y17340.221 8Y173Y17440.02117.8 9Y174Y17555.421 10Y175Y17639.222 11Y176Y176-141.522 12Y176-1Y17736.344 13Y177Y17834.02217.7 14Y178Y17955.321 15Y179Y18040.021 16Y180Y18140.021

53、17.3 17Y181Y18240.121 18Y182Y18340.221 19Y183Y18440.221 20Y184Y18525.621 21Y185Y18640.22116.9 22Y186Y18740.221 23Y187Y18840.42120.0 24Y188Y18940.221 25Y189Y19040.22120.3 26Y192Y19140.221 27Y192Y19340.243 28Y193Y19440.221 29Y194Y19540.22120.7 30Y195Y19640.221 31Y196Y19740.42117.4 32Y197Y19840.121 33Y

54、198Y19940.32118.0 34Y199Y20040.221 35Y200Y20140.221 36Y201Y20240.22117.1 37Y202Y20333.532 38Y205Y20437.722 39Y205Y20645.021 40Y206Y20743.721 41Y207Y207-133.221 42Y207-1Y20848.821 43Y208Y20917.722 44Y209Y21057.321 45Y211-1Y21139.421 46Y211Y21241.021 47Y212Y21340.721 48Y213Y21440.12120.4 49Y214Y21540.

55、021 50Y215Y21640.22120.7 51Y216Y21740.221 52Y217Y21840.221 53Y218Y218-114.821 54Y219Y22040.22117.2 55Y220Y22140.264 56Y221Y22240.221 57Y222Y22340.221 58Y223Y22440.221 59Y224Y22540.221 60Y225Y22640.321 61Y226Y22740.321 62Y227Y22840.421 63Y228Y22940.321 64Y229Y23039.621 65Y230Y23141.121 66Y231Y23241.9

56、2121.0 67Y232Y23342.321 68Y233Y23438.821 69Y234Y23540.421 70Y236Y236-150.732 62Y237Y23818.021 63Y238Y23928.021 71Y239Y24048.044 72Y240Y24145.021 73Y241Y24237.022 74Y242Y24341.02217.0 75Y243Y24441.022 合计1094.1946.1688.475.0258.0168.0100.0332.1 1523242526 连接管 长度 d1500mm 沉泥井 检查井 检查井 (外) 备注 11 11 1横管2根

57、11横管无数据暂估 1 11 1 11 1 1 1 1 11 1 1 11 1 1 1 1 11 1 11 1 雨雨水水管管工工程程量量计计算算表表（管管道道）YY 11 1 11 1 11 1 11 1 11 1 1 11 1 11 1 1 1 1 八字口排出 11 1 1 11 1 11 1 1 1 111 1 1 1 1 1图纸少桩号暂估 1 1 1 1 1 1 11 1 1 1 11 1 图纸数据不详暂估 1 28.0111图纸数据不详暂估 1 1 11 1 28.039.043.019.0 污污水水管管工工程程量量计计算算表表（管管道道）w w 123411121320232425

58、序号桩号 HDPE管 长度 （ d500mm ） HDPE管长 度 （d800mm ） 连接管长 度 d400mm 连接管 长度 d500mm 连接管 长度 d800mm 横穿道 路管 d1000mm 横穿道 路管 d500mm 横穿道 路管 d400mm 沉泥井 检查井 沉泥井 (外) 1w169w17053.51 2w170w17164.81 3w171w17241.89.511 4w172w17339.71 5w173w17439.71 6w174w17539.71 7w175w17639.79.511 8w176w17739.71 9w177w17839.71 10w178w17939

59、.89.511 11w179w18.11 12ww18037.21 13w180w18124.11 14w181w18250.71 15w182w18335.21 16w183w18428.11 17w184w18540.01 18w185w18640.01 19w186w18740.09.511 20w187w18840.01 21w188w18939.81 22w189w19039.71 23w190w19139.822.111 24w191w19239.71 25w192w19339.59.511 26Y192w19439.71 27w194w19539.99.511 28w195w19639.71 29w196w19739.79.511 30w197w19839.21 31w198w19949.134.111 32w199w20039.81 33w200w20139.79.511 34w201w20239.71 35w202w20339.71 36w203