山东省建筑工程消耗量定额价目表-版-.xls

山东省建筑工程消耗量定额价目表（2003版）综合工日：28元/工日序号定额编号定额名称单位基价人工费材料费机械费11-1-1人工挖普通土1029.4829.480021-1-2人工挖坚土1069.0869.080031-1-3推土机推普通土20m内1012.431.32011.1141-1-4推土机推坚土20m内1014.511.32013.1951-1-5推土机推土100m内增运20m107.64007.6461-1-6装载机装运土方20m内10101.3208.6871-1-7装载机装运200m内增运20m102.76002.7681-1-8铲运机铲运普通土200m内1019.081.320.0917.6791-1-9铲运机铲运坚土200m内1024.721.320.0923.31101-1-10铲运机500m内增运100m105.64005.64111-1-11拉铲挖自卸汽车运普通土1km内1064.681.980.262.5121-1-12拉铲挖自卸汽车运坚土1km内1077.181.980.275131-1-13反铲挖自卸汽车运普通土1km内1063.561.980.261.38141-1-14反铲挖自卸汽车运坚土1km内1074.681.980.272.5151-1-15自卸汽车增运1km1011.290011.29161-1-16机械打孔爆破松石1070.3118.726.225.41171-1-17机械打孔爆破坚石10142.5630.1448.2564.17181-1-18挖掘机挖渣自卸汽车运渣1km内10132.132.420.2129.51191-1-19自卸汽车运渣增运1km1017.210017.21201-1-20机械夯填土1026.2712.98013.29211-1-21光轮压路机回填碾压1040.569.680.2630.62221-1-22振动压路机回填碾压1039.819.680.2629.87231-2-1人工挖普通土深2m内1050.1650.1600241-2-2人工挖普通土深2m1076.7876.7800251-2-3人工挖坚土深2m内1095.795.700261-2-4人工挖坚土深4m内10122.32122.3200271-2-5人工挖坚土深6m内10141.02141.0200281-2-6人工挖坚土深6m10153.56153.5600第 1 页，共 114 页291-2-7人工挖淤泥.流砂1024224200301-2-8人工挖冻土厚0.5m内10295.68295.6800311-2-9爆破后人工挖冻土厚0.5m内10114.5486.927.640321-2-10人工挖沟槽普通土深2m内1071.2770.8400.43331-2-11人工挖沟槽普通土深2m1096.7796.5800.19341-2-12人工挖沟槽坚土深2m内10140.13139.700.43351-2-13人工挖沟槽坚土深4m内10157.49157.300.19361-2-14人工挖沟槽坚土深6m内10178.1177.9800.12371-2-15人工挖沟槽坚土深6m10193.67193.600.07381-2-16人工挖地坑普通土深2m内1079.7978.5401.25391-2-17人工挖地坑普通土深2m10105.76105.1600.6401-2-18人工挖地坑坚土深2m内10158.33157.0801.25411-2-19人工挖地坑坚土深4m内10177.7177.100.6421-2-20人工挖地坑坚土深6m内10198.16197.7800.38431-2-21人工挖地坑坚土深6m10213.69213.400.29441-2-22人工挖桩孔普通土孔深8m内10236.05210.7625.290451-2-23人工挖桩孔坚土孔深8m内10383.89342.7641.130461-2-24人工挖桩孔普通土孔深12m内10319.83285.5634.270471-2-25人工挖桩孔坚土孔深12m内10505.86451.6654.20481-2-26人工挖桩孔普通土孔深16m内10415.68371.1444.540491-2-27人工挖桩孔坚土孔深16m内10657.64587.1870.460501-2-28人工挖桩孔普通土孔深16m10479.74428.3451.40511-2-29人工挖桩孔坚土孔深16m10758.91677.681.310521-2-30人工凿松石方10157.74157.7400531-2-31人工凿坚石方10354.64354.6400541-2-32人工凿沟槽松石10186.78186.7800551-2-33人工凿沟槽坚石10502.7502.700561-2-34人工凿地坑松石10259.16259.1600571-2-35人工凿地坑坚石10756.8756.800581-2-36人工凿桩孔松石10868.07775.0693.010591-2-37人工修整爆破后基底松石1048.8448.8400第 2 页，共 114 页601-2-38人工修整爆破后基底坚石10125.84125.8400611-2-39人工修整爆破后槽坑松石1059.1859.1800621-2-40人工修整爆破后槽坑坚石10140.14140.1400631-2-41人工修整爆破后边坡松石1031.2431.2400641-2-42人工修整爆破后边坡坚石1086.2486.2400651-2-43人工运土方20m内1043.1243.1200661-2-44人工运土方200m内增运20m109.689.6800671-2-45人工运淤泥流砂20m内1096.896.800681-2-46人工运淤泥流砂200m内增运20m1014.5214.5200691-2-47人力车运土方50m内1034.7634.7600701-2-48人力车运土方500m内增运50m105.55.500711-2-49人力车运淤泥流砂50m内1078.178.100721-2-50人力车运淤泥流砂500m内增运50m108.368.3600731-2-51人工清运石渣20m内10102.3102.300741-2-52人工清运石渣200m内增运20m1018.718.700751-2-53人力车清运石渣50m内1092.6292.6200761-2-54人力车清运石渣500m内增运50m1012.112.100771-2-55人工清运石渣桩孔人工出渣10167.06149.1617.90781-2-56人工装车土方1034.3234.3200791-2-57人工装车石渣1045.9845.9800801-3-1推土机推普通土20m内1010.441.3209.12811-3-2推土机推坚土20m内1013.121.32011.8821-3-3推土机推土100m内增运20m106.44006.44831-3-4装载机装运土方20m内1010.781.3209.46841-3-5装载机装运200m内增运20m102.76002.76851-3-6铲运机铲运普通土200m内1020.831.320.0919.42861-3-7铲运机铲运坚土200m内1027.051.320.0925.64871-3-8铲运机运土500m内增运100m105.64005.64881-3-9挖掘机挖普通土1015.061.32013.74891-3-10挖掘机挖坚土1018.651.32017.33901-3-11挖掘机挖淤泥流砂1041.97.04034.86第 3 页，共 114 页911-3-12挖掘机挖槽坑普通土1014.042.64011.4921-3-13挖掘机挖槽坑坚土1015.182.64012.54931-3-14挖掘机挖普通土自卸汽车运1km内1075.141.980.272.96941-3-15挖掘机挖坚土自卸汽车运1km内1090.921.980.288.74951-3-16挖掘机挖普通土槽坑汽车运1km内1069.952.640.267.11961-3-17挖掘机挖坚土槽坑汽车运1km内1084.482.640.281.64971-3-18人工打孔爆破松石1081.9959.8422.150981-3-19人工打孔爆破坚石10165.09131.7833.310991-3-20人工打孔爆破槽坑松石10216.69161.4855.2101001-3-21人工打孔爆破槽坑坚石10425.6340.7884.8201011-3-22机械打孔爆破松石1082.9421.7828.5132.651021-3-23机械打孔爆破坚石10169.2534.9851.8882.391031-3-24机械打孔爆破槽坑松石10202.5553.2473.0676.251041-3-25机械打孔爆破槽坑坚石10418.6191.96126.67199.981051-3-26机械打孔爆破桩孔松石10375.78171.82121.5182.451061-3-27机械打孔爆破桩孔坚石10929.53368.94263.32297.271071-3-28控制爆破松石10237.349.72150.4337.151081-3-29控制爆破坚石10430.3771.72249.27109.381091-3-30控制爆破槽坑松石10410.2171.06255.5983.561101-3-31控制爆破槽坑坚石10816.34124.96428.382631111-3-32静力爆破坚石103722.29377.961927.731416.61121-3-33静力爆破槽坑坚石104135.92419.762141.941574.221131-3-34风镐破碎桩孔松石103273.59742.9489.152441.51141-3-35风镐破碎桩孔坚石104676.881061.28127.353488.251151-3-36风镐破碎鼓石101433.39334.401098.991161-3-37液压锤破碎松石10532.9113.640519.271171-3-38液压锤破碎坚石10669.7813.860655.921181-3-39液压锤破碎槽坑松石10642.6714.080628.591191-3-40液压锤破碎槽坑坚石10806.8714.30792.571201-3-41推土机推石渣20m内1030.721.76028.961211-3-42推土机推石渣100m内增运20m1019.840019.84第 4 页，共 114 页1221-3-43挖掘机挖集石渣1038.141.76036.381231-3-44挖掘机挖石渣自卸汽车运1km内10144.112.420.2141.491241-3-45装载机装土方1010.431.3209.111251-3-46装载机装石方1019.971.76018.211261-3-47挖掘机装土方109.71.3208.381271-3-48挖掘机装石方1020.041.76018.281281-3-49机动翻斗车运土方100m内1050.560050.561291-3-50机动翻斗车运土方500内增运100m106.95006.951301-3-51机动翻斗车运石方100m内10153.7800153.781311-3-52机动翻斗车运石方500内增运100m1018.420018.421321-3-53拖拉机运土方1km内1083.70083.71331-3-54拖拉机运土方增运1km109.97009.971341-3-55拖拉机运石方1km内10172.1700172.171351-3-56拖拉机运石方增运1km1020.150020.151361-3-57自卸汽车运土方1km内1046.380.660.245.521371-3-58自卸汽车运土方增运1km104.36004.361381-3-59自卸汽车运石方1km内1082.110.660.281.251391-3-60自卸汽车运石方增运1km1015.250015.251401-3-61垂直运输机械运土方1022.337.26015.071411-3-62垂直运输机械运石方1037.7512.32025.431421-3-63运输钻孔桩泥浆1km内(柱体积)10702.69141.460561.231431-3-64运输钻孔桩泥浆增运1km(柱体积)1039.920039.921441-4-1人工场地平整1013.8613.86001451-4-2机械场地平整102.70.2202.481461-4-3竣工清理103.523.52001471-4-4基底钎探十眼25.0825.08001481-4-5人工原土夯实103.523.52001491-4-6机械原土夯实103.331.9801.351501-4-7原土机械碾压100.540.2200.321511-4-8填土机械碾压1048.0510.780.2637.011521-4-9人工松填土1017.3817.3800第 5 页，共 114 页1531-4-10人工夯填土(地坪)1035.4635.20.2601541-4-11机械夯填土(地坪)1026.4211.66014.761551-4-12人工槽坑夯填土1044.26440.2601561-4-13机械槽坑夯填土1034.5815.4019.181571-4-14槽坑夯填砂10502.6857.42443.242.021581-4-15槽坑夯填石屑10309.4457.422502.021591-4-16槽坑夯填石渣10252.2274.8174.772.651602-1-13:7灰土垫层10483.08184.14288.3610.581612-1-2砂垫层10547.63102.52443.092.021622-1-3人工级配砂石垫层10692.91176.66510.485.771632-1-4天然级配砂石垫层10622.54147.4469.375.771642-1-5干铺碎石垫层10696.41147.84542.326.251652-1-61:3砂浆灌碎石垫层101049.79179.3840.7329.761662-1-7干铺碎砖垫层101202.85171.821024.786.251672-1-81:3砂浆灌碎砖垫层101514.172421248.4123.761682-1-9干铺地瓜石垫层10772.3174.68590.986.641692-1-101:3砂浆灌地瓜石垫层101232.8237.82964.3330.651702-1-11干铺毛石垫层10825.03188.1629.966.971712-1-121:3砂浆灌毛石垫层101272.3284.68951.8335.791722-1-13C154现浇无筋砼垫层101439.83224.621205.259.961732-1-14C154现浇毛石砼垫层101370.76212.961147.849.961742-2-1夯填灰土10481.01178.64291.7910.581752-2-2人工填砂石机械振动10553.4781.84470.221.411762-2-3人工填砂石机械碾压10604.8497.24495.8711.731772-2-4推土机填砂碾压10515.041.54495.8717.631782-2-5推土机挤淤碾压10529.722.64494.9432.141792-2-6填铺石屑1035197.24249.913.851802-2-7填铺碎石10693.99145.42542.326.251812-2-8抛石挤淤10510.97132.22377.61.151822-2-9填筑C154现浇毛石砼101357.56199.761147.849.961832-3-1打砼方桩12m内10871.6174.6849.75647.17第 6 页，共 114 页1842-3-2打砼方桩18m内101550.25117.4849.751383.021852-3-3打砼方桩30m内101032.770.1849.75912.771862-3-4打砼方桩30m10891.4560.0649.75781.641872-3-5压砼方桩12m内101672.95157.96163.871351.121882-3-6压砼方桩18m内101827.1166.54163.871496.691892-3-7压砼方桩30m内102251.94137.94163.871950.131902-3-8压砼方桩30m101997.87116.38163.871717.621912-3-9打砼管桩16m内1011768.17223.3 10093.111451.761922-3-10打砼管桩24m内1011524.1190.52 10093.111240.471932-3-11打砼管桩32m内1011435.48179.52 10093.111162.851942-3-12打砼管桩32m1011421.78177.32 10093.111151.351952-3-13打砼板桩1内101964.96266.6435.531662.791962-3-14打砼板桩1.5内101635.41220.8835.5313791972-3-15打砼板桩2.5内101421.12169.6235.531215.971982-3-16打砼板桩2.5101252.43148.9435.531067.961992-3-17打孔灌砼桩10m内103525.39712.141783.741029.512002-3-18打孔灌砼桩15m内102873.44430.761783.74658.942012-3-19打孔灌砼桩15m102723.85365.421783.74574.692022-3-20夯扩成孔灌注砼桩身103906.69842.821779.321284.552032-3-21夯扩成孔灌注桩夯扩砼104084.31935.441722.761426.112042-3-22螺旋钻机钻孔12m内10300.58219.56081.022052-3-23螺旋钻孔灌注砼桩12m内101954.1598.121838.6117.422062-3-24螺旋钻机钻孔12m10259.05187.66071.392072-3-25螺旋钻孔灌注砼桩12m101920.1866.221838.6115.352082-3-26回旋钻机钻孔60cm内102933.74467.0635.412431.272092-3-27回旋钻机钻孔80cm内102531.89416.0233.882081.992102-3-28回旋钻机钻孔100cm内102230.84378.431.111821.332112-3-29回旋钻机钻孔120cm内101934.36282.2625.211626.892122-3-30回旋钻机钻孔120cm101703.67255.219.141429.332132-3-31回旋钻机钻孔入岩60cm内1012768.37202427.89 10716.482142-3-32回旋钻机钻孔入岩80cm内108878.721394.3627.897456.47第 7 页，共 114 页2152-3-33回旋钻机钻孔入岩100cm内107557.191191.327.8963382162-3-34回旋钻机钻孔入岩120cm内105873.8924.8827.894921.032172-3-35回旋钻机钻孔入岩120cm104263.37691.0227.893544.462182-3-36回旋钻孔灌注砼桩102366.5380.32286.2302192-3-37人工挖孔灌注砼桩壁102120.91360.581669.8490.492202-3-38人工挖孔砌黏土砖桩壁120101797.85512.821271.3713.662212-3-39人工挖孔砌黏土砖桩壁240101797.37512.821268.5915.962222-3-40人工挖孔灌注砼桩芯101876.92274.341401.1201.482232-3-41人工挖孔灌注毛石砼桩芯101702.98191.621309.88201.482242-3-42打灰土挤密桩6m内101298.25306.46454.26537.532252-3-43打灰土挤密桩6m101049.4194.7454.26400.442262-3-44打砂桩10m内101692.92380.6599.99712.332272-3-45打砂桩15m内101495.78266.64599.99629.152282-3-46打砂桩15m101409.87213.84599.99596.042292-3-47打碎石桩10m内101614.16404.14497.69712.332302-3-48打碎石桩15m内101410.42283.58497.69629.152312-3-49打碎石桩15m101320.99227.26497.69596.042322-3-50振冲打碎石桩101160.71158.4478.11524.22332-3-51钻孔压浆碎石桩102877.31363.661948.17565.482342-3-52打砂石桩10m内101808.47404.14692712.332352-3-53打砂石桩15m内101604.73283.58692629.152362-3-54打砂石桩15m101515.3227.26692596.042372-3-55深层搅拌粉喷水泥桩(水泥10%)101062.29110.88579.49371.922382-3-56深层搅拌浆喷水泥桩(水泥10%)101037.73124.74584.3328.692392-3-57水泥桩水泥掺量每增1%1050.05050.0502402-3-58高压旋喷水泥桩成孔10213.1935.20177.992412-3-59双重管旋喷机高压旋喷水泥桩101472.66228.14550694.522422-3-60三重管旋喷机高压旋喷水泥桩102078.1253.44847.76976.92432-3-61预制钢筋砼桩接桩包角钢十根3291.39403.7231.422656.272442-3-62预制钢筋砼桩接桩包钢板十根5083.27421.521871.612790.142452-3-63预制钢筋砼桩接桩注硫磺胶泥1016832.222120.84649.69 10061.73第 8 页，共 114 页2462-3-64预制钢筋砼桩截方桩十根1165.03102.96950.2111.872472-3-65预制钢筋砼桩截管桩十根391.4883.60307.882482-3-66预制钢筋砼方桩凿桩头101205.07781.880423.192492-3-67灌注砼桩凿桩头10480.14311.30168.842502-3-68桩头钢筋整理十根18.9218.92002512-4-1强夯100t-m 25夯点 4击hm766.44119.240647.22522-4-2强夯100t-m 25夯点增减1击hm142.1124.20117.912532-4-3强夯100t-m 23夯点 4击hm705.35109.780595.572542-4-4强夯100t-m 23夯点增减1击hm128.6220.020108.62552-4-5强夯100t-m 17夯点 4击hm521.6881.40440.282562-4-6强夯100t-m 17夯点增减1击hm94.8514.74080.112572-4-7强夯100t-m 13夯点 4击hm398.6562.040336.612582-4-8强夯100t-m 13夯点增减1击hm72.1611.22060.942592-4-9强夯100t-m 10夯点 4击hm306.747.740258.962602-4-10强夯100t-m 10夯点增减1击hm55.288.58046.72612-4-11强夯100t-m 低锤满拍hm725.31107.140618.172622-4-12强夯200t-m 25夯点 4击hm1529.41159.2801370.132632-4-13强夯200t-m 25夯点增减1击hm279.3429.040250.32642-4-14强夯200t-m 23夯点 4击hm1406.71146.5201260.192652-4-15强夯200t-m 23夯点增减1击hm257.4726.840230.632662-4-16强夯200t-m 17夯点 4击hm1039.67108.240931.432672-4-17强夯200t-m 17夯点增减1击hm190.619.80170.82682-4-18强夯200t-m 13夯点 4击hm795.3282.720712.62692-4-19强夯200t-m 13夯点增减1击hm145.4115.40130.012702-4-20强夯200t-m 10夯点 4击hm611.863.580548.222712-4-21强夯200t-m 10夯点增减1击hm112.2811.660100.622722-4-22强夯200t-m 低锤满拍hm1366.66134.4201232.242732-4-23强夯300t-m 25夯点 4击hm1919.58188.3201731.262742-4-24强夯300t-m 25夯点增减1击hm370.5336.080334.452752-4-25强夯300t-m 23夯点 4击hm1766.55173.1401593.412762-4-26强夯300t-m 23夯点增减1击hm337.9833.220304.76第 9 页，共 114 页2772-4-27强夯300t-m 17夯点 4击hm1305.31128.0401177.272782-4-28强夯300t-m 17夯点增减1击hm249.5324.420225.112792-4-29强夯300t-m 13夯点 4击hm998.5297.680900.842802-4-30强夯300t-m 13夯点增减1击hm191.3518.70172.652812-4-31强夯300t-m 10夯点 4击hm767.8175.240692.572822-4-32强夯300t-m 10夯点增减1击hm147.7614.520133.242832-4-33强夯300t-m 低锤满拍hm2281.85128.702153.152842-4-34强夯400t-m 25夯点 4击hm4186.07358.8203827.252852-4-35强夯400t-m 25夯点增减1击hm896.0276.780819.242862-4-36强夯400t-m 23夯点 4击hm3850.5633003520.562872-4-37强夯400t-m 23夯点增减1击hm824.1870.620753.562882-4-38强夯400t-m 17夯点 4击hm2694.0223102463.022892-4-39强夯400t-m 17夯点增减1击hm608.6652.140556.522902-4-40强夯400t-m 13夯点 4击hm2176.52186.5601989.962912-4-41强夯400t-m 13夯点增减1击hm465.6140.040425.572922-4-42强夯400t-m 10夯点 4击hm1674.26143.6601530.62932-4-43强夯400t-m 10夯点增减1击hm359.230.80328.42942-4-44强夯400t-m 低锤满拍hm2715.64219.7802495.862952-4-45强夯500t-m 25夯点 4击hm5424.07405.4605018.612962-4-46强夯500t-m 25夯点增减1击hm1161.1286.6801074.442972-4-47强夯500t-m 23夯点 4击hm4988.39372.904615.492982-4-48强夯500t-m 23夯点增减1击hm1068.0979.860988.232992-4-49强夯500t-m 17夯点 4击hm3488.63261.1403227.493002-4-50强夯500t-m 17夯点增减1击hm788.9958.960730.033012-4-51强夯500t-m 13夯点 4击hm2819.8210.7602609.043022-4-52强夯500t-m 13夯点增减1击hm603.3645.320558.043032-4-53强夯500t-m 10夯点 4击hm2168.8162.3602006.443042-4-54强夯500t-m 10夯点增减1击hm465.3734.760430.613052-4-55强夯500t-m 低锤满拍hm3043.15263.7802779.373062-4-56强夯600t-m 25夯点 4击hm5977.86458.2605519.63072-4-57强夯600t-m 25夯点增减1击hm1268.9786.6801182.29第 10 页，共 114 页3082-4-58强夯600t-m 23夯点 4击hm5450.23372.905077.333092-4-59强夯600t-m 23夯点增减1击hm1068.0979.860988.233102-4-60强夯600t-m 17夯点 4击hm3490.69261.1403229.553112-4-61强夯600t-m 17夯点增减1击hm788.9958.960730.033122-4-62强夯600t-m 13夯点 4击hm2819.8210.7602609.043132-4-63强夯600t-m 13夯点增减1击hm603.3645.320558.043142-4-64强夯600t-m 10夯点 4击hm2168.8162.3602006.443152-4-65强夯600t-m 10夯点增减1击hm465.3734.760430.613162-4-66强夯15m 205.6528.1625.66151.833302-5-14拔钢工具桩6m内 234.553.683.72177.13312-5-15拔钢工具桩10m内 164.236.963.72123.523322-5-16拔钢工具桩15m内 133.7930.363.7299.713332-5-17拔钢工具桩15m 129.9429.483.7296.743342-5-18安拆导向夹具1057.039.2423.7424.053352-5-19土层砂浆土钉(钻孔灌浆)10105.5249.532.6523.373362-5-20岩石砂浆土钉(钻孔灌浆)10197.6752.5815.81129.283372-5-21锚杆机钻孔灌浆101134.47132591.96410.513382-5-22锚杆机入岩增加101705.5528456721.5第 11 页，共 114 页3392-5-23土层喷射砼护坡 初喷5010155.4532.5695.89273402-5-24岩层喷射砼护坡 初喷5010188.0755.66103.2529.163412-5-25喷射砼护坡每增减10mm1030.335.9419.175.223422-6-1抽水机基底排水 降水深1m内10400.264.421.07374.793432-6-2抽水机基底排水 降水深2m内10685.426.639.47639.353442-6-3抽水机基底排水 降水深3m内10862.661164.88786.783452-6-4砖砌集水井排水h2-4m内 座979.86497.2408.8973.773462-6-5钢筋笼集水井排水h2-4m内 座694.43388.96255.849.673472-6-6砼无砂管55cm集水深井103050.46418.881250.961380.623482-6-7钢筋笼集水深井101677.8453.64288.81935.353492-6-8钢管集水深井101434.22355.3111.18967.743502-6-9潜水泵抽水机集水井排水台日191.960.880191.083512-6-10单机清水泵抽水机集水井排水台日321.440.880320.563522-6-11泥浆泵抽水机集水井排水台日755.70.880754.823532-6-12轻型井点7m降水井管安拆十根1045.54344.52167.48533.543542-6-13轻型井点7m降水设备使用套天668.656658.99543.663552-6-14喷射井点10m降水井管安拆十根3791.591012566.812212.783562-6-15喷射井点10m降水设备使用套天1823.9913256.391635.63572-6-16喷射井点15m降水井管安拆十根6208.231661.66833.773712.83582-6-17喷射井点15m降水设备使用套天1917.83132150.231635.63592-6-18喷射井点20m降水井管安拆十根8214.062144.341087.664982.063602-6-19喷射井点20m降水设备使用套天1972.84132205.241635.63612-6-20喷射井点30m降水井管安拆十根10566.632782.781619.986163.873622-6-21喷射井点30m降水设备使用套天2198.8132431.21635.63632-6-22大口径600井点15m降水井管安拆 十根23641.564722.32609.0616310.23642-6-23大口径600井点15m降水设备使用 套天1819.4413251.841635.63652-6-24水平井点25m降水井管安拆十根44827.149511.72806 32509.443662-6-25水平井点25m降水设备使用套天923.5313233.25758.283672-6-26电渗井点阳极降水制安及拆除十根6679.95521.845140.91017.213682-6-27电渗井点阳极降水设备使用套天1083.14132306.62644.523692-6-28射流泵井点降水制安及拆除眼组58.2524.4219.1814.65第 12 页，共 114 页3702-6-29射流泵井点降水井点抽水组天303.6989.10214.593713-1-1M5.0砂浆砖基础101389.81267.961107.0914.763723-1-2M5.0混浆矩形砖柱周长1.2m内101748.15584.321151.5712.263733-1-3M5.0混浆矩形砖柱周长1.8m内101705.58545.381146.5413.663743-1-4M5.0混浆矩形砖柱周长1.8m101600.53441.541144.7314.263753-1-5M5.0混浆异形砖柱102040.96551.541472.8616.563763-1-6M2.5混浆单面清水砖墙 115101600.41457.61130.612.213773-1-7M2.5混浆单面清水砖墙 180101590.95451.881125.7113.363783-1-8M2.5混浆单面清水砖墙 240101514.52397.11103.3614.063793-1-9M2.5混浆单