宜阳县2016年农田水利项目竣工结算工程量计算书

工程量计算书韩城镇于洼村一、拦水堰工程1、土方开挖根据开挖现场实际，土方开挖开挖深度为 0.8m,0.8m以下为石方开挖开挖断面面积：(2.55+2.55+1.5*0.5*2)*1.5/2- (2.55+2.55+0.7*0.5*2)*0.7/2+(5.0-0.5-0.75)*0.3+0.3*0.15/2+(0.5+0.8 )*0.3/2=4.95-2.03+1.125+0.0225+0.195=4.26m2土方开挖：4.26*22=93.72m32、石方开挖2.03*22=44.66m33、土方回填回填深度0.15m,0.15m以下为砂卵石回填。(0.75+0.75-0.15*0.5)*0.15/2*22=2.35m 34、砂卵石回填总回填量：断面积(2.55+2.55+1.5*0.5*2)*1.5/2-1.0*1.55-(1.55+1.55-0.5*0.7)*0.5/2-(0.35+0.35-0.15*0.7)*0.15-0.5*0.6-(0.3+0.6)*0.3/2-(0.45+0.45-0.3*0.5)*0.3/2=4.95-1.55-0.69-0.09-0.3-0.13-0.11=2.19m22.19*22=48.18m3砂卵石回填：48.18-2.35=45.83m35、C25混凝土(1.0*1.55+(1.55+0.5)*2/2)*22+0.5*0.5*(22-20*0.5)+(0.35+0.35-0.15*0.7)*0.15*22=79.2+3+1.96=84.16m36、模板制作安拆模板制作安拆123.80m207、M7.5浆砌石(0.5*0.6*2+(0.3+0.6)*0.3/2*2+3.4*0.3)*22=41.58m 3二、集水井工程1 、土方开挖根据开挖现场实际，开挖平均半径为4m,开挖深度为5.85m,土方开挖开挖深度为0.85m,0.85m以下为石方开挖3.14*4*4*0.85=42.7m32、石方开挖3.14*4*4*5=251.2m33、土方回填3.14*4*4*5.85-3.14*1.8*1.8*5.85=234.39m34、粘土回填3.14*1.8*1.8*1.15-3.14*1.3*1.3*1.15=5.60m 35、C10混凝土垫层3.14*1.6*1.6*0.2=1.61m36、C25混凝土(0.3*5.0+0.2*0.2/2)*3.14*2.3+3.14*1.5*1.5*0.5+0.8*0.8*0.25=14.67m 37、钢筋制安0.0962+0.0539=0.158、砂卵石回填3.14*1.8*1.8*3.8-3.14*1.3*1.3*1.15+3.14*1.8*1.8*0.2-3.14*1.4*1.4*0.2+3.14*1.8*1.8*0.5-3.14*1.5*1.5*0.5+3.14*1.8*1.8*0.2-3.14*1.6*1.6*0.2=35.34m39、模板安拆模板安拆84.5m2三、蓄水池工程蓄水池调整为地上2ml地下1.7m,内部小集水池取消，其余结构未变。土方开挖深度0.85m,石方开挖深度0.85m。1、土方开挖3.14*9.5*9.5*0.85=240.88m32、石方开挖3.14*9.5*9.5*0.85=240.88m33、土方回填3.14*9.5*9.5*1.7-3.14*7.63*7.63*1.7=170.99m 34、C10混凝土垫层3.14*7.63*7.63*0.1=18.28m35、C25混凝土底板(3.14*7.53*7.53)*0.25+(0.25*0.15/2+0.6*0.15/2*3.14*(15.26-0.2-0.5-0.25) )=46.55m36、C25混凝土池壁0.25*3.35*3.14*(15.26-0.2-0.5-0.25)+0.2*1.5*3.14*1.9=39.42m 37、钢筋制安11.37*(3.14*6.43*6.43)/(3.14*6.43*6.43-3.14*0.75*0.75)=11.538、模板安拆模板安拆348.67m2四、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72=7.97m22、土方回填3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72=5.93m 33、C10混凝土垫层3.14*0.715*0.715*0.1=0.16m34、C25混凝土3.14*0.615*0.615*0.1=0.12m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)=1.07m36、M7.5水泥砂浆抹面1.44*3.14*(1.23-0.24)+1.44*3.14*1.23=10.04m27、钢筋制安3.01kg五、管道工程提水钢管DN125K：1743*0.97=1691m,下水主管PVC160fe428*0.97=415m,下水支管PVC11哌4630*0.97=4491m。40个镇墩，29个支墩。1、土方开挖0.6*(0.8+0.125)*1691+0.6*(0.8+0.16)*415+0.6*(0.8+0.11)*4491=3269.23m32、土方回填3269.23-3.14*0.125*0.125/4*1691-3.14*0.16*0.16/4*415-3.14*0.11*0.11/4*4491=3197.49m33、C25混凝土40个镇墩，29个支墩，92个出水口1个镇墩:1m31个支墩:0.125m31个出水口：3.14*0.545*0.545/4*0.4+0.2*3.14*0.545*0.2-3.14*0.05*0.05*0.4+0.4*0.28*3.14*0.505+0.05*3.14*0.25*0.25=0.35m 3C25混凝土：40*1+29*0.125+0.35*92=75.83m34、模板制作安拆模板制作安拆235m25、钢筋制安8.1*40=324kg六、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72*13=103.65m32、土方回填(3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72)*13=77.09m 32.03*14=28.42m32.03*14=28.42m33、C10混凝土垫层(3.14*0.715*0.715*0.1)*13=2.09m 34、C25混凝土3.14*0.615*0.615*0.1*13=1.54m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)*13=13.97m36、M7.5水泥砂浆抹面(1.44*3.14* (1.23-0.24)+1.44*3.14*1.23)*13=130.49m27、钢筋制安3.01*13=39.13kg七、水泵管理房工程面积9.8m2,地埋线800米1、地埋电缆土方开挖0.4*0.8*800=256m32、地埋电缆土方回填0.4*0.8*800-3.14*0.025*0.025*800=254.43m 33、地埋电缆套管地埋电缆套管800m韩城镇五岳沟村一、拦水堰工程1、土方开挖根据开挖现场实际，土方开挖开挖深度为 0.8m,0.8m以下为石方开挖开挖断面面积：(2.55+2.55+1.5*0.5*2)*1.5/2-(2.55+2.55+0.7*0.5*2)*0.7/2+(5.0-0.5-0.75)*0.3+0.3*0.15/2+(0.5+0.8 )*0.3/2=4.95-2.03+1.125+0.0225+0.195=4.26m2土方开挖：4.26*14=59.64m32、石方开挖3、土方回填回填深度0.15m,0.15m以下为砂卵石回填。(0.75+0.75-0.15*0.5)*0.15/2*14=1.5m 34、砂卵石回填总回填量：断面积(2.55+2.55+1.5*0.5*2)*1.5/2-1.0*1.55-(1.55+1.55-0.5*0.7)*0.5/2- (0.35+0.35-0.15*0.7)*0.15-0.5*0.6-(0.3+0.6)*0.3/2-(0.45+0.45-0.3*0.5)*0.3/2=4.95-1.55-0.69-0.09-0.3-0.13-0.11=2.19m22.19*14=30.66m3砂卵石回填：30.66-1.5=29.16m35、C25混凝土(1.0*1.55+(1.55+0.5)*2/2)*14+0.5*0.5*(14-12*0.5)+(0.35+0.35-0.15*0.7)*0.15*14=53.65m36、模板制作安拆模板制作安拆123.80m207、M7.5浆砌石(0.5*0.6*2+(0.3+0.6)*0.3/2*2+3.4*0.3)*14=26.46m 3二、集水井工程1 、土方开挖根据开挖现场实际，开挖平均半径为4.0m,开挖深度为5.85m,土方开挖开挖深度为0.85m,0.85m以下为石方开挖3.14*4*4*0.85=42.7m32、石方开挖3.14*4*4*5=251.2m33、土方回填3.14*4*4*5.85-3.14*1.8*1.8*5.85=234.39m34、粘土回填3.14*1.8*1.8*1.15-3.14*1.3*1.3*1.15=5.60m 35、C10混凝土垫层3.14*1.6*1.6*0.2=1.61m36、C25混凝土(0.3*5.0+0.2*0.2/2)*3.14*2.3+3.14*1.5*1.5*0.5+0.8*0.8*0.25=14.67m 37、钢筋制安0.0962+0.0539=0.158、砂卵石回填3.14*1.8*1.8*3.8-3.14*1.3*1.3*1.15+3.14*1.8*1.8*0.2-3.14*1.4*1.4*0.2+3.14*1.8*1.8*0.5-3.14*1.5*1.5*0.5+3.14*1.8*1.8*0.2-3.14*1.6*1.6*0.2=35.34m39、模板安拆模板安拆84.5m2三、蓄水池工程蓄水池调整为地上2m,地下1.7m,内部小集水池取消，其余结构未变。土方开挖深度0.85m,石方开挖深度0.85m。1、土方开挖3.14*9.5*9.5*0.85=240.88m32、石方开挖3.14*9.5*9.5*0.85=240.88m33、土方回填3.14*9.5*9.5*1.7-3.14*7.63*7.63*1.7=170.99m 34、C10混凝土垫层3.14*7.63*7.63*0.1=18.28m35、C25混凝土底板(3.14*7.53*7.53)*0.25+(0.25*0.15/2+0.6*0.15/2*3.14*(15.26-0.2-0.5-0.25) )=46.55m36、C25混凝土池壁0.25*3.35*3.14*(15.26-0.2-0.5-0.25)+0.2*1.5*3.14*1.9=39.42m 37、钢筋制安11.37*(3.14*6.43*6.43)/(3.14*6.43*6.43-3.14*0.75*0.75)=11.538、模板安拆模板安拆348.67m2四、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72=7.97m22、土方回填3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72=5.93m 33、C10混凝土垫层3.14*0.715*0.715*0.1=0.16m34、C25混凝土3.14*0.615*0.615*0.1=0.12m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)=1.07m36、M7.5水泥砂浆抹面1.44*3.14*(1.23-0.24)+1.44*3.14*1.23=10.04m27、钢筋制安3.01kg五、管道工程提水钢管DN125<490*0.97=475m,下水主管PVC160fe1200*0.97=1164m,下水支管PVC11哌3650*0.97=3540m。29个镇墩，41个支墩。1、土方开挖0.6*(0.8+0.125)*475+0.6*(0.8+0.16)*1164+0.6*(0.8+0.11)*3540=2866.93m32、土方回填2866.93-3.14*0.125*0.125/4*475-3.14*0.16*0.16/4*1164-3.14*0.11*0.11/4*3540=2804.093、C25混凝土29个镇墩，41个支墩，77个出水口1个镇墩:1m31个支墩:0.125m31个出水口：3.14*0.545*0.545/4*0.4+0.2*3.14*0.545*0.2-3.14*0.05*0.05*0.4+0.4*0.28*3.14*0.505+0.05*3.14*0.25*0.25=0.35m 3C25混凝土：29*1+41*0.125+0.35*77=61.08m34、模板制作安拆模板制作安拆1131tf5、钢筋制安8.1*29=230kg6、顶管工程穿越7条3.5m,1条10m道路，共计34.5m六、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72*20=159.46m32、土方回填(3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72)*20=118.60m 33、C10混凝土垫层(3.14*0.715*0.715*0.1)*20=3.21m 34、C25混凝土3.14*0.615*0.615*0.1*20=2.38m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)*20=21.49m36、M7.5水泥砂浆抹面(1.44*3.14* (1.23-0.24)+1.44*3.14*1.23)*20=200.76m27、钢筋制安3.01*20=60.2kg七、水泵管理房工程面积9.8m2,地埋线870米4、地埋电缆土方开挖0.4*0.8*870=278.4m35、地埋电缆土方回填0.4*0.8*870-3.14*0.025*0.025*870=261.33m 36、地埋电缆套管地埋电缆套管870m韩城镇苏河村一、拦水堰工程1、土方开挖根据开挖现场实际，土方开挖开挖深度为 0.8m,0.8m以下为石方开挖开挖断面面积：(2.55+2.55+1.5*0.5*2)*1.5/2- (2.55+2.55+0.7*0.5*2)*0.7/2+(5.0-0.5-0.75)*0.3+0.3*0.15/2+(0.5+0.8 )*0.3/2=4.95-2.03+1.125+0.0225+0.195=4.26m2土方开挖：4.26*11=46.86m32、石方开挖2.03*11=22.33m33、土方回填回填深度0.15m,0.15m以下为砂卵石回填。(0.75+0.75-0.15*0.5)*0.15/2*11=1.18m 34、砂卵石回填总回填量：断面积(2.55+2.55+1.5*0.5*2)*1.5/2-1.0*1.55-(1.55+1.55-0.5*0.7)*0.5/2- (0.35+0.35-0.15*0.7)*0.15-0.5*0.6-(0.3+0.6)*0.3/2-(0.45+0.45-0.3*0.5)*0.3/2=4.95-1.55-0.69-0.09-0.3-0.13-0.11=2.19m22.19*11=24.09m3砂卵石回填：24.09-1.18=22.91m35、C25混凝土(1.0*1.55+(1.55+0.5)*2/2)*11+0.5*0.5*(11-9*0.5)+(0.35+0.35-0.15*0.7)*0.15*11=42.21m36、模板制作安拆模板制作安拆73.10m207、M7.5浆砌石(0.5*0.6*2+(0.3+0.6)*0.3/2*2+3.4*0.3)*11=20.79m 3二、集水井工程1 、土方开挖根据开挖现场实际，开挖平均半径为4.0m,开挖深度为5.85m,土方开挖开挖深度为0.85m,0.85m以下为石方开挖3.14*4*4*0.85=42.7m32、石方开挖3.14*4*4*5=251.2m33、土方回填3.14*4*4*5.85-3.14*1.8*1.8*5.85=234.39m34、粘土回填3.14*1.8*1.8*1.15-3.14*1.3*1.3*1.15=5.60m 35、C10混凝土垫层3.14*1.6*1.6*0.2=1.61m36、C25混凝土(0.3*5.0+0.2*0.2/2)*3.14*2.3+3.14*1.5*1.5*0.5+0.8*0.8*0.25=14.67m 37、钢筋制安0.0962+0.0539=0.158、砂卵石回填3.14*1.8*1.8*3.8-3.14*1.3*1.3*1.15+3.14*1.8*1.8*0.2-3.14*1.4*1.4*0.2+3.14*1.8*1.8*0.5-3.14*1.5*1.5*0.5+3.14*1.8*1.8*0.2-3.14*1.6*1.6*0.2=35.34m39、模板安拆模板安拆84.5m2三、蓄水池工程蓄水池调整为地上2ml地下1.7m,内部小集水池取消，其余结构未变。土方开挖深度0.85m,石方开挖深度0.85m。1、土方开挖3.14*9.5*9.5*0.85=240.88m32、石方开挖3.14*9.5*9.5*0.85=240.88m33、土方回填3.14*9.5*9.5*1.7-3.14*7.63*7.63*1.7=170.99m 34、C10混凝土垫层3.14*7.63*7.63*0.1=18.28m35、C25混凝土底板(3.14*7.53*7.53)*0.25+(0.25*0.15/2+0.6*0.15/2*3.14*(15.26-0.2-0.5-0.25) )=46.55m36、C25混凝土池壁0.25*3.35*3.14*(15.26-0.2-0.5-0.25)+0.2*1.5*3.14*1.9=39.42m 37、钢筋制安11.37*(3.14*6.43*6.43)/(3.14*6.43*6.43-3.14*0.75*0.75)=11.538、模板安拆模板安拆348.67m2四、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72=7.97m22、土方回填3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72=5.93m 33、C10混凝土垫层3.14*0.715*0.715*0.1=0.16m34、C25混凝土3.14*0.615*0.615*0.1=0.12m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)=1.07m36、M7.5水泥砂浆抹面1.44*3.14*(1.23-0.24)+1.44*3.14*1.23=10.04m27、钢筋制安3.01kg五、管道工程提水钢管DN125<840*0.97=815m,下水主管PVC160fe1080*0.97=1047m,下水支管PVC11哌4950*0.97=4801m。25个镇墩，36个支墩。1、土方开挖0.6*(0.8+0.125)*815+0.6*(0.8+0.16)*1047+0.6*(0.8+0.11)*4801=3676.74m32、土方回填3676.74-3.14*0.125*0.125/4*815-3.14*0.16*0.16/4*1047-3.14*0.11*0.11/4*4950=3598.696、C25混凝土25个镇墩，42个支墩，113个出水口1个镇墩:1m31个支墩:0.125m31个出水口：3.14*0.545*0.545/4*0.4+0.2*3.14*0.545*0.2-3.14*0.05*0.05*0.4+0.4*0.28*3.14*0.505+0.05*3.14*0.25*0.25=0.35m 3C25混凝土：25*1+42*0.125+0.35*113=69.8m37、模板制作安拆模板制作安拆1131tf8、钢筋制安8.1*25=200kg六、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72*40=318.91m32、土方回填(3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72)*40=237.2m 33、C10混凝土垫层(3.14*0.715*0.715*0.1)*40=6.42m 34、C25混凝土3.14*0.615*0.615*0.1*40=4.75m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)*40=42.97m36、M7.5水泥砂浆抹面(1.44*3.14* (1.23-0.24)+1.44*3.14*1.23)*40=401.52m27、钢筋制安3.01*40=120.4kg七、水泵管理房工程面积9.8m2,地埋线600米7、地埋电缆土方开挖0.4*0.8*600=192m38、地埋电缆土方回填0.4*0.8*600-3.14*0.025*0.025*600=190.82m 39、地埋电缆套管地埋电缆套管600m韩城镇阁北村村一、拦水堰工程1、土方开挖根据开挖现场实际，土方开挖开挖深度为 0.8m,0.8m以下为石方开挖开挖断面面积：(2.55+2.55+1.5*0.5*2)*1.5/2-(2.55+2.55+0.7*0.5*2)*0.7/2+(5.0-0.5-0.75)*0.3+0.3*0.15/2+(0.5+0.8 )*0.3/2=4.95-2.03+1.125+0.0225+0.195=4.26m2土方开挖：4.26*26.5=112.89m32、石方开挖2.03*26.5=53.8m33、土方回填回填深度0.15m,0.15m以下为砂卵石回填。(0.75+0.75-0.15*0.5)*0.15/2*26.5=2.83m 34、砂卵石回填总回填量：断面积(2.55+2.55+1.5*0.5*2)*1.5/2-1.0*1.55-(1.55+1.55-0.5*0.7)*0.5/2- (0.35+0.35-0.15*0.7)*0.15-0.5*0.6-(0.3+0.6)*0.3/2-(0.45+0.45-0.3*0.5)*0.3/2=4.95-1.55-0.69-0.09-0.3-0.13-0.11=2.19m22.19*26.5=58.04m3砂卵石回填：58.04-2.83=55.21m35、C25混凝土(1.0*1.55+(1.55+0.5)*2/2)*26.5+0.5*0.5* (26.5-25*0.5)+(0.35+0.35-0.15*0.7)*0.15*26.5=101.27m36、模板制作安拆模板制作安拆161.80m207、M7.5浆砌石(0.5*0.6*2+(0.3+0.6)*0.3/2*2+3.4*0.3)*26.5=50.09m 3二、集水井工程1、土方开挖根据开挖现场实际，开挖平均半径为4.0m,开挖深度为5.85m,土方开挖开挖深度为0.85m,0.85m以下为石方开挖3.14*4*4*0.85=42.7m32、石方开挖3.14*4*4*5=251.2m33、土方回填3.14*4*4*5.85-3.14*1.8*1.8*5.85=234.39m34、粘土回填3.14*1.8*1.8*1.15-3.14*1.3*1.3*1.15=5.60m 35、C10混凝土垫层3.14*1.6*1.6*0.2=1.61m36、C25混凝土(0.3*5.0+0.2*0.2/2)*3.14*2.3+3.14*1.5*1.5*0.5+0.8*0.8*0.25=14.67m 37、钢筋制安0.0962+0.0539=0.158、砂卵石回填3.14*1.8*1.8*3.8-3.14*1.3*1.3*1.15+3.14*1.8*1.8*0.2-3.14*1.4*1.4*0.2+3.14*1.8*1.8*0.5-3.14*1.5*1.5*0.5+3.14*1.8*1.8*0.2-3.14*1.6*1.6*0.2=35.34m39、模板安拆模板安拆84.5m2三、蓄水池工程蓄水池调整为地上2m,地下1.65m,内部小集水池取消，其余结构未变。土方开挖深度0.85m,石方开挖深度0.8m。1、土方开挖3.14*4.8*4.8*0.85=61.49m22、石方开挖3.14*4.8*4.8*0.8=57.88m23、土方回填3.14*4.8*4.8*1.65-3.14*3.8*3.8*1.65=44.56m 34、C10混凝土垫层3.14*3.8*3.8*0.1=4.53m35、C25混凝土底板TOC\o"1-5"\h\z3.14*3.7*3.7*0.25+ (0.25*0.15/2+0.6*0.15/2 )*3.14*(7.6-0.2-0.5-0.25)=12.08m 36、C25混凝土池壁0.25*3.35*3.14*(7.6-0.2-0.5-0.25)=17.49m 37、钢筋制安3.97*(3.14*2.6*2.6)/(3.14*2.6*2.6-3.14*0.37*0.37)=4.058、模板安拆模板安165.43m2四、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72=7.97m22、土方回填3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72=5.93m 33、C10混凝土垫层3.14*0.715*0.715*0.1=0.16m34、C25混凝土3.14*0.615*0.615*0.1=0.12m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)=1.07m36、M7.5水泥砂浆抹面1.44*3.14*(1.23-0.24)+1.44*3.14*1.23=10.04m27、钢筋制安3.01kg五、管道工程提水钢管DN10CX790*0.97=863m,下水主管PVC16哌790*0.97=766m,下水支管PVC11哌1000*0.97=970m。20个镇墩，32个支墩。1、土方开挖0.6*(0.8+0.10)*863+0.6*(0.8+0.16)*766+0.6*(0.8+0.11)*970=1449.8m32、土方回填1449.8-3.14*0.1*0.1/4*863-3.14*0.16*0.16/4*766-3.14*0.11*0.11/4*970=1414.61m39、C25混凝土20个镇墩，32个支墩，45个出水口1个镇墩:1m31个支墩:0.125m31个出水口：3.14*0.545*0.545/4*0.4+0.2*3.14*0.545*0.2-3.14*0.05*0.05*0.4+0.4*0.28*3.14*0.505+0.05*3.14*0.25*0.25=0.35m 3C25混凝土：20*1+32*0.125+0.35*45=39.75m310、模板制作安拆模板制作安拆72m211、钢筋制安8.1*20=162kg六、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72*18=143.51m32、土方回填(3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72)*18=106.74m 33、C10混凝土垫层(3.14*0.715*0.715*0.1)*18=2.89m 34、C25混凝土3.14*0.615*0.615*0.1*18=2.14m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)*18=19.34m36、M7.5水泥砂浆抹面(1.44*3.14* (1.23-0.24)+1.44*3.14*1.23)*18=180.68m27、钢筋制安3.01*18=54.18kg七、水泵管理房工程面积9.8m2,地埋线400米10、地埋电缆土方开挖0.4*0.8*400=128m311、地埋电缆土方回填0.4*0.8*400-3.14*0.025*0.025*400=127.22m 312、地埋电缆套管地埋电缆套管400m韩城镇下连村1一、拦水堰工程1、土方开挖根据开挖现场实际，土方开挖开挖深度为 0.8m,0.8m以下为石方开挖开挖断面面积：(2.55+2.55+1.5*0.5*2)*1.5/2-(2.55+2.55+0.7*0.5*2)*0.7/2+(5.0-0.5-0.75)*0.3+0.3*0.15/2+(0.5+0.8 )*0.3/2=4.95-2.03+1.125+0.0225+0.195=4.26m2土方开挖：4.26*28.5=121.41m32、石方开挖2.03*28.5=57.86m33、土方回填回填深度0.15m,0.15m以下为砂卵石回填。(0.75+0.75-0.15*0.5)*0.15/2*28.5=3.05m 34、砂卵石回填总回填量：断面积(2.55+2.55+1.5*0.5*2)*1.5/2-1.0*1.55-(1.55+1.55-0.5*0.7)*0.5/2- (0.35+0.35-0.15*0.7)*0.15-0.5*0.6-(0.3+0.6)*0.3/2-(0.45+0.45-0.3*0.5)*0.3/2=4.95-1.55-0.69-0.09-0.3-0.13-0.11=2.19m22.19*28.5=62.42m3砂卵石回填：62.42-3.05=59.37m35、C25混凝土(1.0*1.55+(1.55+0.5)*2/2)*28.5+0.5*0.5* (28.5-26*0.5)+(0.35+0.35-0.15*0.7)*0.15*28.5=109.02m36、模板制作安拆模板制作安拆212.40m207、M7.5浆砌石(0.5*0.6*2+(0.3+0.6)*0.3/2*2+3.4*0.3)*28.5=53.87m 3二、集水井工程1 、土方开挖根据开挖现场实际，由于地质原因，此处开挖半径为 5簿开挖7度为5.85m,土方开挖开挖深度为0.85m,0.85m以下为石方开挖3.14*5*5*0.85=66.73m32、石方开挖3.14*5*5*5=392.5m33、土方回填3.14*5*5*5.85-3.14*1.8*1.8=449.05m34、粘土回填3.14*1.8*1.8*1.15-3.14*1.3*1.3*1.15=5.60m 35、C10混凝土垫层3.14*1.6*1.6*0.2=1.61m36、C25混凝土(0.3*5.0+0.2*0.2/2)*3.14*2.3+3.14*1.5*1.5*0.5+0.8*0.8*0.25+3.14*1.3*1.3*0.15-0.9*0.9*0.15=15.34m 37、钢筋制安0.0962+0.0539=0.158、砂卵石回填3.14*1.8*1.8*3.8-3.14*1.3*1.3*1.15+3.14*1.8*1.8*0.2-3.14*1.4*1.4*0.2+3.14*1.8*1.8*0.5-3.14*1.5*1.5*0.5+3.14*1.8*1.8*0.2-3.14*1.6*1.6*0.2=35.34m39、模板安拆模板安拆84.5m2三、蓄水池工程蓄水池调整为地上2簿地下1.7m,内部小集水池取消，其余结构未变。土方开挖深度0.85m,石方开挖深度0.85m。1、土方开挖3.14*9.5*9.5*0.85=240.88m32、石方开挖3.14*9.5*9.5*0.85=240.88m33、土方回填3.14*9.5*9.5*1.7-3.14*7.63*7.63*1.7=170.99m 34、C10混凝土垫层3.14*7.63*7.63*0.1=18.28m35、C25混凝土底板(3.14*7.53*7.53)*0.25+(0.25*0.15/2+0.6*0.15/2*3.14*(15.26-0.2-0.5-0.25) )=46.55m36、C25混凝土池壁0.25*3.35*3.14*(15.26-0.2-0.5-0.25)+0.2*1.5*3.14*1.9=39.42m 37、钢筋制安11.37*(3.14*6.43*6.43)/(3.14*6.43*6.43-3.14*0.75*0.75)=11.538、模板安拆模板安拆348.67m2四、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72=7.97m22、土方回填3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72=5.93m 33、C10混凝土垫层3.14*0.715*0.715*0.1=0.16m34、C25混凝土3.14*0.615*0.615*0.1=0.12m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)=1.07m36、M7.5水泥砂浆抹面1.44*3.14*(1.23-0.24)+1.44*3.14*1.23=10.04m27、钢筋制安3.01kg五、管道工程提水钢管DN125<695*0.97=674m,下水主管PVC160fe1420*0.97=1377m,下水支管PVC11哌8600*0.97=8342m。36个镇墩，75个支墩。1、土方开挖0.6*(0.8+0.125)*674+0.6*(0.8+0.16)*1377+0.6*(0.8+0.11)*8342=5721.95m32、土方回填5721.95-3.14*0.125*0.125/4*674-3.14*0.16*0.16/4*1377-3.14*0.11*0.11/4*8342=5606.773、C25混凝土36个镇墩，75个支墩，150个出水口1个镇墩:1m31个支墩:0.125m31个出水口：3.14*0.545*0.545/4*0.4+0.2*3.14*0.545*0.2-3.14*0.05*0.05*0.4+0.4*0.28*3.14*0.505+0.05*3.14*0.25*0.25=0.35m 3C25混凝土：1*36+75*0.125+0.35*150=97.88m34、模板制作安拆模板制作安拆172m25、钢筋制安8.1*36=0.29t6、顶管工程穿越4m宽道路顶管六、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72*39=310.94m32、土方回填(3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72)*39=231.27m 33、C10混凝土垫层(3.14*0.715*0.715*0.1)*39=6.26m 34、C25混凝土3.14*0.615*0.615*0.1*39=4.63m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)*39=41.90m36、M7.5水泥砂浆抹面(1.44*3.14* (1.23-0.24)+1.44*3.14*1.23)*39=391.46m27、钢筋制安3.01*39=117.39kg七、水泵管理房工程面积9.8m2,地埋线300米13、地埋电缆土方开挖0.4*0.8*300=96m314、地埋电缆土方回填0.4*0.8*300-3.14*0.025*0.025*300=95.41m15、地埋电缆套管地埋电缆套管300m韩城镇下连村2三、蓄水池工程蓄水池调整为地上2簿地下1.7m,内部小集水池取消，其余结构未变。土方开挖深度0.85m,石方开挖深度0.85m。1、土方开挖3.14*9.5*9.5*0.85=240.88m32、石方开挖3.14*9.5*9.5*0.85=240.88m33、土方回填3.14*9.5*9.5*1.7-3.14*7.63*7.63*1.7=170.99m 34、C10混凝土垫层3.14*7.63*7.63*0.1=18.28m35、C25混凝土底板(3.14*7.53*7.53)*0.25+(0.25*0.15/2+0.6*0.15/2*3.14*(15.26-0.2-0.5-0.25) )=46.55m36、C25混凝土池壁0.25*3.35*3.14*(15.26-0.2-0.5-0.25)+0.2*1.5*3.14*1.9=39.42m 37、钢筋制安11.37*(3.14*6.43*6.43)/(3.14*6.43*6.43-3.14*0.75*0.75)=11.538、模板安拆模板安拆348.67m2四、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72=7.97m22、土方回填3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72=5.93m3、C10混凝土垫层3.14*0.715*0.715*0.1=0.16m34、C25混凝土3.14*0.615*0.615*0.1=0.12m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)=1.07m36、M7.5水泥砂浆抹面1.44*3.14*(1.23-0.24)+1.44*3.14*1.23=10.04m27、钢筋制安3.01kg五、管道工程提水钢管DN125fe1200*0.97=1164m,下水主管PVC160fe1102*0.97=1069m,下水支管PVC90fe50*0.97=49m。15个镇墩，32个支墩。1、土方开挖0.6*(0.8+0.125)*1164+0.6*(0.8+0.16)*1069+0.6*(0.8+0.11)*49=1288.52m32、土方回填1288.52-3.14*0.125*0.125/4*1164-3.14*0.16*0.16/4*1069-3.14*0.11*0.11/4*49=1248.0912、C25混凝土15个镇墩，32个支墩，1个镇墩:1m31个支墩:0.125m3C25混凝土：15*1+32*0.125=19.35m313、模板制作安拆模板制作安拆172m214、钢筋制安8.1*15=121kg六、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72*24=191.35m32、土方回填(3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72)*24=142.32m 33、C10混凝土垫层(3.14*0.715*0.715*0.1)*24=3.85m 34、C25混凝土3.14*0.615*0.615*0.1*24=2.85m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)*24=25.78m36、M7.5水泥砂浆抹面(1.44*3.14* (1.23-0.24)+1.44*3.14*1.23)*24=240.91m27、钢筋制安3.01*24=72.24kg七、水泵管理房工程面积9.8m2,地埋线132米16、地埋电缆土方开挖0.4*0.8*132=96m317、地埋电缆土方回填0.4*0.8*132-3.14*0.025*0.025*132=95.41m 318、地埋电缆套管地埋电缆套管132m韩城镇子房沟村(一)一、拦水堰工程1、土方开挖根据开挖现场实际，土方开挖开挖深度为 0.8m,0.8m以下为石方开挖开挖断面面积：(2.55+2.55+1.5*0.5*2)*1.5/2-(2.55+2.55+0.7*0.5*2)*0.7/2+(5.0-0.5-0.75)*0.3+0.3*0.15/2+(0.5+0.8 )*0.3/2=4.95-2.03+1.125+0.0225+0.195=4.26m2土方开挖：4.26*18.5=78.81m32、石方开挖2.03*18.5=37.56m33、土方回填回填深度0.15m,0.15m以下为砂卵石回填。(0.75+0.75-0.15*0.5)*0.15/2*18.5=1.98m 34、砂卵石回填总回填量：断面积(2.55+2.55+1.5*0.5*2)*1.5/2-1.0*1.55-(1.55+1.55-0.5*0.7)*0.5/2- (0.35+0.35-0.15*0.7)*0.15-0.5*0.6-(0.3+0.6)*0.3/2-(0.45+0.45-0.3*0.5)*0.3/2=4.95-1.55-0.69-0.09-0.3-0.13-0.11=2.19m22.19*18.5=40.52m3砂卵石回填：40.52-1.98=38.54m35、C25混凝土(1.0*1.55+(1.55+0.5)*2/2)*18.5+0.5*0.5* (18.5-17*0.5)+(0.35+0.35-0.15*0.7)*0.15*18.5=70.75m36、模板制作安拆模板制作安拆130.11m207、M7.5浆砌石(0.5*0.6*2+(0.3+0.6)*0.3/2*2+3.4*0.3)*18.5=34.97m 3二、集水井工程1、土方开挖根据开挖现场实际，开挖平均半径为4m,开挖深度为5.85m,土方开挖开挖深度为0.85m,0.85m以下为石方开挖3.14*4*4*0.85=42.7m32、石方开挖3.14*4*4*5=251.2m33、土方回填3.14*4*4*5.85-3.14*1.8*1.8*5.85=234.39m34、粘土回填3.14*1.8*1.8*1.15-3.14*1.3*1.3*1.15=5.60m 35、C10混凝土垫层3.14*1.6*1.6*0.2=1.61m36、C25混凝土(0.3*5.0+0.2*0.2/2)*3.14*2.3+3.14*1.5*1.5*0.5+0.8*0.8*0.25=14.67m 37、钢筋制安0.0962+0.0539=0.158、砂卵石回填3.14*1.8*1.8*3.8-3.14*1.3*1.3*1.15+3.14*1.8*1.8*0.2-3.14*1.4*1.4*0.2+3.14*1.8*1.8*0.5-3.14*1.5*1.5*0.5+3.14*1.8*1.8*0.2-3.14*1.6*1.6*0.2=35.34m39、模板安拆模板安拆84.5m2三、蓄水池工程蓄水池调整为地上2簿地下1.65m,内部小集水池取消，其余结构未变土方开挖深度0.85m,石方开挖深度0.8m。1、土方开挖3.14*4.8*4.8*0.85=61.49m22、石方开挖3.14*4.8*4.8*0.8=57.88m23、土方回填3.14*4.8*4.8*1.65-3.14*3.8*3.8*1.65=44.56m 34、C10混凝土垫层3.14*3.8*3.8*0.1=4.53m35、C25混凝土底板TOC\o"1-5"\h\z3.14*3.7*3.7*0.25+ (0.25*0.15/2+0.6*0.15/2 )*3.14*(7.6-0.2-0.5-0.25)=12.08m 36、C25混凝土池壁0.25*3.35*3.14*(7.6-0.2-0.5-0.25)=17.49m 37、钢筋制安3.97*(3.14*2.6*2.6)/(3.14*2.6*2.6-3.14*0.37*0.37)=4.058、模板安拆模板安165.43m2四、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72=7.97m22、土方回填3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72=5.93m 33、C10混凝土垫层3.14*0.715*0.715*0.1=0.16m34、C25混凝土3.14*0.615*0.615*0.1=0.12m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)=1.07m36、M7.5水泥砂浆抹面1.44*3.14*(1.23-0.24)+1.44*3.14*1.23=10.04m27、钢筋制安3.01kg五、管道工程提水钢管DN10CX351*0.97=340m,下水主管PVC160fe1190*0.97=1154m,下水支管PVC11哌2640*0.97=2561m。14个镇墩，35个支墩。1、土方开挖0.6*(0.8+0.10)*340+0.6*(0.8+0.16)*1154+0.6*(0.8+0.11)*2561=2246.61m32、土方回填2246.61-3.14*0.1*0.1/4*340-3.14*0.16*0.16/4*1154-3.14*0.11*0.11/4*2561=2196.42m315、C25混凝土14个镇墩，35个支墩，64个出水口1个镇墩:1m31个支墩:0.125m31个出水口：3.14*0.545*0.545/4*0.4+0.2*3.14*0.545*0.2-3.14*0.05*0.05*0.4+0.4*0.28*3.14*0.505+0.05*3.14*0.25*0.25=0.35m 3C25混凝土：14*1+35*0.125+0.35*64=40.78m316、模板制作安拆模板制作安拆88m217、钢筋制安8.1*14=110kg六、闸阀井工程1、土方开挖3.14*1.215*1.215*1.72*19=151.48m32、土方回填(3.14*1.215*1.215*1.72-3.14*0.615*0.615*1.72)*19=112.67m 33、C10混凝土垫层(3.14*0.715*0.715*0.1)*19=3.05m 34、C25混凝土3.14*0.615*0.615*0.1*19=2.26m35、MU10专砌体0.24*1.44*3.14* (1.23-0.24)*19=20.41m36、M7.5水泥砂浆抹面(1.44*3.14* (1.23-0.24)+1.44*3.14*1.23)*19=190.72m27、钢筋制安3.01*19=60.19kg七、水泵管理房工程面积9.8m2,地埋线450米19、地埋电缆土方开挖0.4*0.8*450=144m320、地埋电缆土方回填0.4*0.8*450-3.14*0.025*0.025*450=143.12m 321、地埋电缆套管地埋电缆套管450m韩城镇子房沟村(二)一、拦水堰工程1、土方开挖根据开挖现场实际，土方开挖开挖深度为 0.8m,0.8m以下为石方开挖开挖断面面积：(2.55+2.55+1.5*0.5*2)*1.5/2- (2.55+2.55+0.7*0.5*2)*0.7/2+(5.0-0.5-0.75)*0.3+0.3*0.15/2+(0.5+0.8 )*0.3/2=4.95-2.03+1.125+0.0225+0.195=4.26m2土方开挖：4.26*24=102.24m32、石方开挖2.03*24=48.72m33、土方回填回填深度0.15m,0.15m以下为砂卵石回填。(0.75+0.75-0.15*0.5)*0.15/2*24=2.57m 34、砂卵石回填总回填量：断面积(2.55+2.55+1.5*0.5*2)*1.5/2-1.0*1.55-(1.55+1.55-0.5*0.7)*0.5/2- (0.35+0.35-0.15*0.7)*0.15-0.5*0.6-(0.3+0.6)*0.3/2-(0.45+0.45-0.3*0.5)*0.3/2=4.95-1.55-0.69-0.09-0.3-0.13-0.11=2.19m22.19*24=52.56m3砂卵石回填：52.56-2.57=49.99m35、C25混凝土(1.0*1.55+(1.55+0.5)*2/2)*24+0.5*0.5*(24-22*0.5)+(0.35+0.35-0.15*0.7)*0.15*24=91.79m36、模板制作安拆模板制作安拆117.45m207、M7