表格模板-道路工程量计算表 精品.xls

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1、工工程程量量计计算算表表工程名称:贵阳市三桥马王庙片区金西大道延伸段道路工程第合同段编编号号项项目目名名称称单单位位工工程程数数量量工工 程程 量量 计计 算算 式式备备注注一土石方工程1挖一般土方（路基、清表开挖）m360056.57681597.04*0.05+8749.8+17226.92竣工图LS19、LS232挖一般石方（路基）m3693334.98681597.04*0.95+45817.79竣工图LS193挖淤泥m34221.13（249.111+278.53）/2*16隐蔽资料4换填开挖（K1+840K1+880、K1+940K1+980、K1+840K1+940左幅）m317

2、29.49498.7*0.8+480*0.8+1183.16*0.8隐蔽资料5填方（路基、清表回填、换填回填）m3210967.92193741+17226.92+4221.13+1729.49竣工图LS19、LS23、隐蔽资料6挖沟槽土方（挡墙）m312525.97（1）+（2）+(35)（1)K1+000K1+020左侧m336.64(2.79+(2.79*0.1+2.178)*0.25)*(2.178+2.79*0.1+2.178)/2+(2.51+(2.51*0.1+3.011)*0.25)*(3.011+2.51*0.1+3.011)/2)/2*20*0.2（2)K1+020K1+0

3、40左侧m339.40(3.82+(3.82*0.1+2.011)*0.25)*(2.011+3.82*0.1+2.011)/2+(3.82+(3.82*0.1+2.295)*0.25)*(2.295+3.82*0.1+2.295)/2+(3.82+(3.82*0.1+1.793)*0.25)*(1.793+3.82*0.1+1.793)/2)/3*20*0.2（3)K1+040K1+050左侧m327.09(4.11+(4.11*0.1+2.793)*0.25)*(2.793+4.11*0.1+2.793)/2+(4.11+(4.11*0.1+2.367)*0.25)*(2.367+4.11

4、*0.1+2.367)/2)/2*10*0.2（4)K1+050K1+060左侧m338.65(4.39+(4.39*0.1+3.367)*0.25)*(3.367+4.39*0.1+3.367)/2+(4.39+(4.39*0.1+3.42)*0.25)*(3.42+4.39*0.1+3.42)/2)/2*10*0.2第 1 页，共 31 页（5)K1+060K1+090左侧m3418.23(2.79+(2.79*0.1+4.42)*0.25)*(4.42+2.79*0.1+4.42)/2+(2.79+(2.79*0.1+4.106)*0.25)*(4.106+2.79*0.1+4.106)

5、/2+(2.79+(2.79*0.1+3.392)*0.25)*(3.392+2.79*0.1+3.392)/2+(2.79+(2.79*0.1+2.229)*0.25)*(2.229+2.79*0.1+2.229)/2)/4*30（6)K1+090K1+110左侧m348.115.04*(2.179+1.586+0.504*2)/2*20*0.2（7)K1+110K1+150左侧m31398.325.54*(4.53+4.261+5.285+5.665+7.58+5.925+6.598+6.605+0.504*8)/8*40土石比2:8，但还有换填，暂按土方计（8)K1+580K1+630左

6、侧m3738.505.54*（4.304+4.005+3.455+3.196+2.646+2.527+2.237+2.178+1.869+1.869+0.504*10）/10*50*0.8（9)K1+630K1+642左侧m3430.18(5.08+(3.6+0.508-0.201)*0.25)*(3.6+0.508+3.6)/2+(5.08+(3.78+0.508-0.381)*0.25)*(3.78+0.508+3.78)/2)/2*4+(5.08+(5.36+0.508-1.961)*0.25)*(5.36+0.508+5.36)/2+(5.08+(5.38+0.508-1.881)*0

7、.25)*(5.38+0.508+5.38)/2)/2*1+(5.08+(6.53+0.508-03.131)*0.25)*(6.53+0.508+6.53)/2+(5.08+(6.6+0.508-3.201)*0.25)*(6.6+0.508+6.6)/2)/2*5+(5.08+(9.25+0.508-3.9)*0.25)*(9.25+0.508+9.25)/2+(5.08+(5.434+0.508-3.904)*0.25)*(5.434+0.508+5.434)/2)/2*2土石比2:8，但还有换填，暂按土方计（10)K1+642K1+658左侧m372.99(5.08*(0.442+0.

8、9)/2+5.08*(0.896+1.354)/2)/2*16开挖为全石方，但还有换填，暂按土方计（11)K1+658K1+680左侧m348.00(4.58+(1.21+0.458)*0.25)*(1.21+0.458+1.21)/2+(4.58+(2.388+0.458)*0.25)*(2.388+0.458+2.388)/2)/2*12+(4.29+(1.388+0.429)*0.25)*(1.388+0.429+1.388)/2+(4.29+(2.764+0.429)*0.25)*(2.764+0.429+2.764)/2)/2*10)*0.2工工程程量量计计算算表表工程名称:贵阳市三

9、桥马王庙片区金西大道延伸段道路工程第合同段编编号号项项目目名名称称单单位位工工程程数数量量工工 程程 量量 计计 算算 式式备备注注第 2 页，共 31 页（12)K1+680K1+720左侧m3802.37(4.29+(1.31+0.429-0.595)*0.25)*(1.31+0.429+1.31)/2+(4.29+(2.14+0.429-0.515)*0.25)*(2.14+0.429+2.14)/2)/2*10+(4.79+(1.56+0.479-1.984)*0.25)*(1.56+0.479+1.56)/2+(4.79+(4.39+0.479-2.014)*0.25)*(4.39+

10、0.479+4.39)/2)/2*10+(5.08+(4.39+0.508-3.062)*0.25)*(4.39+0.508+4.39)/2+(5.08+(4.76+0.508-2.452)*0.25)*(4.76+0.508+4.76)/2)/2*10+(5.08+(3.94+0.508-2.681)*0.25)*(3.94+0.508+3.94)/2+(5.08+(5.03+0.508-3.011)*0.25)*(5.03+0.508+5.03)/2)/2*10土石比2:8，但还有换填，暂按土方计（13)K1+720K1+760左侧m31068.72(5.08+(5.03+0.508-3.

11、011)*0.25)*(5.03+0.508+5.03)/2+(5.08+(5.25+0.508-2.752)*0.25)*(5.25+0.508+5.28)/2)/2*10+(4.79+(5+0.479-3.502)*0.25)*(5+0.479+5)/2+(4.79+(3.975+0.479-2)*0.25)*(3.975+0.479+3.975)/2)/2*30土石比2:8，但还有换填，暂按土方计（14)K1+760K1+780左侧m3646.72(4.79+(3.975+0.479-2)*0.25)*(3.975+0.479+3.975)/2+(4.79+(6.997+0.479-2)

12、*0.25)*(6.997+0.479+6.997)/2)/2*10+(4.14+(5.993+0.414-2.996)*0.25)*(5.993+0.414+5.993)/2+(4.14+(6.008+0.414-3)*0.25)*(6.008+0.414+6.008)/2)/2*10土石比2:8，但还有换填，暂按土方计（15)K1+816K1+826左侧m375.80(1.76+4.51*0.25)*(4.51+0.74)/2*10（16)K1+826K1+836左侧m3104.90(1.98+4.96*0.25)*(4.96+0.74)/2*5+(2.29+5.64*0.25)*(5.6

13、4+0.74)/2*5工工程程量量计计算算表表工程名称:贵阳市三桥马王庙片区金西大道延伸段道路工程第合同段编编号号项项目目名名称称单单位位工工程程数数量量工工 程程 量量 计计 算算 式式备备注注第 3 页，共 31 页（17)K2+791.08K2+820左侧m335.47(2.22+(3.189+0.222)*0.25)*(3.189+0.222+3.189)/2+(2.22+(2.355+0.222)*0.25)*(2.355+0.222+2.355)/2)/2*8.92+(2.22+(2.545+0.222)*0.25)*(2.545+0.222+2.545)/2+(2.22+(1.6

14、11+0.222)*0.25)*(1.611+0.222+1.611)/2)/2*10+(2.22+(1.824+0.222)*0.25)*(1.824+0.222+1.824)/2+(2.22+(0.889+0.222)*0.25)*(0.889+0.222+0.889)/2)/2*10)*0.2（18)K2+820K2+840左侧m3114.46(2.22+(1.101+0.222)*0.25)*(1.101+0.222+1.101)/2+(2.22+(1.598+0.222)*0.25)*(1.598+0.222+1.598)/2)/2*10+(2.22+(1.798+0.222)*0.

15、25)*(1.798+0.222+1.798)/2+(2.22+(3.16+0.222)*0.25)*(3.16+0.222+3.16)/2)/2*10（19)K2+840K2+850左侧m319.03(2.51+(4.36+0.251)*0.25)*(4.36+0.251+4.36)/2+(2.51+(0.81+0.251)*0.25)*(0.81+0.251+0.81)/2)/2*10)*0.2（20)K2+850K2+870左侧m3328.28(3.51+0.4*2+1*1*2)*(2.01+1.22+0.351*2)/2*10+(3.79+0.4*2+1*1*2)*(2.42+3.02

16、+0.379*2)/2*10（21)K2+870K2+880左侧m314.23(2.79+2.02*0.25)*(2.02+0.279+2.02)/2*10*0.2（22)K2+880K2+900左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20（23)K2+900K2+920左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20（24)K2+920K2+940左侧m3842.586.04*(11.71+1.5+0.74)/2*20（25)K1+050K1+080右侧m3880.63（2.89+8.452*0.25）*（2.055+8.452）/2+（2.89+9.985*0.25）*（2.055+9.985）/2）/2*30（26)K1+271.5K1+320右侧m333.41(1.07+3.03*0.25)*(3.03+0.74)/2*48.5*0.2工工程程量量计计算算表表工程名称:贵阳市三桥马王庙片区金西大道延伸段道路工程第合同段编编号号项项目目名名称称单单位位工工程程数数量量工工 程程 量量 计计 算算 式式