二期预算计算成果含公式

1、顶顶管管段段土土方方开开挖挖工工程程量量计计算算表表顶顶管管段段工工作作坑坑工工程程量量计计算算表表序号检查井编号井间距管径顶坑（接收坑）编号顶坑（接收坑）净空尺寸壁厚（mm）开挖尺寸（m）流水面深井底深开挖深人工挖土(4m)机械挖土(4m)靠背土方土方开挖合计砖砌体及拆除ABCDEFGHIJKLMNOPQR计算式K+D+0.5L+0.4I*J*(M-4)I*J*4J*0.6*MN+O+P(F+0.49+G+0.49)*2*0.71W10800W1330.43.83.84.795.375.7725.5657.7683.329.772W255.5800W2650.46.85.84.955.535

2、.9376.12157.7620.64233.888.223W316.2800W3640.47.35.34.7095.095.7467.28172.96240.244W429.671200W4650.46.85.84.3154.945.3452.65157.7618.57210.418.225W549.271200W5650.46.85.85.2945.916.3191.26157.7621.97249.028.226W643.121200W6640.47.35.34.8165.245.8972.97172.96245.93小计6193.7664.2254.825385.85876.9661.

3、174921262.8134.431W1134.36800W11650.46.85.83.7114.294.6927.25157.7616.32185.018.222W1232.83800W12650.46.85.83.584.164.5622.09157.7615.87179.858.223W1335800W13330.43.83.83.373.954.355.0557.7662.814.79小计3102.19354.39373.2832.19348427.6721.221Y101000Y1330.43.83.83.8324.434.8312.0157.7669.779.772Y232.85

4、1000Y2650.46.85.83.4524.054.4517.83157.7615.49175.5916.773Y36.931000Y3640.47.35.33.6074.014.6625.42172.96198.384Y419.671000Y4650.46.85.83.8654.474.8734.12157.7616.93191.8816.775Y520.991000Y5640.47.35.33.0243.424.072.86172.96175.82合计80.44516.1620.3692.24719.232.42316811.4443.324.045.09532.481969.4412

5、5.792501.9298.974.741.24顶坑6*574.64接收坑3m24.33切割井0.007505.75顶顶管管段段检检查查井井工工程程量量计计算算表表切割井初衬护壁砼工作坑护壁砼靠背砼切割井初衬底板砼工作坑底板砼切割井初衬护壁钢筋护壁钢筋切割井初衬底板钢筋工作坑底板钢筋切割井爬梯钢筋工作井爬梯钢筋沥青路面破碎、恢复靠背模板切割初衬模板顶坑模板 检查井ABb检查井垫层砼检查井底板砼STUVWXYZAAABACADAEAFAGAHAIAJAKALAM(7.35+5.35)*2*(2.5+0.3)*0.35+11.3+13.1+(6.95+4.95)*2*0.35*(M-3.5)(F+

6、H+G+H4)*2*H*M4.4*0.6*5.86.6*4.6*0.35F*G*H(7.35+5.35)*2*2.5*12.1*2*1.05/1000+2.13+(6.95+4.95)*2*(M-3.5)*34.58*2*1.05/1000(F+H+G+H)*2*(M-0.5)*(16.94+41.72)*2/10006.6*4.6*2.47*14*2*1.05/1000F*G*1.58*14*2(L6*2*4.837+0.4*L6/0.36*4.837)5.8*4.4(7+5)*2*1.8+(6.7+4.7)*2*0.4+(6+4)*2*0.3+(6.6+4.6)*2*(M-3.5)(F+G

7、)*2*(M-0.5)计算式3.14*(AJ+AK*2+0.2+0.1)/2)2*0.13.14*(AJ+AK*2+0.2)/2)2*0.2231.393.608.410.400.0863.24W11.250.20.2980.59155.9815.3112.0015.031.330.0825.52119.46W21.250.20.2980.59167.9414.2410.637.207.613.932.202.100.080.0825.92108.4737.78W3切割50.3615.3112.003.871.330.0725.52106.37W41.51.10.250.4370.99059.

8、6015.3112.004.651.330.0925.52127.908W51.51.10.250.4370.99069.1715.1710.637.207.874.132.202.100.080.0849.41111.7740.72W6切割137.11226.7545.9421.2554.0015.4840.014.418.590.160.4875.3376.56220.24495.47844.2815.3112.003.351.330.0628.8025.5292.20W111.250.20.2980.59143.0515.3112.003.251.330.0628.8025.5289.3

9、2W121.250.20.2980.59123.663.601.770.400.0628.8046.20W131.250.20.2980.5910.00110.9930.620.0027.600.008.370.003.050.000.1986.4051.04227.7226.293.606.910.400.0751.98Y11.50.20.3800.76242.0315.3112.0010.941.330.0625.5286.94Y21.50.20.3800.76258.937.3610.637.205.742.462.202.100.060.0649.4184.2416.14Y3切割45.

10、9315.3112.0012.091.330.0725.5296.03Y41.50.20.3800.76254.073.6510.637.204.741.662.202.100.050.0549.4171.184.48Y5切割113.00125.2530.6221.2542.0010.4834.064.417.260.110.3198.8251.04155.41255.58合计1.252.695.32250.11462.99107.1842.50123.6025.9682.448.8218.900.270.98260.55178.64375.65978.781.51.10.871.981.51

11、.903.810.00341.23107.180.0084.000.0053.170.009.290.000.5057.60178.640.00718.23切割0.000.00顶顶管管段段工工作作坑坑工工程程量量计计算算表表0.0081.340.000.0010.800.0017.090.001.190.000.2128.800.000.00161.42250.1140.420.0042.5028.8025.9612.178.828.410.270.27174.150.00375.6599.121533.07顶顶管管段段回回填填工工程程量量计计算算表表检查井井壁砼盖板砼井筒砼垫层模板底板模板井

12、壁模板人孔板模板井筒模板爬梯溜槽砌筑溜槽抹面底板钢筋护壁钢筋盖板钢筋井周水稳检查井体积ANAOAPAQARASATAUAVAWAXAYAZBABCBD3.14*(AJ+AK)*AK*(D/1000+D/10000*2+1.8)-(3.14*(D/1000+D/10000*2)/2)2*AK*2)6.7*4.7*0.4-3.14*0.53*0.53*0.43.14*(0.116+0.7)*(K-(D/1000+D/10000*2+1.8+0.14)*0.1163.14*(AJ+AK*2+0.2+0.1)*0.13.14*(AJ+AK*2+0.2)*0.223.14*(AJ+AK)*2*(D/10

13、00+D/10000*2+1.8)-(3.14*(D/1000+D/10000*2)/2)2*4)3.14*1.61*0.14+3.14*0.7*0.143.14*(0.116+0.7)*(K-(D/1000+D/10000+1.8+0.14)*2(K-D/1000-D/10000)/0.363.14*(AJ/2)2*D/1000*0.8-(3.14*(D/1000/2)2*0.8)*AJ3.14*(AJ/2)2-D/1000*AJ+3.14*D/1000*0.5*AJ3.14*(AJ+AK*2+0.2)/2)2*8.88*2/10003.14*(AJ+AK)*(D/1000+D/10000*

14、2+1.8)*8.88*2/10003.14*(AJ+AK*2+0.8)*0.8*(D/1000+D/10000*2+1.8+0.14)+3.14*(0.932+0.8)*(K-(D/1000+D/10000*2+1.8+0.14+0.35)*0.8AL+AM+3.14*(AJ+AK*2)/2)2*(D/1000+D/10000*2+1.8+0.14)+3.14*(0.932/2)2*(K-(D/1000+D/10000*2+1.8+0.14+0.35)2.2240.2300.5620.6121.27822.2391.01510.1110.2831.7970.0480.2230.03324.5

15、488.1372.2240.2300.6090.6121.27822.241.01510.9110.2831.7970.0480.2230.03325.2448.24712.2430.68310.45110.5121.9148.4101.9760.2600.2780.8402.00015.811.0375.480.7873.6460.0700.1980.03424.1659.0471.9760.2600.5690.8402.00015.811.03710.4110.7873.6460.0700.1980.03428.4249.71512.2430.68310.45110.5101.9148.4

16、102.2240.2300.2410.6121.27822.241.0154.680.2831.7970.0480.2230.03319.8537.4022.2240.2300.2020.6121.27822.241.0153.980.2831.7970.0480.2230.03319.2847.3122.2240.2300.1400.6121.27822.241.0152.870.2831.7970.0480.2230.03318.3707.1692.7510.2300.2060.6911.45127.511.0154.180.2942.6210.0610.2840.03322.78510.

17、2732.7510.2300.0930.6911.45127.511.0152.170.2942.6210.0610.2840.03321.13110.01412.2430.68310.45110.571.9148.4102.7510.2300.2150.6911.45127.511.0154.280.2942.6210.0610.2840.03322.92810.29612.2430.68310.45110.551.9148.41021.762.472.235.5111.50217.589.5840.49772.0616.330.432.180.34107.29938.2673.950.52

18、0.851.684.0031.622.0715.83191.577.290.140.400.0752.59018.76213.841.350.753.457.25138.375.3014.50361.4613.150.311.430.1966.84430.5820.0048.972.730.000.000.0041.8142.05340.000.000.000.007.6633.6410.000顶顶管管段段检检查查井井工工程程量量计计算算表表14.4830.77549.8165.51125.16扣管土方回填BEBF(G-(AJ+AK*2)*3.14*(D/1000+D/10000*2)/2)2

19、F4*G4*L4-BC4-BD4-BE40.97714.6682.424129.98633.2025.534109.3035.534133.74633.2022.42499.0512.42495.7810.9779.0341.2435.5873.50486.91033.2023.50497.22233.2029.224348.52011.069243.0508.252189.7190.000132.809顶顶管管段段回回填填工工程程量量计计算算表表明明挖挖段段土土方方开开挖挖工工程程量量计计算算表表明明挖挖段段检检查查井井工工程程量量计计算算表表序号检查井编号井间距管径坡度基础底宽流水面挖深断

20、面面积土方开挖路面破碎及恢复砂石基础检查井直径ABCDEFGHIJKLMN计算式D/1000+0.5*2G+D/10000+0.15(F+H*E)*H (In+In+1)/2*C(F+H*E*2)*C1024：(F+0.662*E)*0.662*C-3.14*(1.024/2)2/2*C800：(F+0.63*E)*0.63*C-3.14*(0.96/2)2/2*C计算式1Y6010240.32.0243.63.852412.25Y61.52Y71810240.32.0243.63.852412.25220.4978.0419.08Y71.51W708000.31.963.9084.13813

21、.25W71.252W84.638000.31.963.8894.11913.1661.1420.524.59W81.253W91810240.32.0243.794.042413.08236.2280.0919.08W91.254W105.148000.31.963.733.9612.4765.6622.295.10W10 1.25合计583.52200.9347.85b检查井垫层砼检查井底板砼检查井井壁砼盖板砼 井筒砼垫层模板底板模板井壁模板人孔板模板井筒模板爬梯溜槽砌筑溜槽抹面底板钢筋井室钢筋盖板钢筋OPQRSTUVWXYZAAABACADAE3.14*(N+O*2+0.2+0.1)/2

22、)2*0.13.14*(N+O*2+0.2)/2)2*0.223.14*(N+O)*O5*(G-0.4-0.14)-(3.14*(D/1000+D/10000*2)/2)2*O5*2)3.14*(0.116+0.7)*0.4*0.1163.14*(N+O*2+0.2+0.1)*0.13.14*(N+O*2+0.2)*0.223.14*(N+O)*2*(G-0.4-0.14)-(3.14*(D/1000+D/10000*2)/2)2*4)3.14*1.86*0.14+3.14*0.7*0.143.14*(0.116+0.7)*0.4*2(G-D/1000-D/10000)/0.363.14*(N

23、/2)2*D/1000*0.5-(3.14*(D/1000/2)2*0.5)*N3.14*(N/2)2-D/1000*N+3.14*D/1000*0.5*N3.14*(N+O*2+0.2)/2)2*8.88*2/10003.14*(N+O)*(G-0.4-0.14)*8.88*2/10000.2 0.3800.7622.7930.3300.1190.6911.45127.9271.1252.05070.2872.6420.0610.2900.0450.2 0.3800.7622.7930.3300.1190.6911.45127.9271.1252.05070.2872.6420.0610.2

24、900.0450.7601.5235.5850.6600.2381.3822.90155.8552.2514.100140.5745.2840.1230.5800.0890.2 0.2980.5912.7780.3300.1190.6121.27827.7751.1252.05080.1771.7970.0480.2720.0450.2 0.2980.5912.7600.3300.1190.6121.27827.6021.1252.05080.1771.7970.0480.2710.0450.2 0.2980.5912.4850.3300.1190.6121.27824.8531.1252.05070.1141.9560.0480.2630.0450.2 0.2980.5912.6150.3300.1190.6121.27826.1541.1252.05080.1771.7970.0480.2580.0451.192.3610.641.320.482.455.11106.384.508.20320.647.350.191.060.18明明挖挖段段检检查查井井工工程程量量计计算算表表明明挖挖段段回回填填量量计计算算表表井周水稳检查井体积扣管土方