市政给排水土方量计算表格

1、管道内径(mm)管道基础类型管壁厚(mm)管道基础突出宽度a管基宽度b管底以下砼厚度c1管底以上砼厚度c2基础混凝土量m3/m模板面积m2150120258036080500.0410.26200120278041480630.050.286250120338047680790.060.318300120408054080950.0720.353501204590620901100.0940.4400120471006941001230.1180.446450120501007501001370.1320.474500120551108301101520.1610.52460012065130

2、9901301820.2280.6247001207010510501052100.2220.638001208012012001202400.290.729001209013513501352700.3680.81100012010015015001503000.4540.9110012011016516501653300.5490.99120012012018018001803600.6541.08135012013520320262034050.8271.216150012015022522502254501.0211.35165012016524824762484951.2371.48

3、6180012018027027002705401.4711.62200012020030030003006001.8161.8220012022033033003306602.1971.98240012023034535503457152.5072.12260012023535337763537682.7832.242280012025538340763838283.2512.422300012027541343764138883.7552.602浆浆砌砌块块石石明明渠渠经经济济指指标标计计算算表表格格宽度 高度 长度 埋深墙身参数渠底参数墙基参数墙基碎石垫层压顶参数实际挖深开挖方式放坡系数

4、挖方回填挡土板,槽钢,拉森桩碎石墙基砼墙顶宽度墙底宽度墙身坡度底厚与墙基距离短底高 长底高 宽度突出宽度厚度宽度 高度墙基钢筋渠底块石块石侧墙压顶砼小木桩综合单价52.55040.45 1.835 0.15 0.30.20.30.94.185 0.350.10.50.255.5不设支撑直挖0.75 30171227042251267175257137496518450桂海路渠渠箱箱经经济济指指标标计计算算表表格格井号1 井号2 孔数 宽度 高度 长度 埋深1 埋深2 墙厚垫层厚度换填厚度路面厚度实际挖深开挖方式放坡系数挖方50cm以上回填50cm以下回填挡土板,槽钢,拉森桩垫层 碎石底板 顶板

5、 侧墙 钢筋 底模 侧模顶模支架小木桩 搅拌桩单价-小木桩单价-搅拌桩14314.54.50.50.10.55.612miii型拉森钢板桩支护0.75444164133331112412102312317122413132783.63.60.350.10.54.55 放坡开挖0.752950653129603019110110110951556242344685764180010190799788891321593.63.60.350.10.54.55 挡土板支护0.7547027751887144762390206206223105111127247795411751366919075861

6、8256621323403.63.60.350.10.54.556m20a槽钢支护0.75100561658403646213383344044047622423827201020204025127784643132844138100132603.63.60.350.10.54.559miii型拉森钢板桩支护0.75177529371216723147787884404248018036044341385860916830001132783.63.60.350.10.54.5512miii型拉森钢板桩支护0.7523073809262903019110110110951556242344685

7、7641800118469511445051321593.63.60.350.10.54.5512miii型拉森钢板桩支护0.7547027751887591623902062062231051111272477954117513669241495423330301323403.63.60.350.10.54.5512miii型拉森钢板桩支护0.751005616584036126513383344044047622423827201020204025127784651640534988869132603.63.60.350.10.54.55 不设支撑直挖 0.7517752937120231

8、47787884404248018036044341385709754678839132783.63.60.350.10.54.55 放坡开挖0.752950653129603019110110110951556242344685764180010190799788891321593.63.60.350.10.54.55 挡土板支护0.75470277518871447623902062062231051111272477954117513669190758618256621323403.63.60.350.10.54.556m20a槽钢支护0.751005616584036462133833

9、44044047622423827201020204025127784643132844138100132603.63.60.350.10.54.559miii型拉森钢板桩支护0.75177529371216723147787884404248018036044341385860916830001132783.63.60.350.10.54.5512miii型拉森钢板桩支护0.75230738092629030191101101109515562423446857641800118469511445051321593.63.60.350.10.54.5512miii型拉森钢板桩支护0.7547

10、027751887591623902062062231051111272477954117513669241495423330301323403.63.60.350.10.54.5512miii型拉森钢板桩支护0.75100561658403612651338334404404762242382720102020402512778465164053498886976.88排水管道挖填计算表格井段每个季度更新一次右侧单价数据挖运填河砂填中粗砂档土板槽钢拉森桩挖方27.90129.39179.718.48632.22903.434.09井号1井号2直径管长(m)管道类型埋深1 埋深2平均设计埋深基

11、础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积 基础体积换填体积填河砂填中砂挡土板、槽钢、拉森钢板桩基础模板污北20 污北19500587混凝土管道 3.223.183.200.1103.3650.75不设支撑直挖2832.52171.4694.510.001805.57760.980.00307.59污北19 污北18600498混凝土管道 3.183.123.150.1303.3450.33放坡开挖4760.64208.33113.540.003268.721170.04 0.00310.75污北18 污北17800129混凝土管道 3.123.13.11

12、0.1203.3100.33挡土板支护975.2593.3337.410.00509.72334.79853.9892.88污北18 污北171000160混凝土管道 3.123.13.110.1503.3600.33挡土板支护1356.90180.8672.640.00609.80493.601075.20144.00污北17 污北1640026混凝土管道 3.13.283.190.1003.3370.336m20a槽钢支护140.384.983.070.0094.3637.9735.3111.60污北16 污北1540030混凝土管道 3.283.313.300.1003.4420.336

13、miii型拉森钢板桩支护167.075.753.540.00113.9743.8255.8013.38污北15 污北1440030混凝土管道 3.313.363.340.1003.4820.339miii型拉森钢板桩支护169.025.753.540.00115.9143.8283.7013.38污北14 污北1340040混凝土管道 3.363.443.400.1003.5470.3312miii型拉森钢板桩支护 229.567.664.720.00158.7658.42148.8017.84污北13 污北1240040混凝土管道 3.443.523.480.1003.6270.339miv

14、型拉森钢板桩支护234.747.664.720.00163.9458.42133.2017.84污北12 污北1140035塑料管道3.523.583.550.3003.8500.3312miv型拉森钢板桩支护202.134.4015.750.00139.1342.85155.400.00污北11 污北1040015塑料管道3.583.613.600.3003.8950.33不设支撑直挖70.111.885.400.0048.5114.320.000.00污北10 污北940030塑料管道3.613.663.640.3003.9350.33不设支撑直挖141.663.7710.800.0098

15、.4628.630.000.00污北9污北840040塑料管道3.663.623.640.3003.9400.33不设支撑直挖189.125.0214.400.00131.5238.180.000.00污北8污北740040塑料管道3.623.453.540.3003.8350.33不设支撑直挖184.085.0214.400.00126.4838.180.000.00污北7污北640040塑料管道3.453.143.300.3003.5950.33不设支撑直挖172.565.0214.400.00114.9638.180.000.00污北6污北540040塑料管道3.142.82.970.3

16、003.2700.33不设支撑直挖156.965.0214.400.0099.3638.180.000.00污北5污北440040塑料管道2.82.462.630.3002.9300.33不设支撑直挖140.645.0214.400.0083.0438.180.000.00污北4污北340040塑料管道2.462.162.310.3002.6100.33不设支撑直挖125.285.0214.400.0067.6838.180.000.00污北3污北240040塑料管道2.161.992.080.3002.3750.33不设支撑直挖114.005.0214.400.0056.4038.180.0

17、00.00污北2污北140040塑料管道1.991.931.960.3002.2600.33不设支撑直挖108.485.0214.400.0050.8838.180.000.00污南17 污南1640029塑料管道3.253.563.410.3003.7050.33不设支撑直挖128.933.6410.440.0087.1727.680.000.00污南16 污南1540040塑料管道3.563.543.550.3003.8500.33不设支撑直挖184.805.0214.400.00127.2038.180.000.00污南15 污南1440040塑料管道3.543.573.560.3003

18、.8550.33不设支撑直挖185.045.0214.400.00127.4438.180.000.00污南14 污南1340040塑料管道3.573.663.620.3003.9150.33不设支撑直挖187.925.0214.400.00130.3238.180.000.00污南13 污南1240040塑料管道3.663.763.710.3004.0100.33不设支撑直挖192.485.0214.400.00134.8838.180.000.00污南12 污南1140040塑料管道3.763.863.810.3004.1100.33不设支撑直挖197.285.0214.400.00139

19、.6838.180.000.00污南11 污南1040040塑料管道3.863.963.910.3004.2100.33不设支撑直挖202.085.0214.400.00144.4838.180.000.00污南10 污南940040塑料管道3.964.054.010.3004.3050.33放坡开挖451.285.0215.590.00374.6756.000.000.00污南9污南840040塑料管道4.0544.030.3004.3250.33挡土板支护259.505.0218.000.00187.5048.98346.000.00污南8污南740040塑料管道43.833.920.30

20、04.2150.336m20a槽钢支护252.905.0218.000.00180.9048.9854.320.00污南7污南640040塑料管道3.833.553.690.3003.9900.336miii型拉森钢板桩支护239.405.0218.000.00167.4048.9874.400.00污南6污南540040塑料管道3.553.253.400.3003.7000.339miii型拉森钢板桩支护222.005.0218.000.00150.0048.98111.600.00污南5污南440040塑料管道3.252.953.100.3003.4000.3312miii型拉森钢板桩支护

21、 204.005.0218.000.00132.0048.98148.800.00污南4污南340040塑料管道2.952.672.810.3003.1100.339miv型拉森钢板桩支护186.605.0218.000.00114.6048.98133.200.00污南3污南240040塑料管道2.672.52.590.3002.8850.3312miv型拉森钢板桩支护173.105.0218.000.00101.1048.98177.600.00排水管道挖填计算表格井段每个季度更新一次右侧单价数据挖运填河砂填中粗砂档土板槽钢拉森桩挖方27.90129.39179.718.48632.229

22、03.434.09井号1井号2直径管长(m)管道类型埋深1 埋深2平均设计埋深基础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积 基础体积换填体积填河砂填中砂挡土板、槽钢、拉森钢板桩基础模板污南2污南140040塑料管道2.52.462.480.3002.7800.33不设支撑直挖133.445.0214.400.0075.8438.180.000.00雨北14 雨北13 120048混凝土管道 2.482.422.450.1802.7500.33不设支撑直挖351.6578.1331.390.0080.56161.560.0051.84雨北13 雨北12 12

23、0020混凝土管道 2.422.422.420.1802.7200.33不设支撑直挖144.9232.5613.080.0031.9767.320.0021.60雨北12 雨北11 100025塑料管道2.222.42.310.3002.6100.33不设支撑直挖130.5019.6315.000.0040.5055.380.000.00雨北11 雨北10 100030塑料管道2.42.422.410.3002.7100.33不设支撑直挖162.6023.5518.000.0054.6066.450.000.00雨北10 雨北9100025塑料管道2.422.462.440.3002.7400

24、.33不设支撑直挖137.0019.6315.000.0047.0055.380.000.00雨北9雨北8100025塑料管道2.462.512.490.3002.7850.33不设支撑直挖139.2519.6315.000.0049.2555.380.000.00雨北8雨北780025塑料管道2.312.362.340.3002.6350.33不设支撑直挖118.5812.5613.500.0046.5845.940.000.00雨北7雨北680025塑料管道2.362.412.390.3002.6850.33不设支撑直挖120.8312.5613.500.0048.8345.940.000

25、.00雨北6雨北580025塑料管道2.412.462.440.3002.7350.33不设支撑直挖123.0812.5613.500.0051.0845.940.000.00雨北5雨北480027塑料管道2.462.512.490.3002.7850.33不设支撑直挖135.3513.5614.580.0057.5949.620.000.00雨北4雨北360024塑料管道2.312.342.330.3002.6250.33不设支撑直挖100.806.7811.520.0047.0435.460.000.00雨北3雨北260026塑料管道2.342.342.340.3002.6400.33不设

26、支撑直挖109.827.3512.480.0051.5838.410.000.00雨北2雨北160025塑料管道2.342.282.310.3002.6100.33不设支撑直挖104.407.0712.000.0048.4036.940.000.00雨北15 雨北16 50025塑料管道2.222.192.210.3002.5050.33不设支撑直挖81.414.919.750.0039.1627.590.000.00雨北16 雨北17 50025塑料管道2.192.12.150.3002.4450.33不设支撑直挖79.464.919.750.0037.2127.590.000.00雨北17

27、 雨北18 50024塑料管道2.122.050.3002.3500.33不设支撑直挖73.324.719.360.0032.7626.490.000.00雨北18 雨北19 50024塑料管道21.911.960.3002.2550.33不设支撑直挖70.364.719.360.0029.8026.490.000.00雨北19 雨北20 50024塑料管道1.911.841.880.3002.1750.33不设支撑直挖67.864.719.360.0027.3026.490.000.00雨北20 雨北21 50024塑料管道1.841.751.800.3002.0950.33不设支撑直挖65

28、.364.719.360.0024.8026.490.000.00雨北21 雨北22 80025塑料管道2.051.962.010.3002.3050.33不设支撑直挖103.7312.5613.500.0031.7345.940.000.00雨北22 雨北23 80025塑料管道1.961.911.940.3002.2350.33不设支撑直挖100.5812.5613.500.0028.5845.940.000.00雨北23 雨北24 80025塑料管道1.911.911.910.3002.2100.33不设支撑直挖99.4512.5613.500.0027.4545.940.000.00雨

29、北24 雨北25 80026塑料管道1.911.961.940.3002.2350.33不设支撑直挖104.6013.0614.040.0029.7247.780.000.00雨北25 雨北26 100016塑料管道2.162.212.190.3002.4850.33不设支撑直挖79.5212.569.600.0021.9235.440.000.00雨南22 15004混凝土管道 2.742.732.740.2253.1100.33不设支撑直挖37.6210.174.080.007.0816.280.005.40雨南22 雨南21 150012混凝土管道 2.732.92.820.2253.1

30、900.33不设支撑直挖115.7630.5212.250.0024.1348.850.0016.20雨南21 雨南20 150020混凝土管道 2.92.752.830.2253.2000.33不设支撑直挖193.5450.8720.420.0040.8281.420.0027.00雨南20 雨南19 150030混凝土管道 2.752.792.770.2253.1450.33不设支撑直挖285.3176.3030.630.0056.25122.140.0040.50雨南19 雨南18 150030混凝土管道 2.792.722.760.2253.1300.33不设支撑直挖283.9576.

31、3030.630.0054.89122.140.0040.50雨南18 雨南17 150038混凝土管道 2.722.912.820.2253.1900.33不设支撑直挖362.7195.6338.390.0075.61153.080.0050.76雨南17 雨南16 150014混凝土管道 2.912.642.780.2253.1500.33不设支撑直挖133.3635.6114.290.0026.4657.000.0018.90雨南16 雨南15 150045混凝土管道 2.642.872.760.2253.1300.33不设支撑直挖425.93114.4545.950.0082.3318

32、3.200.0060.75雨南15 雨南14 150031混凝土管道 2.872.842.860.2253.2300.33不设支撑直挖302.7978.8531.650.0066.09126.210.0041.85雨南14 雨南13 150027混凝土管道 2.842.832.840.2253.2100.33不设支撑直挖262.0968.6727.570.0055.93109.920.0036.45雨南13 雨南12 150025混凝土管道 2.832.822.830.2253.2000.33不设支撑直挖241.9263.5925.530.0051.03101.780.0033.75雨南12

33、雨南11 150025混凝土管道 2.822.852.840.2253.2100.33不设支撑直挖242.6863.5925.530.0051.79101.780.0033.75排水管道挖填计算表格井段每个季度更新一次右侧单价数据挖运填河砂填中粗砂档土板槽钢拉森桩挖方27.90129.39179.718.48632.22903.434.09井号1井号2直径管长(m)管道类型埋深1 埋深2平均设计埋深基础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积 基础体积换填体积填河砂填中砂挡土板、槽钢、拉森钢板桩基础模板雨南11 雨南10 100025塑料管道2.352.3

34、62.360.3002.6550.33不设支撑直挖132.7519.6315.000.0042.7555.380.000.00雨南10 雨南9100025塑料管道2.362.42.380.3002.6800.33不设支撑直挖134.0019.6315.000.0044.0055.380.000.00雨南9雨南8100025塑料管道2.42.452.430.3002.7250.33不设支撑直挖136.2519.6315.000.0046.2555.380.000.00雨南8雨南780025塑料管道2.252.32.280.3002.5750.33不设支撑直挖115.8812.5613.500.0

35、043.8845.940.000.00雨南7雨南680025塑料管道2.32.352.330.3002.6250.33不设支撑直挖118.1312.5613.500.0046.1345.940.000.00雨南6雨南580025塑料管道2.352.42.380.3002.6750.33不设支撑直挖120.3812.5613.500.0048.3845.940.000.00雨南5雨南480025塑料管道2.42.452.430.3002.7250.33不设支撑直挖122.6312.5613.500.0050.6345.940.000.00雨南4雨南350025塑料管道2.152.182.170.

36、3002.4650.33不设支撑直挖80.114.919.750.0037.8627.590.000.00雨南3雨南250025塑料管道2.182.182.180.3002.4800.33不设支撑直挖80.604.919.750.0038.3527.590.000.00雨南2雨南150025塑料管道2.182.132.160.3002.4550.33不设支撑直挖79.794.919.750.0037.5427.590.000.00雨南23 雨南24 50026塑料管道2.632.52.570.3002.8650.33不设支撑直挖96.845.1010.140.0052.9028.700.000

37、.00雨南24 雨南25 50026塑料管道2.192.12.150.3002.4450.33不设支撑直挖82.645.1010.140.0038.7028.700.000.00雨南25 雨南26 60026塑料管道2.22.132.170.3002.4650.33不设支撑直挖102.547.3512.480.0044.3038.410.000.00雨南26 雨南27 60026塑料管道2.132.042.090.3002.3850.33不设支撑直挖99.227.3512.480.0040.9838.410.000.00雨南27 雨南28 60026塑料管道2.041.972.010.3002

38、.3050.33不设支撑直挖95.897.3512.480.0037.6538.410.000.00雨南28 雨南29 80025塑料管道1.971.891.930.3002.2300.33不设支撑直挖100.3512.5613.500.0028.3545.940.000.00雨南29 雨南30 80026塑料管道2.0922.050.3002.3450.33不设支撑直挖109.7513.0614.040.0034.8747.780.000.00雨南30 雨南31 80025塑料管道21.951.980.3002.2750.33不设支撑直挖102.3812.5613.500.0030.3845

39、.940.000.00雨南31 雨南32 80025塑料管道1.951.951.950.3002.2500.33不设支撑直挖101.2512.5613.500.0029.2545.940.000.00雨南32 雨南33 80024塑料管道1.9521.980.3002.2750.33不设支撑直挖98.2812.0612.960.0029.1644.100.000.00雨南33 雨南34 100015塑料管道2.22.252.230.3002.5250.33不设支撑直挖75.7511.789.000.0021.7533.230.000.0026001混凝土管道 7.57.57.500.3538.

40、0880.33不设支撑直挖37.977.402.780.0019.558.230.002.2428001混凝土管道 7.57.57.500.3838.1380.33不设支撑直挖40.158.603.250.0019.468.840.002.4230001混凝土管道 7.57.57.500.4138.1880.339miv型拉森钢板桩支护44.829.893.760.0020.3910.783.332.60说明：1、注意选择管材类型，否则将影响工作位的选择以及基础体积，模板，模板是混凝土管道才有，基础体积对于混凝土管道只要知道管径也是确定的 2、根据图纸输入设计标高、管底标高得出设计埋深 3、根

41、据实际输入基础加深、换填厚度、路面厚度，其中基础加深如果为混凝土则自动计算，如为塑料管、金属管则默认为0.3m，如果实际不是0.3m,则可将公式中的0.3m改为相应值 4、开挖方式因每次设计的原则不尽相同，一般第一种为3.5m以下埋深不作建议，3.5m-5.0m采用9米iii型拉森钢板桩，5.0m以上采用12米iii型拉森钢板桩。第二种为2.5m-3.5m采用20a槽钢支护， 3.5m-5.0m采用9米iii型拉森钢板桩，5.0m以上采用12米iii型拉森钢板桩，开挖方式通过自动筛选功能按照平均实际挖深批量选择修改开挖方式，适应不同的开挖方式。 5、挡土板、槽钢、拉森钢板桩的工程量自动统计，但

42、要通过自动筛选功能按照开挖方式确认挡土板、槽钢、拉森钢板桩各自的量。 7、综合单价根据选择的开挖方式自动计算，不用另外调整，只要确定开挖方式就行了。 8、表格“混凝土管道数据（不能删）”作为数据源不能改动或删除，土方计算表中要对这些数据引用，删除将影响土方及相关数据的计算。 9、绿色部分为需要手工输入内容的部分，黄色部分只是在塑料管道基础厚度不是30cm时才将公式中的0.3改为相应的数值。排水管道挖填计算表格井段每个季度更新一次右侧单价数据挖运填河砂填中粗砂档土板槽钢拉森桩挖方27.90129.39179.718.48632.22903.434.09井号1井号2直径管长(m)管道类型埋深1 埋

43、深2平均设计埋深基础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积 基础体积换填体积填河砂填中砂挡土板、槽钢、拉森钢板桩基础模板排水管道挖填计算表格井段每个季度更新一次右侧单价数据挖运填河砂填中粗砂档土板槽钢拉森桩挖方27.90129.39179.718.48632.22903.434.09井号1井号2直径管长(m)管道类型埋深1 埋深2平均设计埋深基础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积 基础体积换填体积填河砂填中砂挡土板、槽钢、拉森钢板桩基础模板排水管道挖填计算表格原土回填借土回填5.4343.44新建单价拆除单价4

44、49397.3835974.38766018.2656216.90169105.1929496.22225329.0141380.7545271.9623931.2077693.2952316.17103204.3877540.34171875.12137034.75158596.00122990.51171734.56142999.6910805.36914.2121837.221842.1129154.052458.4428361.312410.4826549.332300.8724095.602152.4321528.631997.1519112.651851.0017338.42174

45、3.6716470.181691.1519850.371704.5528474.562417.3328512.302419.6128965.302447.0229682.542490.4130437.532536.0831192.532581.7571131.364993.1546695.749644.3173605.7437529.62104355.3370274.17135226.08103716.21166002.45137152.53149172.10122893.46187160.97162877.30排水管道挖填计算表格原土回填借土回填5.4343.44新建单价拆除单价20396.

46、141928.6449267.507061.5720276.712927.1118832.132416.3623542.302956.7219854.522478.2120208.422499.6217590.002012.3317943.902033.7418297.802055.1420143.842242.6815270.561580.0216641.251717.6315812.461640.1512297.241271.8511990.531253.3011044.701174.9610578.491146.7610185.891123.019793.301099.2615254.2

47、41871.0314758.781841.0614581.831830.3515349.131914.7011423.401508.414891.52841.6315131.182552.5125313.764259.9437185.836342.4336971.796329.4947411.037997.8717386.682961.8255457.699494.2339678.686629.6734302.015758.6931642.215324.9331761.125332.12排水管道挖填计算表格原土回填借土回填5.4343.44新建单价拆除单价19186.042437.771938

48、2.652449.6619736.552471.0717165.321986.6417519.222008.0417873.122029.4518227.022050.8612092.761259.4812169.441264.1212041.651256.3914703.041438.5112470.151303.4315496.181648.3614972.721616.6914449.261585.0314723.391838.9216158.861963.6815041.901858.1814864.951847.4814440.231783.8610898.191425.555068

49、.34706.655226.75784.128834.893897.90 3、根据实际输入基础加深、换填厚度、路面厚度，其中基础加深如果为混凝土则自动计算，如为塑料管、金属管则默认为0.3m，如果实际不是0.3m,则可将公式中的0.3m改为相应值 4、开挖方式因每次设计的原则不尽相同，一般第一种为3.5m以下埋深不作建议，3.5m-5.0m采用9米iii型拉森钢板桩，5.0m以上采用12米iii型拉森钢板桩。第二种为2.5m-3.5m采用20a槽钢支护， 3.5m-5.0m采用9米iii型拉森钢板桩，5.0m以上采用12米iii型拉森钢板桩，开挖方式通过自动筛选功能按照平均实际挖深批量选择修改

50、开挖方式，适应不同的开挖方式。 5、挡土板、槽钢、拉森钢板桩的工程量自动统计，但要通过自动筛选功能按照开挖方式确认挡土板、槽钢、拉森钢板桩各自的量。 7、综合单价根据选择的开挖方式自动计算，不用另外调整，只要确定开挖方式就行了。 8、表格“混凝土管道数据（不能删）”作为数据源不能改动或删除，土方计算表中要对这些数据引用，删除将影响土方及相关数据的计算。 9、绿色部分为需要手工输入内容的部分，黄色部分只是在塑料管道基础厚度不是30cm时才将公式中的0.3改为相应的数值。双管埋设两管平均值 横断面参数管径1管径2井号1井号2管径1管径2管道长度管中间距工作位沟槽底宽起点深度止点深度起点深度止点深度

51、平均埋深24001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.

52、505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.

53、5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.50

54、5.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.58

55、24001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.5824001500100.003.000.505.953.713.714.584.584.58垫层厚度换填厚度路面厚度实际挖深放坡系数开挖方式挖土方基础体积换填体积填河砂填中砂0.300.500.704.680.756m20a槽钢支护2784.60178.50297.5065.561614.260.300.500.704.680.756m20a槽钢支护2784.60178.50297.5065.561614.260.300.500.704.680.756m20a槽钢支护2784.60178.50297.5065.561614.260.300.500.704.680.756m20a槽钢支护2784.60178.50297.5065.561614.260.300.500.704.680.75