预算表格室外给排水土方工程量自动计算表

序号定额编号分部分项工程名称单位数量一、雨水系统16-607雨水检查井φ1.0米H=2.0米座2826-1457木制井字架座2836-712单鼻雨水口座3946-492管道闭水试验KM0.7255DN300UPVC双壁波纹管橡胶圈连接222.06DN400PE双壁波纹管橡胶圈连接179.07DN500PE双壁波纹管橡胶圈连接115.08DN600PE双壁波纹管橡胶圈连接125.09DN700PE中空壁缠绕管热熔连接84.010粗砂垫层厚0.35米378.611管沟填粗砂碎石687.3121-12管沟挖土1892.4131-59管沟填土826.5141-260余土外运+1-277*51065.9管道位置管道长度管道数量起点深度终点深度平均深度管沟底宽三类土放坡25%管沟顶宽编号FGHIJKLM计算公式填写填写填写填写J=（H+I）/2K=管径+0.4*2M=J*L*2+K4#厂房北侧雨井1-6114.01.001.001.751.381.200.302.034#厂房东侧雨井7-1068.01.001.271.741.511.300.302.205#厂房北侧雨井10-15125.01.001.741.841.791.600.302.675#厂房西侧雨井16-1962.01.001.001.741.371.700.302.525#厂房东侧雨井20-2238.01.001.200.961.081.200.301.855#厂房南侧雨井22-Y03159.01.000.961.931.451.500.302.374#厂房北侧雨水口-雨水井8.01.001.001.301.151.200.301.894#5#厂房东侧雨水口-雨水井12.01.001.001.301.151.200.301.894#5#厂房东侧雨水口-雨水井24.01.001.001.301.151.200.301.89厂房室外雨水、污水、道路工程量计算书5#厂房北侧雨水口-雨水井57.01.001.001.301.151.200.301.894#5#厂房西侧雨水口-雨水井27.01.001.001.301.151.200.301.894#厂房西侧雨水口-雨水井31.01.001.001.751.381.200.302.03二、污水系统156-607污水检查井φ1.0米H=2.0米座24166-1457木制井字架座24176-492管道闭水试验KM396.218DN200UPVC双壁波纹管302.119DN300UPVC双壁波纹管94.120粗砂垫层厚0.35米171.021管沟填粗砂碎石314.922管沟挖土1403.823管沟填土918.024余土外运485.8管道位置管道长度管道数量起点深度终点深度平均深度管沟底宽三类土放坡25%管沟顶宽编号FGHIJKLM计算公式填写填写填写填写J=（H+I）/2K=管径+0.4*2M=J*L*2+K5#厂房北侧污井1-686.01.001.102.131.621.100.302.074#5#之间污井5-910.01.002.132.272.201.100.302.424#厂房南侧污井7-1379.71.000.701.721.211.100.301.834#5#厂房东侧污井14-24220.51.001.723.132.431.150.302.61三、道路2-257C35水泥砼路面22CM厚M24740.72-271水泥路面养生M24740.72-1826%水泥稳定碎石基层15CMM25275.22-1824%水泥稳定碎石底基层15CMM25308.82-235花岗岩路缘石15*33*99CMM13512-320C20砼基座M331.32-321缘石砂浆找平层M2202.72-261胀缝沥青木板M223.365002-262胀缝聚氯乙烯胶泥填缝M2105.125002-265缩缝聚氯乙烯胶泥填缝33.448362-266锯缩缝8368362-272路面构造筋T0.3312-273路面钢筋网T1.2道路挖土3468路基填土707余土外运2761路床碾压检验6393花岗岩路缘石15*33*99CM道路位置道路宽度道路长度圆角面积=9*9-1/4*3.14*9*9圆角弧长=1/4*π*D纵缝缩缝间距5.0米EFGHIJKLM从Y03井至东侧路外边沿5#厂房南侧9.0162.0118.9100.5162.0291.6本栏合计面积圆角半径圆角数量圆角半径圆角数量圆角半径圆角面积118.9015.001.009.003.004.50本栏合计长度圆角半径圆角数量圆角半径圆角数量圆角半径圆角弧长100.5315.001.009.003.004.50从西侧路至东侧路内边沿4#5#厂房中间6.0121.0127.8137.0121.0145.2本栏合计面积圆角半径圆角数量圆角半径圆角数量圆角半径圆角面积127.839.006.004.006.001.00本栏合计长度圆角半径圆角数量圆角半径圆角数量圆角半径圆角弧长136.979.006.004.006.001.00从西侧路至东侧路内边沿4#厂房北侧4.0121.060.262.80.096.8本栏合计面积圆角半径圆角数量圆角半径圆角数量圆角半径圆角面积60.209.003.004.002.001.00本栏合计长度圆角半径圆角数量圆角半径圆角数量圆角半径圆角弧长62.839.003.004.002.001.00从3#厂房北路外沿至5#厂房南路外沿4#5#厂房东侧6.0122.01.39.4122.0146.4本栏合计面积圆角半径圆角数量圆角半径圆角数量圆角半径圆角面积1.291.006.000.000.000.00本栏合计长度圆角半径圆角数量圆角半径圆角数量圆角半径圆角弧长9.421.006.000.000.000.00从4#厂房北路外沿至5#厂房南路外沿4#5#厂房西侧9.070.00.00.070.0126.0本栏合计面积圆角半径圆角数量圆角半径圆角数量圆角半径计算公式:L=G,M=G/5*F,N=3条*F,O=G*2-直线长+圆角弧长,P=O*基座截面积,Q=F*G+H,R=Q+O*0.3,S=R,T=R+O*0.5*2,U=T*(0.22+0.15+0.15),V=O*0.5*2*0.52,W=U-V,园角面积=(1-1/4*3.1416)*(I*I*J+K*K*L+M*M*N+O*O*P+Q*Q*R+S*S*T+U*U*V),园角弧长=1/4*3.1416*(I*2*J+K*2*L+M*2*N+O*2*P+Q*2*R+S*2*T+U*2*V);圆角面积0.000.000.000.000.000.00本栏合计长度圆角半径圆角数量圆角半径圆角数量圆角半径圆角弧长0.000.000.000.000.000.00从4#厂房北路外沿至5#厂房南路外沿4#5#厂房西侧6.025.00.00.025.030.0本栏合计面积圆角半径圆角数量圆角半径圆角数量圆角半径圆角面积0.000.000.000.000.000.00本栏合计长度圆角半径圆角数量圆角半径圆角数量圆角半径圆角弧长0.000.000.000.000.000.005#厂房南侧外墙至路5.004.50.00.05#厂房北侧外墙至路565#厂房北侧外墙至路565#厂房北侧外墙至路4.0020.004#厂房南侧外墙至路564#厂房南侧外墙至路564#厂房南侧外墙至路4.0020.004#厂房北侧外墙至路2.5104#厂房北侧外墙至路554#5#厂房东侧外墙至路2.5124#5#厂房东侧外墙至路56路面构造钢筋路宽路长胀缝数每条胀缝根数每根长度总长度9米宽路1623220.5339米宽路702220.5226米宽路1212180.5186米宽路1222180.5186米宽路251180.594米宽路1212110.511330.78合计621M2道路位置道路宽度道路长度圆角面积=9*9-1/4*3.14*9*9圆角弧长=1/4*π*D1人行道水泥预制九格方砖25*25*5CMM2629.821：3水泥砂浆卧底厚2CMM2629.83级配碎石基层厚15CMM2629.84花岗岩平路缘石6*12*49M2629.851：3水泥砂浆卧底厚2CMM2506素土夯实M2692.784#厂房北侧1113.24#厂房南侧1113.25#厂房北侧1113.25#厂房南侧1113.24#5#厂房西侧188.54#5#厂房东侧188.57道路挖土M31738余土外运M3173222.0179.0115.0125.084.0378.6687.318928271066DN300雨水管DN400雨水管DN500雨水管DN600雨水管DN700雨水管粗砂垫层厚0.35米管沟填粗砂碎石管沟挖土管沟填土余土外运NOPQRSTUVWN=F*GO=F*GP=F*GS=F*G*K*0.35T=F*G*（0.2+0.4）U=F*G*J*（K+M）/2V=U-S-TW=U-V27.087.052.194.42531061460.018.050.033.461.617984950.00.00.0125.074.6135.847826821012.00.00.00.050.039.272.21796811124.014.017.431.56314490.060.065.034.089.3160.34441952508.00.00.00.00.03.76.61441012.00.00.00.05.59.92161524.00.011.019.9431231厂房室外雨水、污水、道路工程量计算书57.00.026.047.2101287327.00.012.322.448133531.014.225.7692940302.194.1171.0314.91404918486DN200污水管DN300污水管粗砂垫层厚0.35米管沟填粗砂碎石管沟挖土管沟填土余土外运NOPQRSTUVWN=F*GO=F*GP=F*GS=F*G*K*0.35T=F*G*（0.2+0.4）U=F*G*J*（K+M）/2V=U-S-TW=U-V86.00.036.366.022011810210.00.04.27.739271279.70.033.661.21414695126.494.196.9179.910047272774740.75275.25308.8135131.38484346870727616393.0胀缝花岗岩路缘石15*33*99CMC20砼基座C35水泥砼路面22CM厚6%水泥稳定碎石基层15CM4%水泥稳定碎石底基层15CM素土压夯实道路挖土路基填土余土外运NOPQRSTUVW27.0296.56.81576.91665.91665.91962.41020.4154.2866.2圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量4.00.00.01.04.0圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量4.00.00.01.04.018.0204.64.7853.8915.2915.21119.8582.3106.4475.9圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量2.02.02.00.84.0圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量2.02.02.00.84.012.0224.85.2544.2611.6611.6836.5435.0116.9318.1圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量5.00.00.00.00.0圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量5.00.00.00.00.012.0241.45.6733.3805.7805.71047.1544.5125.5419.0圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量圆角半径圆角数量0.00.00.00.00.0圆角数量圆角半径圆角数量圆角半径圆角数