市政道路工程量计算表 EXCEL ls
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主路口西幅2+665~2+775(二灰)第1页序号桩号计算式数量m2备注1003.23912+671.4~76089.5*15-14.7*14.7*3.51.95*(28.5+30.8)/2-1494.59522+665~716.958.05*(30.8+30.5)/2-1688.20532+716.95~7742+665~760.94186.039主路口西幅2+966.4+3+010.5(二灰)序号桩号计算式数量m2备注44.1*12.1533.6112+966.4~3+0主路口西幅3+285~3+326.9(二灰)序号桩号计算式数量m2备注289.238713+285~326.941.9*15-14.7*14.7*3.20.88*(25.5+27)/2+211115.6423+285~305.832+665~760.91404.879主路口西幅3+525~3+650(二灰)序号桩号计算式数量m2备注2107.754管涵、三角、圆弧68.1*15-14.7*14.7*3.13+551.2~619496.792426.2*30.5-24.95*(6+223+525~+551.68.1*(30.5+29.5)/2204333+551.2~619296.129443+619.3~3+612.9*(19.3+5)-4.7*17.8*19.6348.8853+623.2~3+663+525~3+6505292.555主路口西幅3+816.3+3+859.3(二灰)序号桩号计算式数量m2备注13+816.3~85912.1*43520.3主路口西幅4+223.3~4+300(二灰)序号桩号计算式数量m2备注465.9774圆弧72.3*15-(14.7*14.7*14+223.3~29524+223~300(26+27.8)*37.95/2+(21964.6834+223.3~4+3002430.657主路口东幅2+665~2+775(二灰) 第2页序号桩号计算式数量m2备注995.738712+673.7~76289*15-14.7*14.7*3.1451.95*(30.5+30.9)/2-1621.5522+665~716.91635.57732+716.95~7758.05*(30.9+28.5)/242+665~760.94252.866主路口东幅2+966.4+3+010.5(二灰)序号桩号计算式数量m2备注44*12.1532.412+966.5~3+0主路口东幅3+285~3+326.9(二灰)序号桩号计算式数量m2备注289.238741.9*15-14.7*14.7*3.13+285~326.920.88*(26+27)/2+21.01120.8623+285~305.832+665~760.91410.099主路口东幅3+525~3+650(二灰)序号桩号计算式数量m2备注1576.28613+525~586.561.54*(29.5+29)/2-161501.98763.46*(29+26)/2-17.823+586.54~65832.738772.8*15-14.7*14.7*3.33+551.2~3+643+525~3+6503911.012主路口东幅3+817.5+3+859.3(二灰)序号桩号计算式数量m2备注12.1*41.8505.7813+817.5~859主路口东幅4+224.76~4+300(二灰)序号桩号计算式数量m2备注812.238770.1*15-14.7*14.7*3.14+229.5~2991902.379(26+27)*75.24/2-6.4924+224.76~3034+223.3~4+3002714.618主路西幅2+775~2+966.4(二灰) 第3页序号桩号计算式数量m219.6*45.9899.6412+775~820.930*(19.6+15.6)/252822+820.9~85015.6*60.8948.4832+850.9~911(17.6+14.6)*18/2-0.7*0.7*3.1277.875742+911.7~92912.1*36.7444.0752+929.7~9666小计3098.066主路西幅3+010.5~3+285(二灰)序号桩号计算式数量m2(41.05+45)*12.1/2 (520.602513+010.5~51.(56.3+60.3)*12.1/2705.4323+82.5;78.5(14.6+17.1)*17.8/2-0.45*0.45272.612133+138.8+~1515.6*52811.243+156.6~208(15.6+14.6)*23.4/2353.3453+208.6~23263+232~27014.6*38554.873+270~28525.8*15-13.75*(4.3+2.2)-0.95282.36078小计3500.345主路西幅3+326.9~3+525(二灰)序号桩号计算式数量m227.3*15.1-14.1*(4.3+1.7)-0.7309.520113+326.9~3+33+342~40616.6*641062.421*21.6-0.7*0.7*3.14/2452.830723+406~3+42734.3*21.6-0.7*0.7*3.14/2740.110733+427~3+46113.6*11149.643+461.3~472(13.6+17.6)*18.5/2288.653+472.3~49063+490.8~52534.2*17.6601.927小计3604.981主路西幅3+650~3+816.3(二灰)序号桩号计算式数量m229.3*19.6574.2813+650~679.3(15.6+19.6)*30/25283+679.3~70923+709.3~77162*15.6967.2(17.3+14.3)*16.4/2-0.7*0.7*3246.650733+771.3~78728.6*12.1346.0643+787.7~8165小计2662.191主路西幅3+859.3~4+181.3路桥分界(二灰) 第4页 序号桩号计算式数量m2156.7*12.11896.0713+859.3~4+024+016~032.8(14.3+17.3)*16.8/2-0.7*0.7*3252.9707(148.5+149.5)*15.6/22324.434+032.8~4+14小计4473.441主路东幅2+775~2+966.5(二灰)序号桩号计算式数量m212+775~826.551.5*17.6906.4(17.6+15.6)*20/233222+826.5~84655*15.685832+846.5~90142+901.5~91917.5*(17.6+14.6)/2-0.7*0.7*3271.435747.5*12.1574.7552+919~966.56小计2942.586主路东幅3+010.5~3+285(二灰)序号桩号计算式数量m2466.031513+010.5~054(43.53+33.5)*12.1/2 路桥(32.2+47.2)*12.1/2480.3723+075;60~10(14.6+17.6)*17/2273.733+107.2~12415.6*80.81260.4843+124.2~20553+205~22015*(15.6+16.5)/2240.7563+220~27050*16.683073+270~28526.3*15-14*(4.3+1.7)-0.7*0.7295.88338小计3847.215主路东幅3+326.9~3+525(二灰)序号桩号计算式数量m227.3*15.1-4.7*4.7*3.14/4394.889413+326.9~34284.9*22.61918.7423+342~426.921.3*(22.6+20.6)/2-1.2*1.2*3457.819233+426.9~44823*13.6312.843+448.2~47130*(13.6+19.6)/249853+471.2~50123.8*19.6466.483+501.2~5256小计4048.729主路东幅3+650~3+816.3(二灰) 第5页序号桩号计算式数量m215.6*131.82056.0813+650~3+781(17.3+14.3)*15.8/2-0.7*0.7*3237.950723+781.8~3+719.9*12.1240.793+797.6~8173小计2534.821主路东幅3+859.3~4+183路桥分界(二灰)序号桩号计算式数量m212.1*179.72174.3713+895.3~4+04+039~055(14.3+17.3)*16/2-0.7*0.7*3.1240.980724+055~4+183(128+129.2)*15.6/22006.163小计4421.511主路石灰、粉煤灰、碎石62828.7第1页主路口西幅2+665~2+775序号项目名称桩号计算式数量m2 1圆弧处2+671.4~76089.5*15-15*15*3.14/2989.2551.95*(28.5+30.8)/2-1472.413 2主路口左2+665~716.91265.638 3主路口右2+716.95~7658.05*(30.8+30.5)/4西幅小计2+665~760.93727.302主路口西幅2+966.4+3+010.5序号项目名称桩号计算式数量m211*44.1485.1 1主路口左2+966.4~3+0主路口西幅3+285~3+326.9序号项目名称桩号计算式数量m21圆弧处3+285~326.941.9*15-15*15*3.14/2275.252主路口3+285~305.820.88*(25.5+27)/2+211053.243西幅小计2+665~760.91328.49主路口西幅3+525~3+650序号项目名称桩号计算式数量m21管涵处含圆弧3+551.2~61968.1*15-15*15*3.14/21080.9692主路口左3+525~+551.26.2*30.5-24.95*(6+2373.85593主路口中3+551.2~61968.1*(30.5+29.5)/21900.54主路口右3+619.3~3+612.9*5-5.25*5.25*3.145.863445西幅小计3+525~3+6503401.188主路口西幅3+816.3+3+859.3第2页序号项目名称桩号计算式数量m21主路口3+816.3~84311*37.6413.6主路口西幅4+223.3~4+300序号项目名称桩号计算式数量m21圆弧处4+223.3~29572.3*15-2*(15*15*3.791.252主路口4+223~300(26+27.8)*37.95/2+(21836.7044西幅小计4+223.3~4+3002627.954主路口东幅2+665~2+775序号项目名称桩号计算式数量m21圆弧处2+673.7~76289*15-15*15*3.14/2981.752主路口东幅左2+665~716.951.95*(30.5+30.9)/2-1232.4483主路口东幅右2+716.95~7658.05*(30.9+28.5)/21586.4164东幅小计2+665~760.93800.614主路口东幅2+966.4+3+010.5序号项目名称桩号计算式数量m211*15165 1主路口2+995.5~3+0主路口东幅3+285~3+326.9序号项目名称桩号计算式数量m2 1圆弧处3+285~326.941.9*15-15*15*3.14/2275.2520.88*(26+27)/2+21.01102.862主路口3+285~305.84东幅小计2+665~760.91378.11主路口东幅3+525~3+650第3页序号项目名称桩号计算式数量m2 1主路口左3+541.8~+5527.918449.4*5-5.25*5.25*3.1472.8*(15+29.5+15+262664.812主路口中3+551.2~624402.2103 3主路口右3+624~3+65026*26-25*6.25-5.25*5 4东幅小计3+525~3+6503094.939主路口东幅3+817.5+3+859.3序号项目名称桩号计算式数量m211*15.7172.7 1主路口3+843.6~859主路口东幅4+224.76~4+300序号项目名称桩号计算式数量m270.1*15-15*15*3.14/2798.251圆弧处4+229.5~299(26+27)*75.24/2-9.3*1761.16 2主路口4+224.76~303东幅小计4+223.3~4+3002559.41主路西幅2+775~2+966.4序号桩号计算式数量m2 12+850.9~2+914.5*60.8881.6(17+14)*18/2-1.25*1.25*3.1253.8594 22+911.7~92932+929.7~96611*36.7403.7 4小计1539.159主路西幅3+010.5~3+285序号桩号计算式数量m2(56.3+60.3)*11/2641.3 13+082.5~1383+078.5~138.8(14+16.5)*17.8/2-1*1*3.14/2250.43 23+138.8~15633+156.6~20814.5*52754(14.5+13.5)*23.4/2327.643+208.6~23253+232~27013.5*3851363+270~28525.5*15-4.75*4.75*3.14/4-13.268.44347小计2754.773主路西幅3+326.9~3+525第4页序号桩号计算式数量m21*(2+4)-1.25*1.25*3.14/2 3.546875 13+326.9~3+35*15.1-5.25*5.25*3.14/453.86344 3+326.9~342(6+5)*21/2-1.25*1.25*3.14/2113.0469 23+406~3+42720.5*34.3-1.25*1.25*3.14/2700.696933+427~3+46143+461.3~472.312.5*11137.553+472.3~52512.75*52.7671.9256小计1680.579主路西幅3+650~3+816.3序号桩号计算式数量m2 13+709.3~3+771.314.5*62899(17+14)*16.4/2-1.25*1.25*3.1230.7719 3+771.3~78723+787.7~3+816.311*28.6314.63小计1444.372主路西幅3+859.3~4+225序号桩号计算式数量m2 13+903.6~4+01611*112.41236.4(13.5+17)*16.8-1.25*1.25*3.1232.67194+016~032.8(148.5+149.9)*14.5/22163.4 24+032.8~4+14+032.8~4+182.73小计3632.472主路东幅2+775~2+966.5序号桩号计算式数量m2 12+775~826.513.25*51.5682.37522+826.5~846.5(13.25+11.25)*20/224532+846.5~901.514.5*55797.5(17+14)*17.5/2-1.25*1.25*3.1248.8594 42+901.5~91952+919~945.511*26.5291.56小计2265.234主路东幅3+010.5~3+285第5页序号桩号计算式数量m2 13+010.5~054.03(43.53+33.5)*11/2423.6653+010.5~4423+075~3+107.2(32.2+47.2)*11/2436.73+060~3+107.2(14+17)*17/2-(1+2.75)*8/2-1.241.7969 33+107.2~3+143+124.2~20514.5*80.81171.653+284~285(2+4)*1-1.25*1.25*3.3.5468756小计2277.309主路东幅3+326.9~3+525序号桩号计算式数量m222*15.1-5.25*5.25*3.14/4310.5634 13+326.9~34223+342~406.916.75*64.91087.07533+406.9~426.921.5*2043021.3*(19.5+21.5)/2-1.75*1.75431.841943+426.9~44853+448.2~471.212.5*23287.56小计2546.98主路东幅3+650~3+816.3序号桩号计算式数量m2 13+650~3+781.814.5*131.81911.123+781.8~3+7(17+14)*15.8/2-1.25*1.25*3.1222.7469 3小计2133.847主路东幅3+859.3~4+225序号桩号计算式数量m2 13+895.3~4+03911*179.71976.74+039~055(13.5+17)*16/2-1.25*1.25*3.1221.609424+055~4+149.514.5*94.51370.253小计3568.559机动车道结构共5页46997.69抗车辙主路西幅第1页序号桩号计算式数量m2 12+665~ 3.25*4.1513.487522+752.9~762.1519*9.25175.7532+762.15~772.218.75*10.05188.437542+772.2~77518.5*2.818.5*2.852+775~820.918.5*45.9849.1562+820.9~850.9(18.5+14.5)*30/249511*(41.05+45)/2473.275 73+010.5~3+051.55;5583+337-14~327.916*4.978.493+327.9~34215.75*14.1222.075103+342~40615.5*64992113+406~42715.75*21330.75123+472.3~490.8 3.75*18.5/234.6875133+490.8~549.95 3.75*59.15221.812514管涵11.75*80940153+612.3~679.318.5*671239.5163+679.3~709.3(18.5+14.5)*30/2495173+853.6~903.611*50550184+286.6~296.619*10190194+296.6~4+30018.75*3.463.7520西幅合计7553.075抗车辙主路东幅序号桩号计算式数量m2 12+665~671.4518.75*6.45120.937522+671.45~68119*9.55181.4532+762.5+1.25~775 3.25*11.2536.562542+775~846.5 3.25*71.5232.37552+995.5-50~966.511*2123162+966.5~995.511*2931973+205~220(15.5+14.5)*15/222583+220~27015.5*5077593+270~28415.75*14220.5103+284~28816*464113+326.9~406.9 4.75*80380123+471.2~501.2(12.5+18.5)*30/2465133+501.2~541.818.5*40.6751.1143+541.8~550.4518.75*8.65162.1875153+550.45~559.219*8.75166.25163+793.6~798.211.25*4.651.75173+798.2~843.611*45.4499.4184+149.5~18314.5*(33.5+34.7)/2494.45194+225.9~184.215.5*(10.1+9.8)/2154.225 4+226.2~4+236204+229.6~4+300 4.75*0.4 1.921东幅合计5532.08813085.16抗车辙主路共中粒式沥青混凝土辅路AC-20C 64.02E+10附表面积=长度*宽度,面积=(上宽+下宽)*长度/2面积=长度*宽度,面积=(上宽+下2+911.7~2+928.7:(4+7)*17/2=92+901.5~2+919.5:(4+7)*18/2=99m22+928.7~2+966.5:37.8*7=264.62+919.5~2+966.5:47*7-20*4=249m23+010.5~3+065:54.5*3=163.5m23+010.5~3+048:37.5*7=262.5m23+070.1~3+138.3:68.2*7=477.43+067.1~3+106.7:39.6*7=277.2m23+138.3~3+156.4:(7+4)*18/2=93+106.7~3+124.2:(7+4)*17.5/2=96.25m23+771.3~3+787.7:(4+7)*16.4/23+781.8~3+797.7:(4+7)*15.9/2=87.45m23+787.7~3+816:28.3*7=198.1m23+797.7~3+817.5:19.8*3=59.4m23+859.3~4+017:44.3*3+113.4*73+859.3~4+039.5:180.2*7=1261.4m24+017~4+032.8:(7+4)*15.8/2=84+039.5~4+055:(7+4)*15.5/2=85.25m2良乡高教园六号路:良乡高教园六号路:2+966.5~3+010.5:44*15-15*15*2+966.5~3+010.5:45*15-15*15*3.14/2-45*7-29*4=520.75良乡高教园四号路:良乡高教园四号路:3+816.3~3+859.3: 43*7-5.7*43+816~3+859.3: 41.8*3+15.7*4+42*15-15*15*3.14/2=464.3584.63463.15东西幅合计7047.75现浇C10豆石混凝土、乙2型混凝040204003001附表2+665~4+300西幅东幅计算式:总长度=主线长度+路口计算式:总长度=主线长度+路口长度主线长度:主线长度:2+665~2+671.4:L=6.4m2+665~2+673.7:L=8.7m2+760.9~2+826.4:L=65.5m2+762.5~2+836.5:L=74m2+826.4~2+966.4:L=140m2+836.5~2+965.5:L=129m3+010.5~3+065.8:L=55.3m3+010.5~3+044:L=33.5m3+088.8~3+150:L=61.2m3+067~3+285:L=218m3+150~3+285:L=135m3+326.9~3+436.9:L=110m3+326.9~3+406.5:L=79.6m3+436.9~3+487:L=50.1m3+406.5~3+471.3:L=64.8m3+487~3+551.2:L=64.2m3+471.3~3+551.2:L=79.9m3+624~3+817.5:L=193.5m3+619.3~4+816.3:L=197m3+859.3~4+182.7:L=323.4m3+859.3~4+182.7:L=323.4m4+225~4+229.5:L=4.5m4+222.3~4+223.3:L=1m4+299.6~4+300:L=0.4m4+295.6~4+300:L=4.4m路口长度:路口长度:长虹东路:长虹东路:2+671.4:L=16m2+671.4:L=15.5m2+760.9:L=15.5m2+760.9:L=15.5m良乡高教园六号路:良乡高教园六号路:2+966.4:L=16.5m2+966.4:L=16m3+010.5:L=17m3+010.5:L=16m良乡高教园五号路:良乡高教园五号路:3+285:L=16m3+285:L=16m3+326.9:L=16m3+326.9:L=16.5m良乡东路:良乡东路:3+551.2:L=15+55.5m=70.5m3+551.2:L=15+2=17m3+619.3:L=15+59=74m3+619.3:L=15+2=17m良乡高教园四号路:良乡高教园四号路:3+816.3:L=15.5+2=17.5m3+816.3:L=18m3+859.3:L=15.5m3+859.3:L=16.5m多宝路:多宝路:4+223.3:L=17m4+223.3:L=16+5=21m4+295.6:L=18.5+3=21.5m4+295.6:L=17m2+995.5处人行过道预留口:10+10+2.5+4+61.53+843.6处人行过道预留口:10+10+2.5+2.50减牦牛河挡墙 3.2*4=12.8m2938.3合计:3037m-12.803037L型-甲2混凝土立缘石 040204003002附表2+665~4+300: 桩号部位:西幅 长度东幅2+665~2+671.4:L=6.4m2+665~2+673.7:L=8.7m2+760.9~2+966.4:L=205.5m2+762.5~2+965.5:L=203m3+010.5~3+065.8:L=55.3m3+010.5~3+044:L=33.5m3+088.8~3+150:L=61.2m3+067~3+285:L=218m3+150~3+285:L=135m3+326.9~3+551.2:L=224.3m3+326.9~3+551.2:L=224.3m3+624~3+817.5:L=193.5m3+619.3~4+816.3:L=197m3+859.3~4+182.7:L=323.4m3+859.3~4+182.7:L=323.4m4+225~4+229.5:L=4.5m4+222.3~4+223.3:L=1m4+299.6~4+300:L=0.4m4+295.6~4+300:L=4.4m路口长度:路口长度:长虹东路:长虹东路:2+671.4:L=1/4*2*3.14*15=23.2+671.4:L=1/4*2*3.14*15=23.55m2+760.9:L=1/4*2*3.14*15=23.2+760.9:L=1/4*2*3.14*15=23.55m良乡高教园六号路:良乡高教园六号路:2+966.4:L=1/4*2*3.14*15=23.2+966.4:L=1/4*2*3.14*15=23.55m3+010.5:L=1/4*2*3.14*15=23.3+010.5:L=1/4*2*3.14*15=23.55m良乡高教园五号路:良乡高教园五号路:3+285:L=1/4*2*3.14*15=23.553+285:L=1/4*2*3.14*15=23.55m3+326.9:L=1/4*2*3.14*15=23.3+326.9:L=1/4*2*3.14*15=23.55m良乡东路:良乡东路:3+551.2:L=1/4*2*3.14*15+55.3+551.2:L=1/4*2*3.14*15+2=25.55m3+619.3:L=1/4*2*3.14*15+59=3+619.3:L=1/4*2*3.14*15+2=25.55m良乡高教园四号路:良乡高教园四号路:3+816.3:L=1/4*2*3.14*15+2=23+816.3:L=1/4*2*3.14*15=23.55m3+859.3:L=1/4*2*3.14*15=23.3+859.3:L=1/4*2*3.14*15=23.55m多宝路:多宝路:4+223.3:L=1/4*2*3.14*15=23.4+223.3:L=1/4*2*3.14*15+5=28.55m4+295.6:L=1/4*2*3.14*15+3=24+295.6:L=1/4*2*3.14*15=23.55m2+665~2+(671.4-2.25):L=4.2+665~2+(673.7-2.25):L=6.45m2+(760.9+1.25)~2+775:L=12.852+(762.5+1.25)~2+775:L=11.25m2+775~2+(912.7-1):L=136.72+775~2+(902.5-1):L=126.5m2+(910.7+0.5)~3+(115.2-0.5):L=203.5m 2+(920+0.5)~3+(146.8-0.5)3+(155.6+0.75)~3+(285-1.23+(123.2+1)~3+(285-1):L=159.8m3+(326.9+1)~3+(407-1):L3+(449+1)~3+(551.2-0.75):L=100.45m 3+(460.3+2)~3+(551.2-1.253+(624+1)~3+(782.8-1):L=156.8m3+(619.3+0.75)~3+(772.3-1):L3+(789.2+0.5)~4+(047.5-0.5):L=257.3m3+(778.7+0.5)~4+(025-0.5):L=4+(054+1)~4+182.7:L=126.95m4+(031.8+1)~4+182.7:L=149.9m4+224.8~4+(236-0.75):L=10.45m4+222.3~4+(232.8-1):L=9.5m4+(295.6+0.75)~4+300:L=3.65m路口长度:路口长度:无良乡东路:55+55=110*2=220m圆弧部分:L=1/2*3.14*2*1*2=6圆弧部分:L=1/2*3.14*2*1*2=6.28m长虹东路:圆弧部分:L=1/2*3.14*2*1.25*2=7.85m总计3083.982666.635750.61040204003003附表2+665~4+300:桩号部位:西幅 长度东幅 长主线长度:主线长度:2+665~2+(671.4-2.25):L=4.2+665~2+(673.7-2.25):L=6.45m圆弧部分:L=1/2*3.14*2*2.25=圆弧部分:L=1/2*3.14*2*2.25=7.07m2+(760.9+1.25)~2+775:L=12.852+(762.5+1.25)~2+775:L=11.25m圆弧部分:L=1/2*3.14*2*1.25=圆弧部分:L=1/2*3.14*2*1.25=3.93m2+775~2+(912.7-1):L=136.72+775~2+(902.5-1):L=126.5m圆弧部分:L=1/2*3.14*2*1=3.1圆弧部分:L=1/2*3.14*2*1=3.14m2+(910.7+0.5)~3+(115.2-0.5):L=174.45m2+(920+0.5)~3+(146.8-0.5)圆弧部分:L=1/2*3.14*2*0.5*2圆弧部分:L=1/2*3.14*2*0.5*2=3.14m3+(155.6+0.75)~3+(285-1.23+(123.2+1)~3+(285-1):L=159.8m圆弧部分:L=1/2*3.14*2*0.75+圆弧部分:L=1/2*3.14*2*1*2=6.28m3+(326.9+1)~3+(407-1):L3+(447.5+1.5)~3+(551.2-0.75):L=100.45m圆弧部分:L=1/2*3.14*2*0.5*2圆弧部分:L=1/2*3.14*2*1.5+1/2*3.14*2*0.75=7.07m 3+(460.3+2)~3+(551.2-1.253+(624+1)~3+(782.8-1):L=156.8m圆弧部分:L=1/2*3.14*2*2+1/2圆弧部分:L=1/2*3.14*2*1*2=6.28m3+(619.3+0.75)~3+(772.3-1):L3+(789.2+0.5)~4+(047.5-0.5):L=252.3m圆弧部分:L=1/2*3.14*2*0.75+圆弧部分:L=1/2*3.14*2*0.5*2=3.14m3+(778.7+0.5)~4+(025-0.5):L=4+(054+1)~4+182.7:L=126.95m-42.06=84.89圆弧部分:L=1/2*3.14*2*0.5*24+224.8~4+(236-0.75):L=10.45m4+(031.8+1)~4+182.7:L=149.9m圆弧部分:L=1/2*3.14*2*1+1/2*3.14*2*0.75=5.5m4+222.3~4+(232.8-1):L=9.5m圆弧部分:L=1/2*3.14*2*1*2=6.28m4+(295.6+0.75)~4+300:L=3.65m圆弧部分:L=1/2*3.14*2*0.75=2.36m中央隔离带2+665圆弧部分:L=1/2*3.14*2*3=9.42m2+(767.2+5)~3+(274.5-4.5):L=919.52m圆弧部分:L=1/2*3.14*2*5+1/2*3.14*2*4.5=29.83m3+(337+5)~3+(546.8-5):L=199.8*2=399.6m圆弧部分:L=1/2*3.14*2*5+1/2*3.14*2*5=31.4m3+(627.2+5)~4+182.7:L=550.5*2-20=1081m4+224.76~4+(236-4.75):L=599.05*2=12.98m圆弧部分:L=1/2*3.14*2*5+1/2*3.14*2*4.75=30.62m3725.711128.894854.6清单项目:人行道块料铺设 清单编号:040204001001 桩号:2+665~4+300西幅主线人行道块料铺设面积=人行道总面积-盲道砖面积-树池面积人行道面积=长度*宽度树池面积=长度*宽度*个数盲道砖面积=长度*宽度2+665~2+671.4: 6.4*6.28-6.36.222+760.9~2+826.4:65.5*4.28-65.5*0.62=239.732+826.4~2+966.4: 140*3.78-14442.43+010.5~3+065.8: 55.3*2.78-55119.4483+088.8~3+150: 61.2*3.78-61193.3923+150~3+285: 135*4.281358.3493+326.9~3+406.5: 2.78-79171.9363+406.5~3+471.3: 64.8*3.78-64204.7683+471.3~3+551.2: 79.9*4.28-79292.4343+619.3~4+816.3: 97*3.78-1622.523+859.3~4+182.7: 323.4*3.78-3231021.9444+222.3~4+223: 1*3.78 3.164+295.6~4+300: 4.4*2.78-49.5043715.8扇形面积=1/4圆面积(1/4*3.14*R2)外围三角形面积=(半径-人行道宽度)2/2盲道面积=长度*宽度路口延伸人行道面积=长度*宽度延伸盲道面积=长度*宽度长虹东路:2+671.4: 1/4*3.14*15*15-((15-6.28)*121.12182+760.9: 1/4*3.14*15*15-((15-4.28)160.691良乡高教园六号路:2+966.4: 1/4*3.14*15*15-((15-3.796.50683+010.5: 1/4*3.14*15*15-((15-2.86.0268良乡高教园五号路:3+285: 1/4*3.14*15*15-((15-4.102.61183+326.9: 1/4*3.14*15*15-((15-79.4818良乡东路:3+551.2: 1/4*3.14*15*15-((15-4.2335.04183+619.3: 343.8068良乡高教园四号路:3+816.3 1/4*3.14*15*15-104.99683+859.3: 1/4*3.14*15*15-((15-3.797.1268多宝路:4+223.3: 1/4*3.14*15*15-((15-3.796.81684+295.6: 1/4*3.14*15*15-(93.95682+995.5处人行过道预留口: 178.753+843.6处人行过道预留口:10*10+5*2.5+1252021.94东幅主线人行道块料铺设面积=人行道总面积-盲道砖面积-树池面积人行道面积=长度*宽度树池面积=长度*宽度*个数盲道砖面积=长度*宽度2+665~2+673.7: 8.7*4.28-831.8422+762.5~2+836.5: 74*6.28-7418.842+836.5~2+965.5: 129*3.78-12407.643+010.5~3+044: 33.5*3.78-33.105.863+067~3+285: 218*3.78-21688.883+326.9~3+436.9: 110*2.78-1237.63+436.9~3+487: 50.1*4.78-50208.4163+487~3+551.2: 64.2*3.78-64202.8723+624~3+817.5: 193.5*3.78-193611.463+859.3~4+182.7: 323.4*3.78-3231021.9444+225~4+229.5: 4.5*3.78-414.224+299.6~4+300: 0.小计:0.8643950.438+(路口延伸人行道面积-延伸盲道面积)路口人行道块料铺设面积=扇形面积-外围三角形面积-盲道面积扇形面积=1/4圆面积(1/4*3.14*R2)外围三角形面积=(半径-人行道宽度)2/2盲道面积=长度*宽度路口延伸人行道面积=长度*宽度延伸盲道面积=长度*宽度长虹东路:2+673.7: 1/4*3.14*15*15-((15-4103.85182+762.5: 1/4*3.14*15*15-((15-122.0518良乡高教园六号路:2+965.5: 1/4*3.14*15*15-((15-97.74683+010.5: 1/4*3.14*15*15-((15-3.98.0568良乡高教园五号路:3+285: 1/4*3.14*15*15-((15-91.70183+326.9: 1/4*3.14*15*15-((15-79.4818良乡东路:3+551.2: 1/4*3.14*1106.99683+624: 1/4*3.14*1636.2518良乡高教园四号路:3+817.5: 1/4*3.14*15*15-((15-95.88683+859.3: 1/4*3.14*15*15-((15-396.5068多宝路:4+229.5:1/4*3.14*15*15-((15-3.78)*(1113.54684+299.6: 1/4*3.14*15*15-((1586.0268小计:1728.107树池面积1.25*1.25*460=718.75东西合计11416.28合计:11416.28-781.75=10634.53m2第2页3页=464.95m2-延伸盲道面积)。
井类型截污管及检查井400.739.3截污管及检查井AW21000 6.58 4.6 1.98500350.734.3截污管及检查井AW31000 6.6 4.53 2.07500350.734.3截污管及检查井AW41000 6.58 4.46 2.12500300.729.3截污管及检查井AW51000 6.5 4.4 2.1500350.734.3截污管及检查井AW61000 6.5 4.33 2.17500220.721.3截污管及检查井AW71000 6.5 4.286 2.214500400.739.3截污管及检查井AW8-11000 6.05 4.064 1.986500100.79.3截污管及检查井AW81000 6.05 4.044 2.006500450.744.3截污管及检查井AW91000 6.08 3.974 2.106500420.741.3截污管及检查井AW101000 5.91 3.89 2.02500420.741.3截污管及检查井AW111000 5.95 3.806 2.144500220.721.3截污管及检查井AW121000 5.74 3.762 1.978500160.715.3截污管及检查井AW131000 5.68 3.73 1.95500330.732.3截污管及检查井AW141000 5.87 3.664 2.206500330.732.3截污管及检查井AW151000 5.67 3.598 2.072500340.733.3截污管及检查井AW161000 5.49 3.53 1.96500300.729.3截污管及检查井AW171000 5.57 3.47 2.1500400.739.3截污管及检查井AW181000 5.42 3.39 2.03500400.739.3截污管及检查井AW191000 5.47 3.31 2.16500500.749.3截污管及检查井AW201000 5.48 3.21 2.27接FW31500200.719.3截污管及检查井AW211000 6.55 2.03 4.52630250.724.3截污管及检查井AW221000 6.73 2.005 4.725600250.724.3截污管及检查井AW22-11000 5.944 1.94530320.731.3拍门井AW22-21000 6.21 3.936 2.274530240.723.3顶管接收井AW2312007.1 2.98 4.12800400.9539.05截污管及检查井AW2412007.07 2.94 4.13800400.9539.05顶管工作井AW2512007.14 2.9 4.24800500.9549.05截污管及检查井AW2612007.22 2.85 4.37800400.9539.05顶管接收井AW2710007.08 2.8 4.28600460.745.3截污管及检查井AW3010007.04 2.754 4.28650000.7-0.7截污管及检查井AW11-101000 6.6 4.93 1.67400250.724.3截污管及检查井AW11-91000 6.6 4.88 1.72400300.729.3截污管及检查井AW11-81000 6.61 4.82 1.79400400.739.3截污管及检查井AW11-71000 6.8 4.74 2.06400400.739.3截污管及检查井AW11-61000 6.82 4.66 2.16400400.739.3截污管及检查井AW11-51000 6.7 4.58 2.12400400.739.3截污管及检查井AW11-41000 6.86 4.5 2.36400400.739.3截污管及检查井AW11-31000 6.68 4.42 2.26400400.739.3截污管及检查井AW11-21000 6.47 4.34 2.13400300.729.3截污管及检查井AW11-11000 6.68 4.28 2.4接AW10400100.79.32.14 1.3111.28 2.140.758.87402.282.22 5.052.28 1.3103.51 2.280.754.62352.372.22 5.252.35 1.3106.70 2.350.756.3352.422.22 5.362.36 1.392.04 2.360.748.4302.4 2.22 5.322.39 1.3108.52 2.390.757.26352.472.22 5.472.44 1.369.84 2.440.736.41222.512.22 5.572.35 1.3122.20 2.350.764.65402.292.22 5.062.25 1.329.20 2.250.714.62102.312.22 5.112.31 1.3134.90 2.310.771.51452.412.22 5.332.31 1.3126.29 2.310.766.87422.322.22 5.142.33 1.3127.33 2.330.767.42422.442.22 5.412.31 1.366.09 2.310.734.46222.282.22 5.050.22.21 1.346.05 2.210.723.71162.252.22 4.990.22.33 1.399.87 2.330.752.64332.512.22 5.550.22.39 1.3102.49 2.390.754.02332.372.22 5.260.22.27 1.3100.16 2.270.752.82342.262.22 5.010.22.28 1.388.92 2.280.746.76302.4 2.22 5.320.22.32 1.3120.38 2.320.763.69402.332.22 5.160.22.35 1.3121.94 2.350.764.51402.462.22 5.450.22.47 1.3160.23 2.470.785.07502.572.22 5.690.23.65 1.394.77 3.650.749.24204.822.2210.680.24.871.43174.19 4.870.8398.27255.032.2211.130.23.58 1.4125.39 3.580.869.64252.242.22 4.962.361.33100.31 2.360.7353.86322.572.22 5.703.451.33110.03 3.450.7358.63244.422.7712.264.38 1.6280.00 4.381170.8404.432.7712.294.44 1.6283.84 4.441173.2404.542.7712.604.56 1.6364.40 4.561223.4504.672.7712.964.58 1.6292.80 4.581178.7404.582.2210.154.53 1.4291.93 4.530.8164.3464.592.2210.163.23 1.30.00 3.230.7-1.5801.972.22 4.361.95 1.258.35 1.950.628.36252.022.22 4.482.01 1.272.18 2.010.635.25302.092.22 4.632.18 1.2104.40 2.180.651.29402.362.22 5.232.36 1.2113.28 2.360.655.65402.462.22 5.452.39 1.2114.72 2.390.656.36402.422.22 5.362.49 1.2119.52 2.490.658.71402.662.22 5.892.56 1.2122.88 2.560.660.36402.562.22 5.672.45 1.2117.36 2.450.657.65402.432.22 5.382.52 1.290.54 2.520.644.21302.7 2.22 5.981.45 1.217.40 1.450.68.09110。