步康花苑工程量计算书

'工程量计算表建设单位工程名称三馆拆迁安置房小区围墙序号工程项目部位及计算单位工程量1砖砌围墙1-1图小区北侧围墙计67.6+0.3=67.9米；垛18个2-2图小区西北段围墙计23.7米；370*370垛6个3-3图小区西南段围墙计130.1米；370*370垛35个500*500垛4个合计:围墙221.7m370*370垛59个;500*500垛4个2人工挖土方(0.62+0.2*2)*0.60*221.7=135.68m3m3135.683基槽内打夯221.7*1.02=226.13m2m2226.134砖砌基础墙1-1剖(0.62*0.2+0.5*0.2+0.37*0.2)*67.9=20.234m3m368.925(0.75*0.2+0.62*0.2+0.5*0.2)*0.12*18=0.808m32-2剖(0.62*0.2+0.5*0.2+0.37*0.2)*23.7=7.06m3(0.75*0.2+0.62*0.2+0.5*0.2)*0.12*6=0.27m33-3剖(0.62*0.2+0.5*0.2+0.37*0.2)*130.1=38.77m3(0.75*0.2+0.62*0.2+0.5*0.2)*0.12*35=1.57m3（0.86*0.2+0.74*0.2+0.62*0.2）*0.12*4=0.213m3计：68.9255基槽回填土135.68-68.925=66.755m3m366.7556余土外运m368.9257砖砌围墙1-1图0.24*0.74*67.9=12.06m3m349.92垛0.37*0.12*0.8*18=0.64m32-2图0.24*0.74*23.7=4.21m3垛0.37*0.12*0.8*6=0.213m33-3图0.24*0..99*130.1=30.91m3垛0.37*0.12*1.05*35=1.63m3垛0.5*0.12*1.05*4=0.252m3计：49.92m38C20砼压顶221.7*0.24*0.06=3.19m3m33.199砖砌垛0.37*0.37*1.54*59=12.44m3m313.980.5*0.5*1.54*4=1.54m3.计：13.9810小型砌体（0.49*0.49*0.06*2+0.62*0.62*0.12）*59=4.42m3m34.96（0.62*0.62*0.06*2+0.86*0.86*0.12）*4=0.54m3 工程量计算表建设单位工程名称三馆拆迁安置房小区围墙序号工程项目部位及计算单位工程量1人工挖基槽东(62.3+1.8)+(西72.2)=136.3米m376.33136.3*0.7深*0.8宽=76.33m32C10砼垫层136.3*0.7*0.1=9.54m3m39.543M7.5水泥砂浆砖基础围墙基础136.3*(0.5*0.12+0.37*0.12+0.24*0.36)=26.01m3m326.78垛基础24个*(0.62*0.12+0.5*0.12+0.37*0.36)*0.12=0.77砖围墙136.3*0.54*0.24+0.37*0.12*0.6*24=18.3m3m319东园弧围墙1.8*1.6*0.24=0.7m3计45.78m34M7.5水泥砂浆砌砖垛0.37*0.37*1.6*24=5.26m3m35.450.12*0.06*1.07*24=0.185m3计5.45m35C20钢筋砼压顶134.3*0.24*0.06=1.934m3m31.934φ8钢筋134.3*2*0.395+0.2*447*0.395=141Kg6墙面贴文化石134.5*2*0.62+(0.13*2*0.62*23+0.42*0.62*2)=171.01m2m2171.017砖垛贴三色砖0.42*4*1.6*24+1.07*0.06*2*24=67.6m2m267.68园弧围墙粉刷长1.8*高2.64*2=9.50m2m29.59北侧彩钢栏杆134.5-24*0.42=124.42mm124.4210西围墙110mm彩钢栏杆81.4mm81.411砌砖垛脚手架(0.37*4+3.6)*2.4*24=292.6m2m2292.612物业用房东西砖砌方井0.5*4*0.6*0.24*2座=0.576m3m30.57613井内粉刷0.5*4*0.6*2=2.4m2m22.414砖砌水表井500*900*600物业用房西侧m30.403(0.5+0.9)*2*0.6*0.24=0.403m315成品井盖安装500*500套216人工回填土m376.3317压顶模板134.3*0.1*2=26.86m2m226.86 工程量计算表建设单位：工程名称：碧琅•秀水苑3#楼入口坡道变更序号工程项目部位及计算单位工程量1土方开挖(6.2+0.3+0.83)*(4.4+0.3*2+0.83*2)*3.3=161.1m3m3161.12C10砼垫层4.6*7.535*0.1=3.47m3m33.473基板SBS卷材防水4.4*7.45=32.78m2m232.784C30抗渗砼满堂基础4.4*7.45*0.5=16.39m3m316.395钢板止水带6.75*2+3.15=16.65mm16.656C30砼剪力墙6.75*2*0.25*2.7+2.9*0.25*2.4=10.853m3m310.8537砼板墙外侧JS防水[(6.83+0.3)*2+3.4]*2.7=47.71m2m247.718内侧面水泥砂浆粉刷6.45*1.6/2*2=10.32m2m214.46.7*0.25*2+2.9*0.25=4.08m2计14.4m29坡道内填土东侧6.45*1.0*2.9=18.71m3m329.93西侧6.45*1.2/2*2.9=11.22m3计29.93m310地面夯实2.9*6.45=18.71m2m218.7111回填土161.1-(3.47+16.39+5.571*2.9*2.7)=97.61m2m297.6112C15砼斜坡2.9*6.45=18.71m2m218.711320厚1:2水泥砂浆蹉面m218.7114墙面乳胶漆m214.415砖砌明沟m2.916铸铁明沟盖板30厚规格450*500*30计6块块617工程签证入口处凿除钢筋砼元180018现浇构件钢筋φ12以内T1.2319现浇构件钢筋φ25以内T1.21 工程量计算表建设单位工程名称碧琅•秀水苑3#楼入口坡道变更序号工程项目部位及计算单位工程量20植筋φ12个7621植筋φ16个4422垫层模板(7.3*2+4.6)*0.1=1.92m2m21.9223砼底板模板(7.2*2+4.4)*0.5=9.4m2m29.424剪力墙模板(6.7+3.4+6.7+6.45*2+2.9)*2.7=88.02m2m288.0225满堂脚手架m248.826基坑排水m248.8 工程量计算表建设单位工程名称步康花苑围墙工程(2)序号工程项目部位及计算单位工程量14垛面贴小面砖0.4*4*1.6*80=204.8m2m2220.160.6*4*1.6*4=15.36m215小型贴面0.06*2*1.6*84=16.13m2m216.1316压顶粉刷垛顶0.4*0.4*80+0.6*0.6*4=14.24m2m215.45垛面凸出0.06*2*0.12*84=1.21m217砌垛脚手架(0.37*4+3.6)*2.2*80=894.08m2m2946.88(0.6*4+3.6)*4*2.2=52.8m218压顶模板520.28*0.1*2=104.06m2m2104.619东南角砖砌围墙2.2*2.9*0.25=1.53m3m31.5320围墙粉刷2.2*2.9*2=12.76m2m212.7621砌墙脚手架2.2*2.9=6.38m2m26.3822粉刷脚手架m26.3823砼柱内钢筋φ16;6*2.6*1.58*3=74Kgφ8;1.43*13*3*0.395=22Kg 工程量计算表建设单位工程名称步康花苑通信井及管道(1)序号工程项目部位及计算单位工程量1600*600*800井座8628/00*800*1000井座153交换电信箱座650*650*600座134电信交换箱底座1000*400*600座156支PVC波纹管3.9+3.0+11.5+28.1+11.5+6.6+6.7+12.0+14.7+5.6+16.8+m405.4*611.8+10.0+12.1+11.9+11.8+10.9+13.1+10.9+7.7+10.8+12.6+5.4+26.4+11.5+12.9+21.0+12.5+12.7+16.3+12.1+19.8+10.8=405.4m65支PVC波纹管20.8+42+11.5+19.4+8.7+13.3+16.2+11.0+11.5+14.1+12.6+m881.211.6+12.5+12.6+13.0+12.6+14.0+22.7+13.0+11.8+5.5+15.2+12.1+14.1+12.1+12.9+10.1+12.8+10.8+14.1+4.9+14.6+19.4+13.4+11.9+5.4+15.6+12.0+14.0+11.2+14.3+9.2+12.8+11.2++8.9+7.8+12.7+12.0+13.1+14.5+7.6+24.5+10.1+12.3+11.8+12.0+10.9+13.0+11.0+7.5+14.6+12.7+11.2+12.8+11.8+33.9=881.2m72支PVC波纹管至交换箱3.0*13=39mm164.134.0+14.4+18.3+19.2+9.6+29.6=125.1m8过路砼包管8.0+7.5+7.0+9.0+8.0+7.0+7.0+7.0+7.0+12.5+7.5=87.5mm87.59单元井挖土方(0.84+0.6)2*0.9*86=160.5m3m3160.510M5砖砌井0.84*4*0.8*86*0.12=27.74m3m331.380.84*0.84*0.06*86=3.64m311井壁粉刷(0.84*4*0.8-0.3*0.2*2)*2*86=442m2m2472.960.6*0.6*86=30.96m2 工程量计算表建设单位工程名称步康花苑通信井及管道(2)序号工程项目部位及计算单位工程量12井盖安装套8613回填土160.5-(0.84*0.84*0.8*86)=111.95m3m3111.9514余土外运m348.5515路边转角井挖土方(1.28+0.6)2*1.1*15=58.32m3m358.3216M5砖砌井1.04*4*1.0*0.24*15=14.98m3m316.451.28*1.28*0.06*15=1.47m317井壁粉刷(1.04*4*1.0-0.3*0.2*2)*2*15=121.2m2m2130.80.8*0.8*15=9.6m218井盖安装套1519回填土58.32-1.28*1.28*1.0*15=33.74m3m333.7420余土外运m324.5821交换箱挖土方1.05*1.05*0.4*13=5.73m3m35.7322砼垫层0.85*0.85*0.1*13=0.939m3m30.93923砖砌设备基础0.65*0.65*0.8*13=4.394m3m34.39424设备基础粉刷(0.65*4*0.6+0.65*0.65)*13=25.77m2m225.7725回填土5.73-0.65*0.65*0.4*13=3.53m3m33.5326余土外运m32.2 27电信交换箱设备基础挖土方0.8*1.4*0.4=0.448m3m30.44828砼垫层0.6*1.2*0.1=0.072m3m30.072工程量计算表建设单位工程名称步康花苑通信井及管道(3)序号工程项目部位及计算单位工程量29砖砌设备基础1.0*0.4*0.9=0.36m3m30.3630设备基础粉刷(1+0.4)*2*0.7+1.0*0.4=2.36m2m22.3631回填土m30.448326支管道挖土方0.8*0.8*405.4=259.46m3m3259.4633回填土方259.46-0.062*3.14*405.4*6=231.96m3m3231.9634余土外运m327.5355支管道挖土方0.8*0.8*881.2=563.97m3m3563.9736回填土方563.97-0.062*3.14*881.2*5=514.16m3m3514.1637余土外运m349.81382支管道挖土方0.6*0.8*164.1=78.77m3m378.7739回填土方78.77-0.062*3.14*164.1*2=75.06m375.0640余土外运m33.7141800*800井圈抬高300mm计4座草坪抬高m31.21.04*4*0.3*0.24*4=1.2m342井壁粉刷1.04*4*0.3*2*4=4.99m2m24.99 工程量计算表建设单位工程名称:步康花苑入户明沟序号工程项目部位及计算单位工程量1砖砌明沟1.9*24=45.6mm45.62盖板角铁框制作L50*5角铁(1.9+0.4)*2*24*3.77=416.2KgKg4163盖板角铁框安装Kg4164铁件刷防锈漆Kg4165明沟盖板安装1.9*0.4*0.04*24=0.73m3m30.73 工程量计算表建设单位工程名称步康花苑二、三期雨水主管道序号工程项目部位及计算单位工程量1φ500PVC波纹管二期;6.3+7.0+26.1+27=66.4mm135.7三期;3.0+11.3+21.4+33.6=69.3m2φ400PVC波纹管二期;13.3+12.3+19.2+25.9+10.3+25.9=106.9mm182.3三期;20.7+23+31.7=75.4m3φ300PVC波纹管二期;28.1+8.0+21.7+9.8+9.8+12.5+17.0+23.0+19.7+m623.720.5+2.5+15.8+17.3+13.4+15.1+12.8=247m三期;15.6+12.2+15.7+16.3+12.4+12.2+16.4+14.1+25.9+20.8+20.7+13.2+27.6=376.7m4φ250PVC波纹管二期;31.4+14.2*2+13.0+13.4+12.1+17+7.9+12.3m135.5=135.5m5φ700管井φ500管井计9座井深2.204米座9φ400管井计10座井深1.92米座10φ300管井计35座井深1.834米座35φ250管井计9座井深1.82米座96φ160屋面雨水PVC管11#楼北从西13.8+3.6+3.0+7.7+6.0+12.5+3.0+7.7+m2608.26.0+9.7+1.5+4.4+4.7+5.7+1.5+8.9+6.3+10.8+10.0+5.1+4.6=136.5m11#楼南6.5+69.0+6.6+15+1.8+6.5+5.5+6.7+5.5+6.6+11.4+1.2+2.7+8.9+1.1=100.1m门面房东侧3.8+10.1+2.6+12.7+2.3=31.5m门面房西侧11.3m12#楼北6.0+4.2+2.3+3.4+5.0+3.5+2.3+4.1+6.3+6.0+1.1=44.2m12#楼南3.6+4.3+0.5+0.5+3.4+6.3+4.3+3.7=26.6m13#楼北11.3+2.4+3.1+2.4+3.1+11.3+2.5+2.4+3.6+11.3+2.3+3.6+14.0=73.3m13#楼南6.8+5.2+5.5+3.1+5.3+6.7+6.1+4.1=42.8m14#楼北2.6+11.9+8.7+7.6+9.9+6.5+2.5+6.3+7.4+6.8+2.4+5.0+15.1+2.4+9.2+4.3+4.3+1.5+4.1+1.5+2.0+ 3.5+0.5=126m14#楼南6.7+5.5+6.9+5.6+7.0+7.1+2.0+6.7+5.5+6.9+5.3+6.7+5.6=77.5m1工程量计算表建设单位工程名称步康花苑二、三期雨水主管道序号工程项目部位及计算单位工程量物业房东6.8+2.0+11.8+2.5=23.1m小电房北6.3+6.0+7.5+1.2+2.6=23.6m19#楼北8.9+6.2+7.2+5.0+9.0+3.7+4.3+7.2+5.1+7.7+4.9+7.3+5.1+4.5+10.1+4.2+2.7+7.3=110.4m19#楼南5.7+2.1+2.0+6.7+5.7+12.7+2.0+6.3+5.7+1.0+6.1+5.7+5.0+4.9+6.0+2.0+6.4+2.0+9.0+5.7+1.0+1.7+10.6+4.0=120m16#楼北5.6+7.2+6.0+7.5+5.6+6.2+7.1+5.6+5.0+7.2+5.9+10.8+4.7+5.6+7.2+4.3+8.4=109.9m16#楼南7.2+6.0+6.7+5.9+6.4+1.2+6.1+6.7+5.8+6.1+1.0+9.2+6.4+1.0+1.0=82.9m15#楼北7.6+7.2+6.2+4.3+6.9+6.2+4.3+2.3+5.2+5.3+4.3+6.8+6.0+4.3+9.4=86.3m15#楼南7.3+6.3+7.6+6.3+7.7+6.3+6.9+6.0+7.5+7.0=68.9m变电房9.7+1.5+10.3+6.0+7.0+1.5=36m21#楼北2.6+11.3+5.1+6.3+5.0+6.8+4.9+6.8+5.1+6.7+5.1+7.4+6.2+4.7+3.8=87.8m21#楼南2.8+8.6+3.0+9.7+5.7+3.0+1.0+5.6+1.0+3.7+5.8+7.5+2.5+3.6+5.9+6.9+2.3+4.0+5.6+3.9+6.1+2.8+1.0+5.6+3.6+5.9+6.2+2.8+4.4+7.6+3.2=141.3m20#楼北3.2+2.0+2.6+3.7+2.3+3.2+3.3+7.8+6.5+6.3+2.8+6.7+6.9+3.2+7.8+7.5+2.6+6.5+9.3+3.2+3.1+7.2+2.5+2.6+6.4+8.3+5.4=132.9m20#楼南6.9+4.9+7.4+5.3+1.7+8.3+5.3+6.4+5.6+6.3+8.3+1.7+6.2+5.2+7.1+8.8+1.6=97m18#楼北6.6+5.0+6.4+6.9+1.8=26.7m18#楼南10.7+1.0+5.5+10.2+3.2+6.0+4.3+6.7+3.0=50.6m17#楼北4.0+8.7+6.4+5.7+1.1+6.5+5.8+1.5+1.5=41.2m17#楼南6.7+5.2+6.3+5.3+6.8+8.1+1.2+1.7+3.8=45.1m22#楼北11.0+5.2+6.3+5.2+6.7+5.1+6.2+5.2+6.6+6.0+8.9=72.4m 22#楼南3.9+1.0+5.6+7.2+2.1+4.0+4.6+3.6+4.0+5.6+8.6+0.8+4.0+5.3+8.7+1.2+4.0=74.2m23#楼北4.0+10.6+7.6+10.2+9.9+8.2=50.4m23#楼南6.7+3.6+6.7+4.2+6.6+8.0+0.5+6.5+3.8+6.6+2.8+5.2+7.1+7.0+11.1+9.5=95.9m2工程量计算表建设单位工程名称步康花苑二、三期雨水主管道序号工程项目部位及计算单位工程量24#楼北1.5+5.9+9.6+4.0+6.6+8.8+8.9+7.4+6.8+10.7+4.3+3.4=77.9m24#楼南6.8+6.1+8.7+1.5+6.1+6.5+5.9+6.7+8.8+1.5+8.8+8.2+12.9=88.5m25#楼北5.7+8.8+6.8+7.3+1.5+9.0+6.8+7.0+5.7=58.6m25#楼南7.2+5.5+4.9+0.5+5.7+6.7+5.6+7.1+6.1=49.3m26#楼北3.8+1.9+4.1+7.3+7.5+6.7+7.4+11.7+9.2+9.8+1.5+11.5+2.1+11.4=95.9m26#楼南11.4+2.6+7.0+4.1+6.9+4.2+7.0+7.1+3.9+7.0+2.4=63.6m合计:2680.2m7φ250屋面雨水PVC管14#楼东20.4mm20.48挖150管沟土方0.6*0.7*2680.2=1125.68m3m31510.8井位345*1.34*1.19*0.7=385.1m39挖250管沟土方0.7*0.6*20.4=8.57m3m38.5710回填土方1510.8-(0.59*0.74*0.6*345)-0.0852*3.14*2680.2=1359.62m3m31367.028.57-0.1352*3.14*20.4=7.4m311余土外运1510.8+8.57-1367.02=152.4m3m3152.412500管沟开挖土方3.0m以内二期m3623.06(1.3+2.463*0.33)*2.463*(6.3+7.0+26.1)=205.03m3(1.3+2.386*0.33)*2.386*27=134.5m3三期(1.3+1.988*0.33)*1.988*(3.0+11.3)=55.6m3(1.3+1.9775*0.33)*1.9775*21.4=82.63m3(1.3+1.95*0.33)*1.95*33.6=127.34m3井位9*1.77*(1.77-1.3)*2.4=17.96m3计623.06m3 13土方回填623.06-1.17*1.17*2.2*9-0.2752*3.14*135.7=563.73m3m3563.7314余土外运623.06-563.73=59.33m3m359.333工程量计算表建设单位工程名称步康花苑二、三期雨水主管道序号工程项目部位及计算单位工程量15400管沟开挖土方3.0m以内二期m3458.4(1.0+2.024*0.33)*2.024*13.3=44.9m3(1.0+2.011*0.33)*2.011*12.3=41.55m3(1.0+1.996*0.33)*1.996*19.2=63.6m3(1.0+1.892*0.33)*1.892*25.9=79.6m3(1.0+1.792*0.33)*1.792*10.3=29.4m3(1.0+1.774*0.33)*1.774*25.9=72.84m3三期(1.0+1.917*0.33)*1.917*31.7=99.21m3井位10*1.77*(1.77-1.0)*2.0=27.3m3计458.4m316400管沟开挖土方1.5m以内1.0*1.34*20.2=27.07m3m354.431.0*1.32*23=30.36m317回填土方(458.4+54.43)-10*1.17*(1.17-1.0)*1.915-0.2252*3.14*m3483.47182.3=483.47m318余土外运458.4+54.43-483.47=29.36m329.3619300管沟开挖土方3.0m以内二期工程m31524.06(0.8+2.106*0.33)*2.106*28.1=88.47m3(0.8+2.088*0.33)*2.088*8=24.87m3(0.8+2.006*0.33)*2.006*21.7=63.64m3(0.8+1.82*0.33)*1.82*9.8*2=50m3(0.8+1.799*0.33)*1.799*12.5=31.34m3(0.8+1.816*0.33)*1.816*17=43.2m3(0.8+1.797*0.33)*1.797*23=57.57m3(0.8+1.765*0.33)*1.765*(19.7+2.5)=98.1m3(0.8+1.732*0.33)*1.732*(17.3+13.4+15.1+12.8)=139.2m3三期工程 (0.8+1.621*0.33)*1.621*(16.3+12.4+12.2+16.4)=124m3(0.8+1.794*0.33)*1.794*(14.1+27.6+24)=164m3(0.8+1.848*0.33)*1.848*(23+24.5)=124m3(0.8+1.862*0.33)*1.862*(22.1+11.8)=89.3m3(0.8+1.71*0.33)*1.71*(20.6+25.9)=108.5m34工程量计算表建设单位工程名称步康花苑二、三期雨水主管道序号工程项目部位及计算单位工程量(0.8+1.88*0.33)*1.88*20.8=55.54m3(0.8+1.749*0.33)*1.749*20.7=49.86m3(0.8+1.749*0.33)*1.749*(13.2+27.6)=98.27m3井位35*1.77*(1.77-0.8)*1.9=114.2m3计:1524.06m320300管沟开挖土方1.5m以内二期工程0.8*1.41*(2.5+15.8)=20.64m3m365.39三期工程0.8*1.286*(15.6+12.2+15.1)=44.75m321回填土方(1524.06+65.39)-35*1.17*(1.17-0.8)*1.834-0.1652*m31508.453.14*623.7=1508.34m31589.45-1508.45=81m3m38122250管沟开挖土方3.0m以内二期工程m3246.76(0.7+1.969*0.33)*1.969*31.4=83.45m3(0.7+1.992*0.33)*1.992*(13.4+12.1)=68.95m3(0.7+1.98*0.33)*1.98*17=45.56m3(0.7+1.688*0.33)*1.688*7.9=16.76m3井位9*1.77*(1.77-0.7)*1.88=32.04m3计:246.76m323250管沟开挖土方1.5m以内0.7*1.109*(14.2*2+13)=32.14m3m343.240.7*1.29*12.3=11.1m324回填土方246.76+43.24-9*1.17*(1.17-0.7)*1.88-0.1352*3.14*m3281.26135.5=281.26m325余土外运246.76+43.24-281.26=8.74m3m38.74 5工程量计算表建设单位工程名称步康花苑屋面雨水井及路边井序号工程项目部位及计算单位工程量1屋面落水井350*500*60011#楼29座21#楼30座门面东3座20#楼35座物业2座18#楼10座12#楼15座17#楼12座13#楼14座22#楼20座14#楼26座23#楼15座15#楼21座24#楼18座16#楼24座25#楼15座小电房4座26#楼24座配电房4座19#楼24座计:345座2M5砖砌井[(0.35+0.12)+(0.5+0.12)]*2*0.5*0.12*345=45.13m3m345.133C10砼垫层0.79*0.94*0.06*345=15.37m3m315.374井壁粉刷(0.35+0.5+0.59+0.74)*2*0.5*2*345=752.1m2m2734.440.16*0.16*2*345=--17.66m25成品盖安装套3451路边雨水井400*600*700座1162M5砖砌井(0.52+0.72)*2*0.65*0.12*116=22.44m3m322.443C10砼垫层0.84*1.04*0.06*116=6.08m3m36.084井壁粉刷(0.52+0.72)*2*0.6*116*2=345.22m2m2339.280.16*0.16*2*116=--5.94m25成品盖安装套116 1工程量计算表建设单位工程名称步康花苑屋面雨水井及路边井序号工程项目部位及计算单位工程量1二期西路面雨水井700*500*700座62C10砼垫层1.14*0.94*0.1*6=0.64m3m30.643M5砖砌井(0.62+0.82)*2*0.7*0.12*6=1.45m3m31.454井壁粉刷(0.62+0.82)*2*0.7*6*2=24.2m2m224.25成品井盖安装套6 工程量计算表建设单位工程名称步康花苑污水井及管道序号工程项目部位及计算单位工程量1φ250PVC波纹管二期工程m965.111#楼9.0+15+13+26+4.3+4.3=71.6m12#楼15*2+3.5=33.5m13#楼15*2+3.5=33.5m14#楼18*2+3.5+12+18+4.3=73.8m15#楼6.0+2.0+12+18+12.5*2=83m16#楼16*2+16+18+4+3.5=73.5m19#楼15+18+10+24+3.5*2=74m三期工程21#楼21+17+20+18+3.0*2=82m22#楼14+12*2+14+2.5*2=57m20#楼30+7+14+24+3.5*2=82m23#楼11+13+11*2+10.3+11.5=67.8m18#楼16*2+3.0=35m17#楼14+17+7.5=38.5m24#楼22*2+3.0=47m25#楼22*2+7.5=51.5m26#楼23+4+4.2+11+15+4.2=61.4m计:965.1m2φ300PVC波纹管二期工程m890.710.5+10+34+24.6+24+34+2.1+24.2+9.2+22.2+23.4+28.5+34.6+7.9+28+15.6+10.2+19.9+17.7+67.5+15.7=463.8m三期工程20.4+13.1+9.3+21.4+12.3+2.5+25.1=104.1m21#楼28+40=68m22#楼17+28=45m20#楼33.8+24.8=58.6m23#楼15.2+9.9+16.2=41.3m18#楼20.1m17#楼29.3m24#楼31.9m25#楼28.6m计:890.7m3φ25.1+8.3+10.7=44.1mm44.1 400PVC波纹管47#化粪池座26工程量计算表建设单位工程名称步康花苑污水井及管道序号工程项目部位及计算单位工程量5500*500检查井二期工程座29911#楼19座；12#楼10座；13#楼10座；14#楼21座；15#楼21座；16#楼24座19#楼25座三期工程21#楼27座；22#楼24座；20#楼27座23#楼14座；18#楼13座；17#楼12座24#楼17座；25#楼17座；26#楼18座计：299座6φ700污水井用于300管39座座397φ700污水井用于400管座58φ150波纹管11#楼10处*3.5=35mm537.612#楼6处*3.5=21m13#楼6处*3.5=21m14#楼12处*3.5=42m15#楼10处*3.5=35m16#楼12处*3.5=42m19#楼12处*2.5=30m21#楼14处*2.5=35m22#楼10处*4=40m20#楼14处*3.5=49m23#楼10处*4.5=45m24#楼8处*4.2=33.6m18#楼6处*2.5=15m17#楼6处*4=24m25#楼8处*3.5=28m26#楼12处*3.5=42m计:537.6m 工程量计算表建设单位工程名称序号工程项目部位及计算单位工程量 工程量计算表建设单位工程名称序号工程项目部位及计算单位工程量 工程量计算表建设单位工程名称序号工程项目部位及计算单位工程量 工程量计算表建设单位工程名称序号工程项目部位及计算单位工程量 工程量计算表建设单位工程名称序号工程项目部位及计算单位工程量 工程量计算表建设单位工程名称序号工程项目部位及计算单位工程量 '