道路工程量计算表

1、第 1 页，共 23 页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+840K

2、1+940左幅）m31729.49498.7*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（

3、2)K1+020K1+040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)

4、*(2.367+4.11*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 2 页，共 23 页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（5)K1+060K1+090左侧m3418.23(2.

5、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)/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m31398.32

6、5.54*(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.

7、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)*0.25)*(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+0.50

8、8-3.904)*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+0.9)/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

9、.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第 3 页，共 23 页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（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+2.1

10、4)/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+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+0.508-3.01

11、1)*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+0.508-3.011)*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

12、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)*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*0.2

13、5)*(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)*(5.64+0.74)/2*5第 4 页，共 23 页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（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.

14、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+(1.611+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)

15、*(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)*0.25)*(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

16、（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+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（

17、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第 5 页，共 23 页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

18、量量 计计 算算 式式备备注注（27)K1+320K1+350右侧m334.77（(1.07+3.03*0.25)*(3.03+0.74)/2*10+(1.34+3.61*0.25)*(3.61+0.74)/2*10+(1.98+4.91*0.25)*(4.91+0.74)/2*10）*0.2（28)K1+580K1+610右侧m3383.60(3.29+(2.925+0.329-0.636)*0.25)*(2.925+0.329+2.925)/2+(3.29+(2.985+0.329-0.706)*0.25)*(2.985+0.329+2.985)/2)/2*10+(3.29+(4.281+

19、0.329-2.006)*0.25)*(4.281+0.329+4.281)/2+(3.29+(3.32+0.329-2.096)*0.25)*(3.32+0.329+3.32)/2)/2*10+(3.59+(3.32+0.359-2.096)*0.25)*(3.32+0.359+3.32)/2+(3.59+(1.887+0.359-1.445)*0.25)*(1.887+0.359+1.887)/2)/2*10（29)K1+610K1+623右侧m3244.32(4.47+(3.718+0.447-1.313)*0.25)*(3.718+0.447+3.718)/2+(4.47+(3.175

20、+0.447-1.307)*0.25)*(3.175+0.447+3.175)/2)/2*13（30)K1+623K1+630右侧m314.58(4.47+(1.868+0.447)*0.25)*(1.868+0.447+1.868)/2+(4.47+(1.817+0.447)*0.25)*(1.817+0.447+1.817)/2)/2*7*0.2（31)K1+630K1+700右侧m31605.05(3.59+(2.644+0.359-0.827)*0.25)*(2.644+0.359+2.644)/2+(3.59+(2.674+0.359-0.827)*0.25)*(2.674+0.35

21、9+2.674)/2)/2*10+(3.59+(4.619+0.359-0.814)*0.25)*(4.619+0.359+4.619)/2+(3.59+(1.689+0.359-0.814)*0.25)*(1.689+0.359+1.689)/2)/2*10+(4.79+(4.977+0.479-1.2)*0.25)*(4.977+0.479+4.977)/2+(4.79+(4.267+0.479-1.2)*0.25)*(4.267+0.479+4.267)/2)/2*20+(3.59+(1.247+0.359-1.3)*0.25)*(1.247+0.359+1.247)/2+(3.59+(

22、4.867+0.359-1.3)*0.25)*(4.867+0.359+4.867)/2)/2*10+(3.59+(3.377+0.359-0.81)*0.25)*(3.377+0.359+3.377)/2+(3.59+(8.467+0.359-0.81)*0.25)*(8.467+0.359+8.467)/2)/2*20土石比2:8，但还有换填，暂按土方计第 6 页，共 23 页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（32)K1+700K1+710右侧m31

23、32.79(3.59+(2.828+0.359-1.292)*0.25)*(2.828+0.359+2.828)/2+(3.59+(3.35+0.359-1.822)*0.25)*(3.35+0.359+3.35)/2)/2*10土石比2:8，但还有换填，暂按土方计（33)K1+710K1+740右侧m3595.17(4.79+(2.368+0.479-0.889)*0.25)*(2.368+0.479+2.368)/2+(4.79+(3.831+0.479-1.097)*0.25)*(3.831+0.479+3.831)/2)/2*10+(4.79+(3.831+0.479-0.889)*0

24、.25)*(3.381+0.479+3.831)/2+(4.79+(4.041+0.479-1.097)*0.25)*(4.041+0.479+4.041)/2)/2*10+(3.59+(2.832+0.359-0.888)*0.25)*(2.832+0.359+2.832)/2+(3.59+(5.067+0.359-1.427)*0.25)*(5.067+0.359+5.067)/2)/2*10土石比2:8，但还有换填，暂按土方计（34)K1+740K1+760右侧m3256.24(3.01+(2.488+0.301-2.15)*0.25)*(2.488+0.301+2.488)/2+(3.

25、01+(3.753+0.301-2.23)*0.25)*(3.753+0.301+3.753)/2)/2*10+(2.72+(3.753+0.272-2.23)*0.25)*(3.753+0.272+3.753)/2+(2.72+(4.779+0.272-2.07)*0.25)*(4.779+0.272+4.779)/2)/2*10土石比2:8，但还有换填，暂按土方计（35)K2+182K2+245右侧m3373.04（(2.29+5.64*0.25)*(5.64+0.74)/2*60+(1.76+4.51*0.25)*(4.51+0.74)/2*5）*0.5（36)K2+780K2+800右

26、侧m3151.59(1.76+4.51*0.25)*(4.51+0.74)/2*207挖沟槽石方（挡墙）m37832.17（1）+（2）+(34)（1)K1+000K1+020左侧m3146.56(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*0.8第 7 页，共 23 页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

27、量 计计 算算 式式备备注注（2)K1+020K1+040左侧m3157.58(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*0.8（3)K1+040K1+050左侧m3108.34(4.11+(4.11*0.1+2.793)*0.25)*(2.793+4.11*0.1+2.793)/2+(4.11+(4.11

28、*0.1+2.367)*0.25)*(2.367+4.11*0.1+2.367)/2)/2*10*0.8（4)K1+050K1+060左侧m3154.58(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*0.8（5)K1+090K1+110左侧m3192.455.04*(2.179+1.586+0.504*2)/2*20*0.8（6)K1+200K1+210左侧m375.80(1.76+4.51*0.25)*(4.51+0.

29、74)/2*10（7)K1+210K1+230左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20（8)K1+230K1+240左侧m3118.03(2.29+5.64*0.25)*(5.64+0.74)/2*10（9)K1+240K1+260左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20（10)K1+260K1+280左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20（11)K1+280K1+300左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20

30、（12)K1+300K1+320左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20（13)K1+320K1+350左侧m3354.09(2.29+5.64*0.25)*(5.64+0.74)/2*30（14)K1+350K1+360左侧m3118.03(2.29+5.64*0.25)*(5.64+0.74)/2*10第 8 页，共 23 页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（15)K1+360K1+390左侧m3354.

31、09(2.29+5.64*0.25)*(5.64+0.74)/2*30（16)K1+390K1+410左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20（17)K1+410K1+440左侧m3354.09(2.29+5.64*0.25)*(5.64+0.74)/2*30（18)K1+440K1+460左侧m3236.06(2.29+5.64*0.25)*(5.64+0.74)/2*20无土石比例（19)K1+460K1+480左侧m3167.57(1.98+4.96*0.25)*(4.96+0.74)/2*10+(1.76+4.51*0.25)*(4.51+

32、0.74)/2*10无土石比例（20)K1+480K1+488.8左侧m366.70(1.76+4.51*0.25)*(4.51+0.74)/2*8.8无土石比例（21)K1+580K1+630左侧m3184.635.54*（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*0.2（22)K1+658K1+680左侧m3192.02(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+0.45

33、8+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)*0.8（23)K1+836K1+855左侧m3224.26(2.29+5.64*0.25)*(5.64+0.74)/2*19（24)K2+791.08K2+820左侧m3141.90(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.

34、355)/2)/2*8.92+(2.22+(2.545+0.222)*0.25)*(2.545+0.222+2.545)/2+(2.22+(1.611+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)*0.8第 9 页，共 23 页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

35、量工工 程程 量量 计计 算算 式式备备注注（25)K2+840K2+850左侧m376.10(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)*0.8（26)K2+870K2+880左侧m356.92(2.79+2.02*0.25)*(2.02+0.279+2.02)/2*10*0.8（27)K2+940K2+960左侧m3246.59(2.29+5.65*0.25)*(5.65+1.01)/2*20（28)K2+960K3+000左侧m3493.17

36、(2.29+5.65*0.25)*(5.65+1.01)/2*40（29)K1+271.5K1+320右侧m3133.66(1.07+3.03*0.25)*(3.03+0.74)/2*48.5*0.8（30)K1+320K1+350右侧m3139.07（(1.07+3.03*0.25)*(3.03+0.74)/2*10+(1.34+3.61*0.25)*(3.61+0.74)/2*10+(1.98+4.91*0.25)*(4.91+0.74)/2*10）*0.8（31)K1+350K1+420右侧m3826.21(2.29+5.64*0.25)*(5.64+0.74)/2*70（32)K1+4

37、20K1+480右侧m3665.95(2.29+5.64*0.25)*(5.64+0.74)/2*50+(1.76+4.51*0.25)*(4.51+0.74)/2*10（33)K1+623K1+630右侧m358.34(4.47+(1.868+0.447)*0.25)*(1.868+0.447+1.868)/2+(4.47+(1.817+0.447)*0.25)*(1.817+0.447+1.817)/2)/2*7*0.8（34)K2+182K2+245右侧m3373.04（(2.29+5.64*0.25)*(5.64+0.74)/2*60+(1.76+4.51*0.25)*(4.51+0.

38、74)/2*5）*0.58余方弃置（土、石）m3568732.39挖-填二道路工程1路基级配碎石 20cm厚m241193.10（1）+（2）+（3）+（4）竣工图LS06第 10 页，共 23 页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（1)K1+000K2+278.92左幅m218195.94（12-0.2-0.35）*1278.92+167.28+678.71+1413.3+30*3/2+30*3+40*3/2+1098.02（2)K1+000K2+248

39、.92右幅m217674.38（12-0.2-0.35）*1248.92+84+507.58+30*3/2+30*3+40*3/2+1098.16+1100.48+389.03（3)K2+761.08K3+000左幅m22930.63（12-0.2-0.35）*238.92+30*3/2+30*3+40*3/2（4)K2+791.08K3+000右幅m22392.13（12-0.2-0.35）*208.922水泥稳定碎（砾）石 36cm厚m241193.10同上竣工图LS063AC-25C粗粒式沥青混凝土 7cm厚m241193.10同上竣工图LS064AC-20C中粒式沥青混凝土 5cm厚m

40、241193.10同上竣工图LS065AC-13F细粒式沥青混凝土 4cm厚m241193.10同上竣工图LS066人行道透水砖铺设m217273.89（1）+（2）+（3）+（4）竣工图LS06（1)K1+000K2+278.92左幅m27171.51（6.5-0.15）*（142.722+270.406+273.462）+285.17+（4-0.15）*（12.81+2.663）+321.02+410.02+（4.5-0.15）*32.903+434.68+342.85+464.93+350.29（2)K1+000K2+248.92右幅m27299.87（6.5-0.15）*（144.13

41、1+263.729+244.093+24.927）+195.69+（4-0.15）*9.227+280+313.144+453.78+（4.5-0.15）*14.229+344.56+455.75+320.54+270.5+270.3（3)K2+761.08K3+000左幅m21475.87（6.5-0.15）*232.42第 11 页，共 23 页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（4)K2+791.08K3+000右幅m21326.64（6.5-0.1

42、5）*208.927安砌流水道缘石m3076.17（1）+（2）竣工图LS06（1)K1+000K3+000左幅m1560.40142.722+36.156+12.81+2.663+38.726+274.223+43.563+32.903+38.358+273.462+39.311+47.042+346.54+231.92（2)K1+000K3+000右幅m1515.77144.131+28.112+9.227+34.72+308.144+47.034+14.229+39.315+263.729+47.042+39.311+244.093+32.305+30.527+24.927+208.92

43、8安砌中分隔带道缘石m2406.43142.722*2+3.14*3/2+273.828*2+3.14*3+247.735*2+3.14*3+315.878*2+3.14*3/2+208.92*2竣工图LS069树池砌筑个596.00168+82+42+168+88+48隐蔽资料10浆砌片石菱形网格护坡m210479.30（1）+（2）+（3）隐蔽资料（1)K1+120200左、右侧m2751.32（1.8+7.21+14.67+3.93+0）/5*60+（0+1.31+5.3+15.31+13.08）/5*60（2)K1+500700左侧m27553.46（10.07+16.48+14.42

44、+142.42+142.2+12.98+11.45+14.42+14.42+14.42+7.03）/11*200+（0+6.51+1.5+8.83+0+1.5）/4*60（3)K1+500700右侧m22174.52（2.24+9.74+14.42+14.42+6.66+7.21+7.21+14.42+14.42+14.42+7.03）/11*200+（0+3.2+1.5+2.78+0+1.5）/4*6011截洪沟m190.00（1）+（2）隐蔽资料（1)K1+760830右侧m70.00（2)K2+020140左侧m120.00第 12 页，共 23 页工工程程量量计计算算表表工程名称:贵阳

45、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12过街电力管敷设m285.2039.7+35+35+35.5+35+35+35+35K1+020、K1+147、K1+196、K1+353、K1+485、K1+590、K1740、K1+844隐蔽资料（1)挖沟槽石方m3315.25（39.7+35+35+35.5+35+35+35）*1.8*0.7K1+020、K1+147、K1+196、K1+353、K1+485、K1+590、K1740（2)挖沟槽土方m349.7635*(1.8+0.7*0.33*2+

46、1.8)*0.7/2K1+844（3)C15砼包管m3145.91（1*0.7-3.14*0.1*0.1*6）*（39.7+35+35+35.5+35+35+35+35）（4)200 FBD玻璃钢电缆保护管，壁厚6mmm1711.20（39.7+35+35+35.5+35+35+35+35）*6-（5)50*50mm镀锌扁钢m285.2039.7+35+35+35.5+35+35+35+35（6)L50*5mm镀锌角钢，长1.5M,间距5m根57.04（39.7+35+35+35.5+35+35+35+35）/5（7)回填大碴m3165.37315.25+49.76-1*0.7*（39.7+3

47、5+35+35.5+35+35+35+35）（8)外运土方m349.76同挖土方（9)外运石方m3149.88315.25-165.3713人行道护栏安装m竣工图LS06（1)K1+000K1+155左幅m164.9614.221+45.005+85.048+20.683第 13 页，共 23 页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（2)K1+570K1+800左幅m230800-570（3)K1+540810右侧m270.00810-540（4)K2+79

48、1.08K2+890左幅m98.92890-791.08该段无隐蔽资料14C20毛石砼挡墙基础m32483.36（1）+（2）+(22)（1)K1+000K1+020左侧m342.22（0.65+0.929）*2.79/2+0.929*0.929*0.25/2+（0.6+0.851）*2.51/2+0.851*0.851*0.25/2）/2*20（2)K1+020K1+060左侧m3132.82（0.55+0.932）*3.82/2+0.932*0.932*0.25/2)*20+(（0.6+1.011）*4.11/2+1.011*1.011*0.25/2）*10+(（0.65+1.089）*4

49、.39/2+1.089*1.089*0.25/2）*10基底宽与设计图不一，原因？（3)K1+060K1+090左侧m369.32(（0.65+0.929）*2.79/2+0.929*0.929*0.25/2）*30（4)K1+090K1+110左侧m3107.75（1.2+0.8*0.1+1.2）*0.8/2+（1.2+0.8*0.1+0.8+0.5*0.1）*（5.04-0.8-0.5）/2+（0.8+0.5*0.1+0.8）*0.5/2）*20基底宽与设计图不一，原因？（5)K1+110K1+150左侧m3215.50（1.2+0.8*0.1+1.2）*0.8/2+（1.2+0.8*0.

50、1+0.8+0.5*0.1）*（5.04-0.8-0.5）/2+（0.8+0.5*0.1+0.8）*0.5/2）*40基底宽与设计图不一，原因？（6)K1+580K1+630左侧m3269.38（1.2+0.8*0.1+1.2）*0.8/2+（1.2+0.8*0.1+0.8+0.5*0.1）*（5.04-0.8-0.5）/2+（0.8+0.5*0.1+0.8）*0.5/2）*50基底宽与设计图不一，原因？（7)K1+630K1+642左侧m373.32(（0.9+1.408）*5.08/2+1.408*1.408*0.25/2）*12基底宽与设计图不一，原因？第 14 页，共 23 页工工程程

51、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（8)K1+642K1+658左侧m386.42(（0.9+1.358）*4.58/2+1.358*1.358*0.25/2）*16（9)K1+658K1+680左侧m3142.64(0.4+0.9*0.33+0.4)*0.9/2+(0.9+1.438)*(5.38-0.4*2)/2+(0.4+1.438*0.33+0.4)*1.438/2)*12+(0.4+0.85*0.33+0.4)*0.85/2+(0.85+1.359)*(

52、5.09-0.4*2)/2+(0.4+1.359*0.33+0.4)*1.359/2)*10+1.1*1.1*0.33/2*5.09原槽浇筑原因？（10)K1+680K1+720左侧m3197.17(（0.8+1.197）*3.97/2+1.197*1.197*0.25/2）*10+(（0.85+1.279）*4.29/2+1.279*1.279*0.25/2）*10+(（0.9+1.358）*4.58/2+1.358*1.358*0.25/2）*20（11)K1+720K1+760左侧m3197.15(（0.9+1.358）*4.58/2+1.358*1.358*0.25/2）*10+(（0

53、.85+1.279）*4.29/2+1.279*1.279*0.25/2）*30（12)K1+760K1+780左侧m383.19(（0.85+1.279）*4.29/2+1.279*1.279*0.25/2）*10+(（0.75+1.114）*3.64/2+1.114*1.114*0.25/2）*10（13)K2+791.08K2+840左侧m375.43(（0.55+0.772）*2.22/2+0.772*0.772*0.25/2）*48.92（14)K2+840K2+870左侧m361.34(（0.6+0.851）*2.51/2+0.851*0.851*0.25/2）*20+(（0.65

54、+0.929）*2.79/2+0.929*0.929*0.25/2）*10（15)K2+870K2+880左侧m323.11(（0.65+0.929）*2.79/2+0.929*0.929*0.25/2）*10（16)K1+580K1+610右侧m350.78(（0.65+0.929）*2.79/2+0.929*0.929*0.25/2）*10+(（0.7+1.009）*3.09/2+1.009*1.009*0.25/2）*10（17)K1+610K1+630右侧m382.86(（0.8+1.197）*3.97/2+1.197*1.197*0.25/2）*20（18)K1+630K1+700右

55、侧m3233.81(（0.7+1.009）*3.09/2+1.009*1.009*0.25/2）*20+(（0.85+1.279）*4.29/2+1.279*1.279*0.25/2）*20+(（0.7+1.009）*3.09/2+1.009*1.009*0.25/2）*30第 15 页，共 23 页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（19)K1+700K1+710右侧m382.06(（1.952+2.261）*3.09/2+2.261*2.261*0.2

56、5/2+（2.52+2.829）*3.09/2+2.829*2.829*0.25/2)/2*10基础深度与设计图不一，原因？（20)K1+710K1+730右侧m3151.24(（1.59+1.954）*3.64/2+1.954*1.954*0.25/2+（1.791+2.155）*3.64/2+2.155*2.155*0.25/2+（1.847+2.211）*3.64/2+2.211*2.211*0.25/2)/3*20基础深度与设计图不一，原因？（21)K1+730K1+740右侧m371.31(（1.638+1.947）*3.09/2+1.947*1.947*0.25/2+（2.25+2

57、.559）*3.09/2+2.559*2.559*0.25/2)/2*10基础深度与设计图不一，原因？（22)K1+740K1+760右侧m334.53(（0.6+0.851）*2.51/2+0.851*0.851*0.25/2）*10+（0.55+0.772）*2.22/2+0.772*0.772*0.25/2)*1015挡墙基础处理：碎石换填 m3340.63（1）+（2）+（3）（1)K1+060K1+090左侧m3117.60（2.79+0.4*2+1*0.33*2+2.79+0.4*2）*1/2*30（2)K2+850K2+870左侧m395.60（3.51+0.4*2+1*0.33

58、*2+3.51+0.4*2）*1/2*10+（3.79+0.4*2+1*0.33*2+3.79+0.4*2）*1/2*10基底加宽1M,原因？（3)K2+920K2+940左侧m3127.43（2.335+6.16）*1.5/2*2016挡墙基础处理：M10浆砌片石m33782.98（1）+（2）+(12)（1)K1+110K1+150左侧m3730.17（5.04+0.5）*（3.087+3.081）/2*10+（5.04+0.5）*（3.105+3.398）/2*10+（5.04+0.5）*（3.398+3.313）/2*10+（5.04+0.5）*（3.354+3.624）/2*10（2

59、)K1+580K1+630左侧m3702.475.54*(2.51+2.63+2.48+2.59+2.44+2.48+2.59+2.54+2.63+2.47)/10*50（3)K1+630K1+642左侧m3140.69(4*(0.201+0.381)/2+1*(1.961+1.881)/2+5*(3.131+3.201)/2+2*(5.851+3.9)/2+3.904)/2)*5.08第 16 页，共 23 页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（4)K1

60、+642K1+658左侧m3240.185.08*(3.9+2.01)/2*16（5)K1+680K1+720左侧m3404.1910*(0.595+0.515)/2*4.29+10*(1.984+2.014)/2*4.79+10*(3.062+2.452)/2*5.08+10*(2.681+3.011)/2*5.08（6)K1+720K1+760左侧m3534.5010*(3.011+2.752)/2*5.08+28*(3.502+2)/2*4.79+2*2*4.79（7)K1+760K1+780左侧m3219.9210*2*4.79+10*(2.996+3)/2*4.14（8)K1+580