工程量计算表样板.docx

1、工程量计算表样板工程量计算表 年 月 日 第 页序号工程分项名称数量计 算 公 式1平整场地394.75M2S平30.18*13.08=394.75M22机械挖土自卸车运土1663.99M3V挖（39.7+0.6+0.9*3.6+0.71*20）*(12.6+0.6+0.71*2+3.6*0.29)*3.6+1/3*0.292*3.63*0.9=1663.99M33人工挖土方184.89M3V人挖（39.7+0.6+0.9*3.6+0.71*20）*(12.6+0.6+0.71*2+3.6*0.29)*3.6+1/3*0.292*3.63*0.1=184.89 M34人工双轮车运土184.89

2、M3工程量同序号35基地钎探436.30 M2S钎探(29.7+0.71*2)*(12.6+0.71*2)= 436.30 M26原土打夯436.30 M2工程量同序号57C15砼条形基础73.32M3V基础【（5.4-0.59-0.5）*8+（5.1-0.59-0.5）*6】*0.3*1.3+(29.7-0.59*2)*2*1*0.3+85.08*0.3*1.3+93-0.65*2）*0.4*0.3=73.32 M38C20现浇混凝土柱（0.00以下）11.23 M3VGZ1（0.365*0.24+0.03*0.24）*3.9*4=1.59 M3VGZ2（0.365*0.24+0.03*0.

3、24*3）*3.9*20=8.52 M3VGZ3（0.24*0.24+0.03*0.24*2）*3.9*4=1.12 M39C20砼现浇地圈梁10.75 M3V外墙地圈梁（85.08-0.24*18）*0.365*0.18=5.31 M3V墙地圈梁(70.44+58.92-0.365*8-0.24*2)*0.24*0.18=5.44 M3V总5.31+5.44=10.75 M310M5水泥砂浆砖基础239.31 M3砖毛体积V2-20.365*3.9+0.007875*3*(3+1)*85.08=127.81 M3V1-10.24*3.9+0.007875*4*(4+1)*70.44=74.8

4、1 M3V1-10.24*3.9+0.007875*2*(2+1)-1*58.92=57.47 M3V楼梯基础墙(1.48-0.12)*(3.9-0.22)*0.24=1.2 M3应扣除:0.00以下构造柱体积:11.23 M3地圈梁体积:10.75 M311装载机装土,自卸车回运土1663.99 M3工程量同序号212人工双轮车回运土184,89 M3工程量同序号313亏土运100.07 M3V1848.88-(1551.66+143.08)*1.15=-100.07 M314基础回填1551.66 M3V基槽回填1848.88-73.32-223.9=1551.66 M315房心回填土14

5、3.08 M3 V房心回填 (29.7-0.12*2)*(12.6-0.12*2)-(70.44+58.92+1.36)*0.24*(0.6-0.1-0.05-0.02)=143.08 M316M5混合砂浆砌1砖以上外墙310.59 M3V外墙砖工程量310.59 M3V外墙净体积471.09-101.41-28.25-15.69-14.43-0.72=310.59 M3V毛体积85.08*15.17*0.365=471.09 M3应扣除:(1)外墙门窗洞口:101.41 M3(1)V洞口(1.8*1.8*17+1.8*1.5*72+1.5*1.5*9+2.7*1.5*2)*0.365=101

6、.41 M3(2)外墙构造柱体积:V丁字处(12处) (0.365*0.24+0.03*0.24*3)*15.17*12=19.88 M3V转角处(4处) (0.365*0.24+0.03*0.24*2)*15.17*4=6.19 M3V一字处(2处) (0.24*0.24+0.03*0.24*3)*15.17*2=2.18 M3(3)外墙圈梁体积:15.69 M3V240*150QL(29.7+12.6)*2-0.365*16-0.24*2*0.24*0.15*4=11.27 M3V365*150QL(85.08-0.24*18)*0.365*0.15=4.42 M3(3)外墙过梁体积:14

7、.43 M3V过梁(1.8+0.25*2)*(72+17)*0.365*0.18+(1.5+0.25*2)*9*0.365*0.15=14.43 M3(4)外墙雨蓬体积;0.72 M3V雨蓬梁2.7*0.4*0.365+(2.7-0.24*2)*0.365*0.4=0.72 M317M5混合沙浆砌一砖墙359.67 M3V净体积470.97-46.86-15.21-22.07-3.63-2.34-10.15-11.19=359.67 M3V毛体积(70.44+58.92)*15.17*0.24=470.92 M3应扣除;(1)墙门窗洞口体积：22.07 M3V墙门洞【（1*2.7*13）+(1

8、*2.4*56)+（0.9*2.4*8）+（0.9*2.7*2）+(1.2*0.6*5)】*0.24=46.86 M3(2)墙构造柱体积：15.21 M3V丁字处(6处) (0.365*0.24+0.03*0.24*3)*15.17*6=9.94 M3V一字处(2处) (0.24*0.24+0.03*0.24*2)*15.17*2=2.18 M3V转角处(2处) (0.365*0.24+0.03*0.24*2)*15.17*2=3.09M3(3)墙圈梁体积:22.07 V-(70.44+58.92)-(3-0.12*2)-(0.365*8+0.24*2)*0.24*0.15*5-(3.3-0.

9、12*2)*0.15*0.24=22.07 M3(4)墙预制过梁体积;3.63 M3V墙过梁(1+0.25*2)*(13+56)+(0.9+0.25*2)*(8+2)+(1.2+0.25*2)*5*0.24*0.12=3.63 M3(5)首层门洞体积:2.34 M3V首层门洞(3.3-0.12*2)*(3.3-0.12)*0.24=2.34 M3(6)楼梯空圈体积:10.05 M3V空圈(3-0.12*2)*15.17*0.24=10.05 M3(7)墙板头体积;11.19 M3V板头(70.44+58.92)-(3-0.12*2)*0.12*0.24-(29.7-0.12*2)*0.12*0

10、.24*4=11.19 M318M7.5混合沙浆砌女儿墙24.13 M3V女儿墙(29.7+12.6+0.12*2*2)*1.26*0.24*2-(0.24*0.24+0.03*0.24*2)*0.24*1.26=24.13 M319M7.5水泥沙浆砌1/2墙2.53M3V1/2墙1.5*15.17*0.115-0.12*1.5*0.115*4=2.53 M320M7.5水泥沙浆砌小便槽挡墙1.17 M3V小便池挡墙1.2*0.115*1.7*5=1.17 M321M7.5水泥沙浆砌水槽腿1.44 M3V水槽腿(0.5*0.115*0.55+0.5*0.115*0.45)*5*5=1.44 M

11、322M7.5水泥沙浆砌厕所蹲台2.93M3V厕所蹲台0.15*3*1.3*5=2.93M323清水墙外墙加浆钩缝1:11204.36M2S钩缝(17.1-1.7-1.6+0.06*2)*(29.7+0.48+12.6+0.48)*2=1204.36 M3241:3水泥沙浆防潮层62.10M2S防潮层85.08*0.365+(70.44+58.92)*0.24=62.10 M225C20钢筋砼柱43.46 M3V外墙柱15.17*(0.365*0.24+0.03*0.24*3)*12+(0.365*0.24+0.03*0.24*2)*4+(0.242+0.03*0.24*2)*2=28.25

12、M3V墙柱 15.17*(0.365*0.24+0.03*0.24*3)*6+(0.242+0.03*0.24*2)*2+(0.365*0.24+0.03*0.24*2)*2=15.21 M326C20现浇砼柱(女儿墙)1.74 M3V1.26*0.242*24=1.74M327C20砼现浇单梁6.08M3V单梁(5.1-0.12*2)*0.25*0.5*10=6.08M328C20现浇钢筋砼圈梁37.58M3V圈梁体积4.42+11.28+22.17-0.11-0.18=37.58M3V五层圈梁(85.08-0.24*18)*0.365*0.15=4.42M3V1-4层外圈梁体积(29.7+

13、12.6)*2-0.365*16-0.24*2*0.24*0.15*4=11.28M3V1-5层圈梁体积(70.44+58.92)-(3-0.12*2)-(0.365*8+0.24*2)*0.24*0.15*5=22.17 M3V应扣除首层门厅0.11M3,雨蓬梁体积0.18M3V门厅(3.3-0.24)*0.2*0.35+(3-0.24)*0.2*0.35*5=1.18M3V雨蓬梁(2.7*2-0.24*2)*0.24*0.15=0.18M329C20现浇钢筋砼过梁1.18M3V现浇过梁(3.3-0.24)*0.2*0.35+(3-0.24)*0.2*0.35*5=1.18M330C20砼雨

14、蓬梁0.86M3V雨蓬梁(2.7*2-0.24*2)*0.48*0.365=0.86M331C20砼平板16.89M3V平板(3.6+3.3)*5.1*0.12*4=16.89M332C20砼带15.44M3V1-4层现浇带0.36*29.7+(29.7-9.9)*0.36*0.12*4+2.1*(0.36*4+0.58+0.53+0.4)*0.12*4=12.01M3V五层现浇带0.36*29.7*2*0.12+(0.36*4+0.58+0.53+0.4+0.48)*0.12*2.1=3.43M3V现浇带总12.01+3.43=15.44M333C20砼现浇楼层平台0.67M3V楼层平台0.

15、7*0.08*3*4=0.67M334C20现浇砼雨篷0.57M3V雨篷(0.08+0.12)/2*2.7*1+(2.7-0.03*2+91-0.03)*2*0.05*0.06*2=0.57M335C20现浇钢筋砼楼梯48M2S楼梯(3-0.12*2)*(2.7+1.4+0.2)*4+(1.45-0.12)*(0.3*2-0.2)=48M236C20现浇砼女儿墙压顶1.85M3V压顶2*(29.7+0.12*2+12.6+0.12*2)*0.06*0.36=1.85M337C15现浇碎石砼台阶13.68M2S台阶(1.9*4.3-0.7*1.9)*2=13.68M238C15现浇碎石砼梯带0.

16、16M3V梯带0.7*1.9*0.06*2=0.16M339C20预制碎石砼过梁制安17.86M3V外墙0.115*0.18*2.3*3*89+0.115*0.15*2*3*9+0.062*2.3*89=14.38M340预制过梁场运输17.86M3工程量同序号3941C30予应力空心板105.01M3V空心板总18.95+77.44+6.5+0.77+0.19+0.93+0.23=105.01M3VYB2.12.1*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*105=18.95M3VYB3.3.13.3*(1.18+1.16)*0.12/2-(0.076/

17、2)2*3.1416*12*273=77.44M3VYB3.3(1)3.3*(0.88+0.86)*0.12/2-(0.076/2)2*3.1416*9*31=6.50M3VYB3.13*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*3=0.77M3VYB3.(1)3*(0.88+0.86)*0.12/2-(0.076/2)2*3.1416*9*1=0.19M3VYB36.13.6*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*3=0.93M3VYB36(1)3.6*(0.88+0.86)*0.12/2-(0.076/2)2*

18、3.1416*9*1=0.23M342C20砼小便池制安1.39 M3V预制小便池(3*0.55*0.25-2.55*0.35*0.15)*5=1.39 M343C20砼小便池场运输1.39 M3工程量同序号4244C20预制盥洗池制安3.47 M3V盥洗池(0.5*4.5*0.5-0.4*0.45*4.4+0.6*0.5*4.5-0.5*0.45*4.4)*5=3.47 M345C20预制盥洗池场运输3.47 M3工程量同序号4446预制水磨石隔板制安1.91 M3V隔板(1.25*3+0.3*2+0.15)*5*0.05*1.7=1.91 M347预制水磨石隔板场运输1.91 M3工程量同

19、序号4648成品水磨石拖布池购运5个49成品拖布池安装0.17 M3V(0.62*0.45-0.552*0.425)*5=0.17 M350现浇基础梁钢筋121295.056201.O6纵筋12:L纵筋(85.08*6)+(54.6*0.012*8*6)+(0.36/2)+15*0.012*12*4+(29.7+0.12)*2*6+(5.4+0.06)*8*6+(5.1+0.06)*6*6+(0.36/2)+15*0.012*32*6=1457.6MG纵筋1457.6*122*0.00617=1295.05KG箍筋6300L箍筋单(0.36+0.2)*2+2*0.006*10=1.24MN85

20、.08/0.3+(5,4-0.3)/0.3+1*8+(5,1-0.3)/0.3+1*6+(29.7-0.24)/0.3+1*2=730个G箍筋总6*6*0.00617*730*1.24=201.06KG51现浇构造柱钢筋123258.23651.8纵筋12: L单纵筋(15.17+4.2-0.1-0.025+0.2*2+54.6*0.012*5)=22.92MN6*24+4*4=160根G纵筋总22.92*160*122*0.00617=3258.23KG6250L360柱单(0.365+0.24)*2+0.006*10*2-0.03*8=1.09MN360根数(15.17+4.2-0.3-0

21、.025)/0.25+2*24=1896个L240柱单(0.24+0.24)*2+0.006*10*2-0.03*8=0.84MN240根数(15.17+4.2-0.3-0.025)/0.25+2*4=316个G箍筋总(1.09*1896+0.84*316)* 6*6*0.00617=518KG52女儿墙构造柱钢筋12156.09649.26纵筋12: L单纵筋1.2=0.12+0.15-0.025-0.015+0.2*2=1.83MN根数4*24=96根G纵筋总1.83*96*122*0.00617=156.09KG6150L单0.24*4+0.006*10*2=0.84MN根(1.2+0.

22、12-0.015)/0.15+2824=264个G箍筋总0.84*264* 6*6*0.00617=49.26KG53现浇单梁钢筋22851.0420-201.0614257.731238.386143.71041.52L1422L单5.1+0.12*2-0.025*2+15*0.022*2=5.95ML总5.95*4=23.8MG总222*0.00617*23.8=710.73KG214L单5.1+0.12*2-0.025*2+15*0.014*2=5.71ML总5.71*2=11.42MG总142*0.00617*11.42=138.1KG6200L单(0.25+0.5)*2+0.006*

23、10*2-0.025*8=1.42MN根(5.1-0.12*2)/0.2+1=26根G箍筋总(1.42*26)* 6*6*0.00617=82.01KGL2钢筋320L单(3.3+0.12*2-0.025*2+15*0.020*2=4.09ML总4.09*3=12.27MG总202*0.00617*12.27=152.93KG212L单(3.3+0.12*2-0.025*2+15*0.012*2=3.85ML总3.85*2=7.7MG总122*0.00617*7.7=6.84KG6200L单(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN根(3.3-0.12*2)/

24、0.2+1=17根G箍筋总(1.02*17)* 6*6*0.00617=3.85KGL3212L单(3+0.12*2-0.025*2)+15*0.012*2=3.55ML总3.55*2=7.1MG总122*0.00617*7.1*5=31.54KG320L单(3+0.12*2-0.025*2)+15*0.02*2=3.79ML总3.79*3=11.37MG总222*0.00617*11.37*5=140.31KG6200L单(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN根(3-0.12*2)/0.2+1=15根G箍筋总(1.02*15)*5* 6*6*0.0061

25、7=16.99KG首层TL410L单(1.48+0.12-0.025*2)+15*0.01*2+0.01*10*2=2.05ML总2.05*4=8.2MG总102*0.00617*8.2=5.06KG箍筋6200L单(0.2+0.24)*2+0.006*10*2-0.025*8=0.8MN根(1.48-0.12)/0.2+1=8根G箍筋总(0.8*8)* 6*6*0.00617=1.42KG标准跑TL210L单(3+0.12*2-0.025*2)+15*0.01*2+0.01*10*2=3.69ML总3.69*2=7.38MG总102*0.00617*7.38*8=36.46KG314L单(3

26、+0.12*2-0.025*2)+15*0.014*2=3.61ML总3.61*3=10.83MG总142*0.00617*10.83*8=104.78KG箍筋6200L单(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN根(3-0.12*2)/0.2+1=15根G箍筋总(1.02*15)*8* 6*6*0.00617=27.19KG54现浇雨蓬梁钢筋1414.85KG2048.13KG612.24KG214L单2.7-0.025*2+15*0.014*2=3.07 ML总3.07*2*2=12.28MG总142*0.00617*12.28=14.85KG320L单2

27、.7-0.025*2+15*0.02*2=3.25 ML总3.25*3*2=19.5MG总202*0.00617*19.5=48.13KG6150L单(0.4+0.365)*2+0.006*10*2-0.025*8=1.45MN根(2.7-0.025*2)/0.15+1*2=38根G箍筋总(1.45*38) * 6*6*0.00617=12.24KG55现浇雨蓬钢筋1279.11KG67.54KG12100L单1+0.365-0.025-0.015+0.05+0.06-0.015*2+15*0.012=1.59MN根2.7/0.1+1=28根L总1.59*28=44.52MG总122*0.00

28、617*44.52=79.11KG6200L单2.7-0.015*2+0.05*2+0.06-0.015*2*2+10*0.006*2=2.83MN根1/0.2+1=6根L总2.83*6=16.98MG总62*0.00617*16.98=7.54KG56现浇板带钢筋102233.16396.96360宽板带10100L总(39.7-0.015*2+10*0.01*2)*10*6=(29.7-3-3.3-3.6)-0.015*4+10*0.01*4*10*4+(2.1-0.015*2+0.01*10*2)810*20=3051.80MG总102*0.00617*3051.8=1882.96KG6L单0.36-0.015*2+(0.12-0.015)*2+(0.36-0.015*2+0.006*10*2)=0.99MN根(29.7/0.15+1)*6+(29.7-3-3.3-3.60+2)*4+(2.1/0.2+1)*485 =1544根L总0.99*1544=1528.56MG总62*0.00617*1528.56=339.52KG580宽板带10100L总(2.1-0.015*2+10*0.01*2)*14*5=158.9MG总102*0.00617*158.9=98.04KG6200L单0.58-0.0