青海省房屋建筑与装饰工程消耗量定额基价2026

,青海省房屋建筑与装饰工程消耗量定额基价青海省住房和城乡建设厅二〇二六年,青海省房屋建筑与装饰工程消耗量定额基价编制单位及主要编制人员屋建筑与装饰工程消耗量定额》（青建工〔2026〕234号）(简称消耗量定额)为基础编制，二、定额基价与消耗量定额和《青海省建筑安装工程费用项目组成及计算规则》（青建三、定额基价包含人工费、材料费、机械费，材料费中未包含未计价材料费。人工综合工日单价按省住房城乡建设厅《关于调整青海省建设工程现行定额人工费单价的通知》（青2025年《青海省建设工程消耗量定额混凝土、砂浆配合比》取定，机械台班单价按2025年《青海省施工机械台班费用单价（西宁地区）》《青海省施工仪器仪表台班费用单价（西宁四、定额基价有带()者，该基价未包含未计价材料费，需按未计价材料的定额消耗量和 第一章土石方工程单位：元定额编号项目名称计量单位人工费材料费机械费人工挖沟槽土方(槽深)一、二类土≤2m268.69268.690.000.00人工挖沟槽土方(槽深)一、二类土>2m467.51467.510.000.00人工挖沟槽土方(槽深)三类土≤2m666.03666.030.000.00人工挖沟槽土方(槽深)三类土>2m874.77874.770.000.00人工挖沟槽土方(槽深)四类土≤2m993.05993.050.000.00人工挖沟槽土方(槽深)四类土>2m1240.131240.130.000.00人工挖基坑土方(坑深)一、二类土≤2m321.99321.990.000.00人工挖基坑土方(坑深)一、二类土>2m492.53492.530.000.00人工挖基坑土方(坑深)三类土≤2m723.47723.470.000.001-10人工挖基坑土方(坑深)三类土>2m985.35985.350.000.001-11人工挖基坑土方(坑深)四类土≤2m1080.251080.250.000.001-12人工挖基坑土方(坑深)四类土>2m1327.621327.620.000.001-13人工挖大型基坑土方(基深)一、二类土≤2m246.63246.630.000.001-14人工挖大型基坑土方(基深)一、二类土>2m433.02433.020.000.001-15人工挖大型基坑土方(基深)三类土≤2m435.98435.980.000.001-16人工挖大型基坑土方(基深)三类土>2m727.02727.020.000.001-17人工挖大型基坑土方(基深)四类土≤2m632.57632.570.000.001-18人工挖大型基坑土方(基深)四类土>2m907.49907.490.000.001-19人工开挖人工挖冻土基深≤2m1457.751457.750.000.001-20爆破后人工开挖人工挖冻土基深≤2m784.58736.8047.780.001-21人工挖淤泥流砂796.01796.010.000.001-22原土夯实人工100m2205.33205.330.000.001-23夯填土人工地坪193.42192.900.520.001-24夯填土人工槽坑252.93252.410.520.001-25人工装车土方179.72179.720.000.001-26人工运土方运距≤20m188.90188.900.000.001-27人工运土方运距≤200m,每增20m36.1236.120.000.001-28人力车运土方运距≤50m169.95169.950.000.001-29人力车运土方运距≤500m,每增50m36.1236.120.000.001-30人工运淤泥流砂运距≤20m358.85358.850.000.001-31人工运淤泥流砂运距≤200m,每增20m68.5468.540.000.00定额编号项目名称计量单位人工费材料费机械费1-32人力车运淤泥流砂运距≤50m282.31282.310.000.001-33人力车运淤泥流砂运距≤500m,每增50m68.3968.390.000.001-34挖掘机挖单独土方一、二类土100m³274.2729.610.00244.661-35挖掘机挖单独土方三类土100m³320.6929.610.00291.081-36挖掘机挖单独土方四类土100m³362.7729.610.00333.161-37挖掘机挖装单独土方一、二类土100m³346.8629.610.00317.251-38挖掘机挖装单独土方三类土100m³408.7929.610.00379.181-39挖掘机挖装单独土方四类土100m³462.8729.610.00433.261-40挖掘机挖槽坑土方一、二类土49.3719.990.0029.381-41挖掘机挖槽坑土方三类土63.3631.380.0031.981-42挖掘机挖槽坑土方四类土80.4444.560.0035.881-43挖掘机挖装槽坑土方一、二类土76.8719.990.0056.881-44挖掘机挖装槽坑土方三类土94.2331.380.0062.851-45挖掘机挖装槽坑土方四类土113.3944.560.0068.831-46小型挖掘机挖槽坑土方一、二类土71.0427.680.0043.361-47小型挖掘机挖槽坑土方三类土79.3927.680.0051.711-48小型挖掘机挖槽坑土方四类土87.7427.680.0060.061-49小型挖掘机挖装槽坑土方一、二类土107.7527.680.0080.071-50小型挖掘机挖装槽坑土方三类土118.8527.680.0091.171-51小型挖掘机挖装槽坑土方四类土135.8327.680.00108.151-52挖掘机挖大型基坑土方一、二类土36.7613.030.0023.731-53挖掘机挖大型基坑土方三类土47.3119.250.0028.061-54挖掘机挖大型基坑土方四类土57.7426.800.0030.941-55挖掘机挖装大型基坑土方一、二类土51.6813.030.0038.651-56挖掘机挖装大型基坑土方三类土65.3419.250.0046.091-57挖掘机挖装大型基坑土方四类土80.3326.800.0053.531-58挖掘机挖内支撑土方一、二类土207.5829.160.00178.421-59挖掘机挖内支撑土方三类土253.2336.570.00216.661-60挖掘机挖内支撑土方四类土305.4240.710.00264.711-61挖掘机挖淤泥流砂75.4917.020.0058.471-62原土夯实小型机械100m2125.90116.360.009.541-63夯填土小型机械地坪114.4996.520.0017.971-64夯填土小型机械槽坑149.64126.130.0023.511-65机械碾压原土一遍100m226.8812.580.0014.301-66机械碾压填土两遍122.94101.700.5220.721-67机械碾压填土每增加一遍7.150.000.007.151-68推土机推运单独土方一、二类土运距≤20m27.815.630.0022.181-69推土机推运单独土方三类土运距≤20m31.315.630.0025.68定额编号项目名称计量单位人工费材料费机械费1-70推土机推运单独土方四类土运距≤20m35.985.630.0030.351-71推土机推运单独土方运距≤100m每增运20m22.180.000.0022.181-72装载机装运单独土方运距≤20m30.125.630.0024.491-73装载机装运单独土方运距≤200m每增运20m7.940.000.007.941-74机械垂直提土78.3640.860.0037.501-75装载机装车土方21.455.920.0015.531-76挖掘机装车土方38.335.920.0032.411-77机动翻斗车运土方运距≤100m134.800.000.00134.801-78机动翻斗车运土方运距≤500m每增运100m14.770.000.0014.771-79自卸汽车运土方运距≤1km66.713.850.0062.861-80自卸汽车运土方运距≤30km每增运1km15.170.000.0015.171-81泥浆罐车运淤泥流砂运距≤1km1033.95396.160.00637.791-82泥浆罐车运淤泥流砂运距≤5km运距每增运1km86.190.000.0086.191-83人工凿单独石方极软岩683.80683.800.000.001-84人工凿单独石方软岩856.12856.120.000.001-85人工凿单独石方较软岩1081.731081.730.000.001-86人工凿单独石方较硬岩2473.162473.160.000.001-87人工凿单独石方坚硬岩4170.144170.140.000.001-88人工凿沟槽石方极软岩788.16788.160.000.001-89人工凿沟槽石方软岩1249.011249.010.000.001-90人工凿沟槽石方较软岩1678.481678.480.000.001-91人工凿沟槽石方较硬岩4134.314134.310.000.001-92人工凿沟槽石方坚硬岩6811.326811.320.000.001-93人工凿基坑石方极软岩809.78809.780.000.001-94人工凿基坑石方软岩1287.801287.800.000.001-95人工凿基坑石方较软岩3061.173061.170.000.001-96人工凿基坑石方较硬岩6348.706348.700.000.001-97人工凿基坑石方坚硬岩9664.649664.640.000.001-98人工清理爆破基底单独石方极软岩100m31216.301216.300.000.001-99人工清理爆破基底单独石方软岩100m31511.931511.930.000.001-100人工清理爆破基底单独石方较软岩100m31880.851880.850.000.001-101人工清理爆破基底单独石方较硬岩100m34260.744260.740.000.001-102人工清理爆破基底单独石方坚硬岩100m37320.287320.280.000.001-103人工清理爆破基底槽坑石方极软岩100m31341.691341.690.000.001-104人工清理爆破基底槽坑石方软岩100m32006.982006.980.000.001-105人工清理爆破基底槽坑石方较软岩100m33689.453689.450.000.00定额编号项目名称计量单位人工费材料费机械费1-106人工清理爆破基底槽坑石方较硬岩100m38323.408323.400.000.001-107人工清理爆破基底槽坑石方坚硬岩100m316643.5516643.550.000.001-108人工修整爆破边坡极软岩100m31010.671010.670.000.001-109人工修整爆破边坡软岩100m31307.641307.640.000.001-110人工修整爆破边坡较软岩100m32081.592081.590.000.001-111人工修整爆破边坡较硬岩100m34709.004709.000.000.001-112人工修整爆破边坡坚硬岩100m39051.469051.460.000.001-113人工挖石渣单独石方281.28281.280.000.001-114人工挖石渣槽坑413.62413.620.000.001-115人工装机动车石渣240.42240.420.000.001-116人工运石渣运距≤20m391.12391.120.000.001-117人工运石渣运距≤200m每增运20m77.1377.130.000.001-118人工运石渣运距≤50m281.42281.420.000.001-119人工运石渣运距≤500m每增运50m46.1946.190.000.001-120液压锤破碎石方极软岩291.0222.210.00268.811-121液压锤破碎石方软岩372.3828.420.00343.961-122液压锤破碎石方较软岩566.4043.230.00523.171-123液压锤破碎石方较硬岩804.2861.440.00742.841-124液压锤破碎石方坚硬岩1145.3887.490.001057.891-125静力破碎石方2605.991472.55382.94750.501-126挖掘机挖石渣44.825.920.0038.901-127挖掘机挖装石渣94.215.920.0088.291-128装载机装车石渣32.325.920.0026.401-129挖掘机装车石渣81.265.920.0075.341-130推土机推运石渣运距≤20m70.135.920.0064.211-131推土机推运石渣运距≤100m每增运20m44.360.000.0044.361-132机动翻斗车运石渣运距≤100m352.920.000.00352.921-133机动翻斗车运石渣运距≤500m每增运100m30.240.000.0030.241-134自卸汽车运石渣运距≤1km125.243.850.00121.391-135自卸汽车运石渣运距≤30km每增运1km28.180.000.0028.181-136人工平整场地100m2467.95467.950.000.001-137机械平整场地100m2164.679.180.00155.491-138基底钎探100m2642.85528.5066.9147.441-139筛土465.29465.290.000.001-140松填土66.3266.320.000.00第二章地基处理与边坡支护工程单位：元定额编号项目名称计量单位人工费材料费机械费2-1夯填灰土2162.85772.471382.987.402-2夯填素土721.89413.62293.6214.652-3人工填砂石机械振动1268.04325.98935.906.162-4人工填砂石机械碾压1279.44281.28990.307.862-5推土机填砂石机械碾压1019.136.96990.3021.872-6推土机填砂石挤淤碾压1063.8311.99988.8063.042-7填铺砂1428.64433.31991.224.112-8填铺石屑1648.21433.311210.794.112-9填铺碎石1618.01625.17986.516.332-10填筑毛石混凝土3354.47351.893002.580.002-11铺土工织物100m21018.91445.60573.310.002-12铺土工格栅100m22051.71611.851439.860.002-13铺塑料排水板100m21987.09433.461553.630.002-14夯击能1000kN·m7夯点4击100m2591.86172.610.00419.252-15夯击能1000kN·m7夯点每增减1击100m2108.6931.680.0077.012-16夯击能1000kN·m4夯点4击100m2338.7698.740.00240.022-17夯击能1000kN·m4夯点每增减1击100m262.6418.060.0044.582-18夯击能2000kN·m7夯点4击100m2909.99230.500.00679.492-19夯击能2000kN·m7夯点每增减1击100m2166.0842.040.00124.042-20夯击能2000kN·m4夯点4击100m2519.66131.760.00387.902-21夯击能2000kN·m4夯点每增减1击100m295.2223.980.0071.242-22夯击能3000kN·m7夯点4击100m21185.91272.390.00913.522-23夯击能3000kN·m7夯点每增减1击100m2222.6648.710.00173.952-24夯击能3000kN·m4夯点4击100m2676.26155.740.00520.522-25夯击能3000kN·m4夯点每增减1击100m2128.8229.760.0099.062-26夯击能4000kN·m7夯点4击100m22408.13519.620.001888.512-27夯击能4000kN·m7夯点每增减1击100m2505.21109.250.00395.962-28夯击能4000kN·m4夯点4击100m21377.22296.970.001080.252-29夯击能4000kN·m4夯点每增减1击100m2289.0662.470.00226.592-30夯击能5000kN·m7夯点4击100m22771.57563.000.002208.572-31夯击能5000kN·m7夯点每增减1击100m2582.27118.280.00463.992-32夯击能5000kN·m4夯点4击100m21582.57321.690.001260.882-33夯击能5000kN·m4夯点每增减1击100m2333.1467.510.00265.632-34夯击能6000kN·m7夯点4击100m23049.44619.400.002430.04—10—定额编号项目名称计量单位人工费材料费机械费2-35夯击能6000kN·m7夯点每增减1击100m2641.83130.280.00511.552-36夯击能6000kN·m4夯点4击100m21744.58353.960.001390.622-37夯击能6000kN·m4夯点每增减1击100m2367.9374.460.00293.472-38夯击能8000kN·m4夯点4击100m22392.66413.620.001979.042-39夯击能8000kN·m4夯点每增减1击100m2471.7181.570.00390.142-40夯击能10000kN·m4夯点4击100m23225.33496.670.002728.662-41夯击能10000kN·m4夯点每增减1击100m2602.9692.820.00510.142-42夯击能800kN·m1遍2击100m2655.18215.550.00439.632-43夯击能800kN·m每增加1击100m2327.99107.770.00220.222-44夯击能1000kN·m1遍2击100m2863.82271.210.00592.612-45夯击能1000kN·m每增加1击100m2432.36135.600.00296.762-46夯击能1500kN·m1遍2击100m21179.71377.060.00802.652-47夯击能1500kN·m每增加1击100m2589.93188.600.00401.332-48夯击能2000kN·m1遍2击100m22090.45632.430.001458.022-49夯击能2000kN·m每增加1击100m21045.89316.210.00729.682-50夯击能2500kN·m1遍2击100m22669.13749.230.001919.902-51夯击能2500kN·m每增加1击100m21336.04374.690.00961.352-52100m24617.031061.740.003555.292-53夯击能3000kN·m每增加1击100m22308.52530.870.001777.652-54振冲碎石桩2809.53531.461235.701042.372-55钻孔压浆碎石桩5389.961553.683169.10667.182-56沉管碎石桩（桩长）≤10m4646.231540.951370.191735.092-57沉管碎石桩（桩长）≤15m3881.321150.711370.191360.422-58沉管碎石桩（桩长）>15m3750.651091.651370.191288.812-59砂石桩（桩长）≤10m5054.641573.071746.481735.092-60砂石桩（桩长）≤15m4288.851181.951746.481360.422-61砂石桩（桩长）>15m4156.991121.701746.481288.812-62水泥粉煤灰碎石桩(桩径≤500mm)5322.85943.162555.961823.732-63灰土挤密桩（桩长）≤6m3883.871341.831637.03905.012-64灰土挤密桩（桩长）>6m3191.34880.101637.03674.212-65深层水泥搅拌桩粉喷桩(水泥掺量13%)1810.08463.07861.80485.212-66深层水泥搅拌桩浆喷桩(水泥掺量13%)1783.82332.35872.46579.012-67深层水泥搅拌桩水泥掺量每增加1%65.630.0065.630.002-68三轴水泥搅拌桩二搅二喷1724.80243.231157.25324.322-69三轴水泥搅拌桩插、拔型钢12140.68648.129309.832182.73定额编号项目名称计量单位人工费材料费机械费2-70预钻孔道高压旋喷(摆喷)水泥桩成孔100m4183.131178.4097.462907.272-71预钻孔道高压旋喷(摆喷)水泥桩单重管2269.67780.471173.65315.552-72预钻孔道高压旋喷(摆喷)水泥桩双重管2764.50876.541345.41542.552-73预钻孔道高压旋喷(摆喷)水泥桩三重管3552.81902.451894.37755.992-74分层注浆钻孔100m4410.191137.102267.771005.322-75分层注浆注浆1231.39361.81770.2199.372-76压密注浆钻孔100m5118.341687.662267.771162.912-77压密注浆注浆933.08339.01504.6489.432-78凿水泥桩桩头624.52496.970.00127.552-79凿素混凝土桩头1015.89822.810.00193.082-80现浇导墙混凝土3892.42360.773531.650.002-81现浇导墙混凝土模板10m2581.15316.36264.790.002-82地下连续墙成槽≤25m2294.06660.26214.481419.322-83地下连续墙成槽≤35m2481.33746.86214.481519.992-84地下连续墙成槽≤45m3424.111244.42214.481965.212-85地下连续墙成槽≤55m4889.611397.20214.483277.932-86锁口管吊拔≤15m20684.8716173.373181.561329.942-87锁口管吊拔≤25m31972.3617329.413279.7011363.252-88锁口管吊拔≤35m45240.6222357.306193.7016689.622-89锁口管吊拔≤45m53223.0527605.918364.7217252.422-90锁口管吊拔≤55m72478.9733111.818782.8630584.302-91地下连续墙清底置换20903.6510150.810.0010752.842-92地下连续墙浇筑混凝土5659.67283.945375.730.002-93凿地下连续墙超灌混凝土2155.291912.820.00242.472-94打、拔钢板桩（桩长）≤6m10446.002700.25593.297152.462-95打、拔钢板桩（桩长）≤10m7507.471957.68593.294956.502-96打、拔钢板桩（桩长）≤15m5635.931293.87593.293748.772-97打、拔钢板桩（桩长）>15m4979.991203.86593.293182.842-98安拆导向夹具100m1191.63394.97398.50398.162-99土钉支护（钻孔、注浆）钢筋100m5409.562140.51457.542811.512-100土钉支护（钻孔、注浆）钢管100m5114.521050.791252.222811.512-101土层锚杆机械钻孔（孔径mm）≤100100m3016.181358.270.001657.912-102土层锚杆机械钻孔（孔径mm）≤150100m3515.851565.080.001950.772-103土层锚杆机械钻孔（孔径mm）≤200100m3966.551771.740.002194.81—12—定额编号项目名称计量单位人工费材料费机械费2-104锚杆机入岩增加100m9426.373672.72146.205607.452-105土层套管机械钻孔（孔径mm）≤100100m3405.831494.020.001911.812-106土层套管机械钻孔（孔径mm）≤150100m3900.981721.560.002179.422-107土层套管机械钻孔（孔径mm）≤200100m4390.051948.950.002441.102-108土层锚杆锚孔注浆（孔径mm）≤100100m1271.98328.65769.43173.902-109土层锚杆锚孔注浆（孔径mm）≤150100m1528.34410.37944.07173.902-110土层锚杆锚孔注浆（孔径mm）≤200100m2338.93532.351582.99223.592-111土层套管锚孔注浆（孔径mm）≤100100m2499.19361.511783.48354.202-112土层套管锚孔注浆（孔径mm）≤150100m3001.94451.522196.22354.202-113土层套管锚孔注浆（孔径mm）≤200100m4781.28585.653740.23455.402-114钢筋锚杆（土钉）制作、安装46394.355736.9935101.485555.882-115钢管锚杆（土钉）制作、安装55162.034951.4944839.935370.612-116锚杆锚头制作、安装、张拉、锁定3840.491519.631696.09624.772-117锚索制作、安装及张拉t14399.691721.1112056.28622.302-118锚索锚墩、承压板制作、安装2060.901439.10621.800.002-119喷射混凝土护坡（厚度mm）初喷50100m²3903.761390.392105.75407.622-120喷射混凝土护坡（厚度mm）每增减10100m²753.79253.30421.1079.392-121木挡土板疏板木撑100m22774.601560.931213.670.002-122木挡土板疏板钢撑100m22028.631193.94834.690.002-123木挡土板密板木撑100m23528.362010.531517.830.002-124木挡土板密板钢撑100m22618.041531.921086.120.002-125钢挡土板疏板木撑100m22446.391581.66864.730.002-126钢挡土板疏板钢撑100m21739.591203.12536.470.002-127钢挡土板密板木撑100m22933.862010.53923.330.002-128钢挡土板密板钢撑100m22123.011550.57572.440.002-129混凝土冠梁3965.36343.753621.610.002-130混凝土冠梁模板100m24229.112382.561845.700.852-131混凝土腰梁4003.41381.803621.610.002-132混凝土腰梁模板100m24412.532565.981845.700.852-133钢支撑（基坑深度）≤15m安装7446.821974.413183.162289.252-134钢支撑（基坑深度）≤15m拆除4400.922698.0326.331676.562-135钢支撑（基坑深度）>15m安装7382.901869.892528.562984.452-136钢支撑（基坑深度）>15m拆除4662.202274.1926.332361.682-137围檩安装、拆除6349.381477.143460.771411.472-138钢腰梁37291.632755.7633422.351113.52第三章桩基工程单位：元定额编号项目名称计量单位人工费材料费机械费3-1打预制钢筋混凝土方桩（桩长）≤12m(1846.78)667.810.001178.973-2打预制钢筋混凝土方桩（桩长）≤25m(2146.39)553.520.001592.873-3打预制钢筋混凝土方桩（桩长）≤45m(1834.54)474.470.001360.073-4打预制钢筋混凝土方桩（桩长）>45m(1684.72)412.880.001271.843-5压预制钢筋混凝土方桩（桩长）≤12m(1351.14)448.120.00903.023-6压预制钢筋混凝土方桩（桩长）≤25m(1771.19)351.450.001419.743-7压预制钢筋混凝土方桩（桩长）≤45m(1574.01)281.130.001292.883-8压预制钢筋混凝土方桩（桩长）>45m(1466.91)246.040.001220.873-9打预制钢筋混凝土板桩（单桩体积）≤(3857.01)954.560.002902.453-10打预制钢筋混凝土板桩（单桩体积）≤1.5m3(3198.65)791.570.002407.083-11打预制钢筋混凝土板桩（单桩体积）≤2.5m3(2524.17)604.150.001920.023-12打预制钢筋混凝土板桩（单桩体积）>2.5m3(2216.88)530.580.001686.303-13打预应力钢筋混凝土管桩（桩径）≤400mm100m(1809.85)632.570.001177.283-14打预应力钢筋混凝土管桩（桩径）≤500mm100m(2801.44)696.680.002104.763-15打预应力钢筋混凝土管桩（桩径）≤600mm100m(3033.28)715.770.002317.513-16打预应力钢筋混凝土管桩（桩径）>600mm100m(3164.94)746.420.002418.523-17压预应力钢筋混凝土管桩（桩径）≤400mm100m(3211.55)506.000.002705.553-18压预应力钢筋混凝土管桩（桩径）≤500mm100m(3536.67)557.370.002979.303-19压预应力钢筋混凝土管桩（桩径）≤600mm100m(3636.18)572.470.003063.713-20压预应力钢筋混凝土管桩（桩径）>600mm100m(4422.78)695.200.003727.583-21打钢管桩（桩径）≤450mm桩长≤30m(5063.32)1527.030.003536.293-22打钢管桩（桩径）≤450mm桩长>30m(3752.45)1131.770.002620.683-23打钢管桩（桩径）≤650mm桩长≤30m(4795.35)1082.470.003712.883-24打钢管桩（桩径）≤650mm桩长>30m(3759.94)848.710.002911.233-25打钢管桩（桩径）≤1000mm桩长≤30m(3752.70)790.830.002961.873-26打钢管桩（桩径）≤1000mm桩长>30m(2793.71)588.760.002204.95—16—定额编号项目名称计量单位人工费材料费机械费3-27钢管桩内切割（桩径）≤450mm1956.40563.59499.22893.593-28钢管桩内切割（桩径）≤650mm2127.66624.58510.20992.883-29钢管桩内切割（桩径）≤1000mm2390.14685.72612.251092.173-30钢管桩精割盖帽（桩径）≤450mm2112.53675.06510.98926.493-31钢管桩精割盖帽（桩径）≤650mm2902.84928.21738.491236.143-32钢管桩精割盖帽（桩径）≤1000mm4204.111357.971101.981744.163-33钢管内取土、填芯管内钻孔取土1385.51822.210.00563.303-34钢管内取土、填芯管内填混凝土4494.88560.783932.331.773-35钢管内取土、填芯管内填黄砂1194.36147.741044.851.773-36钢管内取土、填芯管内填碎石1271.86245.301024.791.773-37静钻根植桩成孔(桩径)≤5501556.38355.59198.851001.943-38静钻根植桩成孔(桩径)≤6501162.22265.44160.89735.893-39静钻根植桩成孔(桩径)≤8001015.34224.13127.30663.913-40静钻根植桩注浆桩端1716.56158.5525.521532.493-41静钻根植桩注浆桩周1718.96158.5527.921532.493-42静钻根植桩植桩(桩径)≤550100m(2078.17)421.91162.991493.273-43静钻根植桩植桩(桩径)≤650100m(2394.02)448.71187.981757.333-44静钻根植桩植桩(桩径)≤800100m(3012.53)587.87223.232201.433-45预制钢筋混凝土桩接桩包角钢2027.32869.29321.19836.843-46预制钢筋混凝土桩接桩包钢板3749.57676.392335.65737.533-47预制钢筋混凝土桩接桩法兰连接3427.63659.521194.591573.523-48钢管桩电焊接桩（桩径）≤450mm1420.54575.1497.17748.233-49钢管桩电焊接桩（桩径）≤650mm2194.81614.96146.311433.543-50钢管桩电焊接桩（桩径）≤1000mm3053.43670.92223.712158.803-51预制钢筋混凝土桩截桩方桩813.67373.80342.1097.773-52预制钢筋混凝土桩截桩管桩600.50303.63230.9265.953-53凿桩头预制钢筋混凝土桩1487.231194.390.00292.843-54凿桩头灌注钢筋混凝土桩1199.71990.540.00209.173-55桩头钢筋整理69.1369.130.000.003-56回旋钻机钻桩孔（桩径）≤800mm2729.88884.24173.971671.673-57回旋钻机钻桩孔（桩径）≤1000mm2269.08780.02165.411323.653-58回旋钻机钻桩孔（桩径）≤1200mm1799.15675.80164.17959.183-59回旋钻机钻桩孔（桩径）≤1500mm1437.50536.79139.23761.483-60回旋钻机钻桩孔（桩径）≤800mm入岩增加14251.276696.0017.697537.583-61回旋钻机钻桩孔（桩径）≤1000mm入岩增加12711.375759.0514.786937.54定额编号项目名称计量单位人工费材料费机械费3-62回旋钻机钻桩孔（桩径）≤1200mm入岩增加11126.004821.8111.916292.283-63回旋钻机钻桩孔（桩径）≤1500mm入岩增加8743.294018.559.434715.313-64旋挖钻机钻桩孔（桩径）≤800mm2814.27694.3161.222058.743-65旋挖钻机钻桩孔（桩径）≤1000mm2303.06472.5454.451776.073-66旋挖钻机钻桩孔（桩径）≤1200mm2249.19468.4051.471729.323-67旋挖钻机钻桩孔（桩径）≤1500mm1868.76348.7847.311472.673-68旋挖钻机钻桩孔（桩径）≤800mm入岩增加11148.87956.6346.8310145.413-69旋挖钻机钻桩孔（桩径）≤1000mm入岩增加6709.27942.2740.155726.853-70旋挖钻机钻桩孔（桩径）≤1200mm入岩增加4391.20928.2133.473429.523-71旋挖钻机钻桩孔（桩径）≤1500mm入岩增加3725.04694.7523.813006.483-72冲击钻机成孔（桩径）≤1000mm2994.731230.66271.081492.993-73冲击钻机成孔（桩径）≤1500mm2571.76997.20263.491311.073-74冲击钻机成孔（桩径）≤1000mm入岩增加12553.915923.0831.306599.533-75冲击钻机成孔（桩径）≤1500mm入岩增加11709.795289.1713.926406.703-76冲孔桩机带冲抓锤成孔（桩长）≤15m5577.552335.78581.952659.823-77冲孔桩机带冲抓锤成孔（桩长）≤30m6719.872870.94581.953266.983-78冲孔桩机带冲抓锤成孔（桩长）>30m7711.533335.79581.953793.793-79冲孔桩机带冲击锤成孔（桩长）≤15m5896.952492.11563.242841.603-80冲孔桩机带冲击锤成孔（桩长）≤30m7116.923063.39563.243490.293-81冲孔桩机带冲击锤成孔（桩长）>30m8175.913559.33563.244053.343-82冲孔桩机带冲击锤成孔（桩长）≤15m入岩21102.759594.92570.3910937.443-83冲孔桩机带冲击锤成孔（桩长）≤30m入岩25799.7611794.05570.3913435.323-84冲孔桩机带冲击锤成孔（桩长）>30m入岩29876.5413703.17570.3915602.983-85挤扩支盘钻孔（桩径）≤800mm1874.74292.5318.001564.213-86挤扩支盘钻孔（桩径）>800mm1533.17239.9712.061281.143-87沉管桩成孔（桩长）振动式≤12m1818.65790.8364.80963.023-88沉管桩成孔（桩长）振动式≤25m1423.90614.9666.37742.573-89沉管桩成孔（桩长）振动式>25m1292.44551.1568.34672.953-90沉管桩成孔锤击式1551.87727.0268.34756.51—18—定额编号项目名称计量单位人工费材料费机械费3-91沉管桩成孔夯扩式2803.891341.9868.341393.573-92螺旋钻机钻桩孔（桩径）≤400mm1347.29739.7619.36588.173-93螺旋钻机钻桩孔（桩径）≤600mm1135.66632.8718.68484.113-94螺旋钻机钻桩孔（桩径）≤800mm990.39492.2318.68479.483-95回旋钻孔5817.15164.185495.93157.043-96旋挖钻孔6092.93210.965724.93157.043-97冲击钻孔6210.03328.065724.93157.043-98冲孔钻孔6431.33320.365953.93157.043-99沉管成孔5727.60303.635266.93157.043-100螺旋钻孔5856.38203.415495.93157.043-101人工挖桩孔土方桩径≤1000m孔深≤10m1210.521210.520.000.003-102人工挖桩孔土方桩径≤1000m孔深≤15m1595.581595.580.000.003-103人工挖桩孔土方桩径≤1000m孔深≤20m1914.751914.750.000.003-104人工挖桩孔土方桩径>1000m孔深≤15m1600.731109.560.00491.173-105人工挖桩孔土方桩径>1000m孔深≤20m1930.111331.470.00598.643-106人工挖桩孔土方桩径>1000m孔深≤25m2327.241597.650.00729.593-107人工挖桩孔土方桩径>1000m孔深>25m2804.971917.410.00887.563-108人工挖孔桩入岩1713.701515.782.37195.553-109人工清桩孔石渣580.61580.610.000.003-110人工挖孔灌注混凝土桩桩壁模板10m2667.34474.62187.814.913-111人工挖孔灌注混凝土桩桩壁现浇混凝土4903.771165.963737.810.003-112人工挖孔灌注混凝土桩桩壁预制混凝土(1256.42)1256.420.000.003-113人工挖孔灌注混凝土桩桩芯混凝土4792.22531.613936.33324.283-114人工挖孔灌注混凝土桩桩芯毛石混凝土4528.19479.803634.09414.303-115钻孔压浆桩（主杆直径）≤300mm100m38061.0318587.168643.4610830.413-116钻孔压浆桩（主杆直径）≤400mm100m44896.0520823.7511695.9212376.383-117钻孔压浆桩（主杆直径）≤600mm100m51628.8722352.4114913.9814362.483-118注浆管埋设100m1253.74281.57944.2227.953-119桩底(侧)后压浆8875.273812.773547.081515.423-120声测管埋设100m2538.41147.002391.410.00第四章砌筑工程单位：元定额编号项目名称计量单位人工费材料费机械费4-1实心砖基础240×115×535112.381244.873803.1864.334-2实心砖基础190×90×535082.591508.683506.6367.284-3实心砖实砌墙240×115×531/4砖6354.913079.683243.0732.164-4实心砖实砌墙240×115×531/2砖5722.562062.053607.9852.534-5实心砖实砌墙240×115×533/4砖5744.881984.333702.9257.634-6实心砖实砌墙240×115×531砖5342.441504.833775.7061.914-7实心砖实砌墙240×115×531砖半及以上5240.211347.163828.4564.604-8实心砖实砌墙190×90×531/2砖5943.302550.583335.9056.824-9实心砖实砌墙190×90×531砖5486.891849.173568.8468.884-10多孔砖实砌墙240×115×901/2砖4955.641303.643611.8040.204-11多孔砖实砌墙240×115×901砖5066.521216.593799.2750.664-12多孔砖实砌墙240×115×901砖半及以上5068.691135.173878.5754.954-13多孔砖实砌墙190×190×901砖4828.341104.233679.6244.494-14空心砖实砌墙(卧砌)240×240×1151/2砖3496.161278.922193.3923.854-15空心砖实砌墙(卧砌)240×240×1151砖3534.281047.382451.2535.654-16空心砖实砌墙(卧砌)240×240×1151砖半及以上3514.26917.112556.9540.204-17实心砖空斗墙240×115×53一眠一斗4238.691505.122696.3137.264-18实心砖空斗墙240×115×53一眠三斗4121.431507.052578.7335.654-19实心砖空斗墙240×115×53一眠五斗4086.421507.052544.2635.114-20实心砖空斗墙240×115×53全空斗4032.251509.122488.5534.584-21实心砖空花墙240×115×534436.351971.452432.7432.164-22实心砖砖碹240×115×537416.602907.804447.4261.384-23实心砖方柱240×115×535690.581911.343721.8857.36—22—定额编号项目名称计量单位人工费材料费机械费4-24实心砖异型柱240×115×537219.282393.814753.3772.104-25多孔砖方柱240×115×905520.171676.263794.8649.054-26实心砖检查井240×115×53内径周长：1.0m以内预拌砂浆座581.56399.71165.1516.704-27实心砖检查井240×115×53内径周长：1.5m以内预拌砂浆座1170.87758.26387.1525.464-28实心砖检查井240×115×53内径周长：2.0m以内预拌砂浆座1430.03921.70475.1233.214-29实心砖检查井240×115×53内径周长：2.6m以内预拌砂浆座1689.051085.58562.0341.444-30实心砖检查井（每增减20cm深）240×115×53内径周长：1.0m以内预拌砂浆座93.1970.4722.180.544-31实心砖检查井（每增减20cm深）240×115×53内径周长：1.5m以内预拌砂浆座207.27140.6465.291.344-32实心砖检查井（每增减20cm深）240×115×53内径周长：2.0m以内预拌砂浆座233.35154.7077.041.614-33实心砖检查井（每增减20cm深）240×115×53内径周长：2.6m以内预拌砂浆座291.43197.0492.511.884-34铸铁井盖安装预拌砂浆座328.3524.57303.510.274-35实心砖零星砌砖240×115×536173.922406.983709.5857.364-36多孔砖零星砌砖240×115×905676.791911.943719.0245.834-37砖散水、地坪(平铺)240×115×53100m22768.50774.251975.4918.764-38实心砖地沟240×115×535305.231184.024053.9367.284-39实心砖贴砌砖墙240×115×531/4砖7972.303226.834662.6582.824-40实心砖贴砌砖墙240×115×531/2砖6524.782182.264266.6775.854-41轻集料混凝土小型空心砌块墙(盲孔)240厚7657.841123.486505.4128.95定额编号项目名称计量单位人工费材料费机械费4-42轻集料混凝土小型空心砌块墙(盲孔)190厚7694.861204.166461.2229.484-43轻集料混凝土小型空心砌块墙(盲孔)120厚7287.831219.266041.2327.344-44烧结空心砌块墙(卧砌)240厚4417.331133.693259.7923.854-45烧结空心砌块墙(卧砌)190厚4311.011212.743074.4223.854-46烧结空心砌块墙(卧砌)115厚3878.091243.242611.0023.854-47蒸压加气混凝土砌块墙≤150厚砂浆3532.571247.682265.8619.034-48蒸压加气混凝土砌块墙≤150厚粘结剂8789.261086.917697.534.824-49蒸压加气混凝土砌块墙≤200厚砂浆3124.931017.922087.9819.034-50蒸压加气混凝土砌块墙≤200厚粘结剂8397.51879.957512.744.824-51蒸压加气混凝土砌块墙≤300厚砂浆3044.55937.542087.9819.034-52蒸压加气混凝土砌块墙≤300厚粘结剂8317.12799.567512.744.824-53加气混凝土砌块L形专用连接件70.0641.0129.050.004-54聚氨酯(PU)发泡剂嵌缝100m3470.49472.542997.950.004-55料石基础毛料石浆砌5339.921099.944133.04106.944-56料石基础粗料石浆砌3833.251080.992714.4737.794-57料石勒脚粗料石浆砌5594.022956.952604.6432.434-58料石勒脚细料石浆砌4741.902274.632448.2419.034-59料石墙毛料石浆砌6174.121934.144133.04106.944-60料石墙粗料石浆砌6744.574106.932605.4832.164-61料石墙细料石浆砌4988.432518.162451.2419.034-62方整石墙浆砌5527.291891.803597.1638.334-63料石挡土墙毛料石浆砌5494.031254.054133.04106.944-64料石挡土墙粗料石浆砌4187.591549.682605.4832.43—24—定额编号项目名称计量单位人工费材料费机械费4-65料石挡土墙细料石浆砌4044.381574.112451.2419.034-66方整石柱浆砌6773.673162.733573.9536.994-67毛料石护坡干砌2579.501018.221561.280.004-68毛料石护坡浆砌5953.551360.644475.51117.404-69方整石台阶浆砌8402.354634.843721.6845.834-70石板坡道浆砌100m218548.203797.5214563.06187.624-71毛石面勾缝凸缝100m22242.301545.24673.7423.324-72料石面勾缝平缝100m2759.01544.94207.376.704-73料石面勾缝凹缝100m21189.65975.58207.376.704-74料石面勾缝凸缝100m21475.731043.53417.9914.214-75轻质墙板(玻纤水泥珍珠岩板)60厚100m27471.672229.045242.630.004-76轻质墙板(玻纤水泥珍珠岩板)85厚100m29533.222381.827151.400.004-77轻质墙板(玻纤水泥珍珠岩板)95厚100m210874.812442.968431.850.004-78GRC(玻璃纤维增强水泥)轻质多孔隔墙板60mm厚100m211341.814612.936728.880.004-79GRC(玻璃纤维增强水泥)轻质多孔隔墙板90mm厚100m213673.484542.619130.870.004-80GRC(玻璃纤维增强水泥)轻质多孔隔墙板120mm厚100m215940.645639.5810301.060.004-81ZCK(玻璃纤维增强)石膏空心轻质隔墙板90mm厚100m212639.564612.938026.630.004-82ZCK(玻璃纤维增强)石膏空心轻质隔墙板100mm厚100m214732.884669.1810063.700.004-83ZCK(玻璃纤维增强)石膏空心轻质隔墙板120mm厚100m216756.945484.8811272.060.004-84轻质条板隔墙板厚≤100mm100m210030.091569.528422.3238.254-85轻质条板隔墙板厚≤120mm100m211968.991883.6610041.3344.004-86轻质条板隔墙板厚≤150mm100m214609.902071.9712487.3250.614-87轻质条板隔墙板厚≤200mm100m218859.642279.2216522.2058.224-88钢丝网夹芯矿棉墙板100m27710.092034.075676.020.00第五章混凝土及钢筋混凝土工程单位：元定额编号项目名称计量单位人工费材料费机械费5-1混凝土垫层3635.13416.583218.550.005-2灰土垫层3:71976.57586.091379.6510.835-3碎石三合土垫层1:4:83044.69639.832389.3515.515-4砂垫层1394.72392.90997.883.945-5砂石垫层人工级配2561.30597.341738.53225.435-6砂石垫层天然级配1511.72564.92940.895.915-7毛石垫层干铺2235.02720.811507.077.145-8毛石垫层灌浆4357.00959.603311.9085.505-9碎砖垫层干铺2042.46658.481377.586.405-10碎砖垫层灌浆现拌砂浆3685.92823.992797.9064.035-11碎石垫层干铺1793.50566.551220.556.405-12碎石垫层灌浆现拌砂浆3757.82548.493125.4783.865-13炉(矿)渣垫层干铺1744.89322.881416.105.915-14炉(矿)渣垫层水泥石灰拌和3138.36656.112256.82225.435-15炉(矿)渣垫层石灰拌和2989.20656.112107.66225.435-16条形基础毛石混凝土3715.68418.063297.620.005-17条形基础混凝土3943.87404.593539.280.005-18独立基础毛石混凝土3709.12410.073299.050.005-19独立基础混凝土3872.63331.763540.870.005-20杯形基础3880.28339.163541.120.005-21筏形基础有梁式3901.12355.443544.960.725-22筏形基础无梁式3846.48300.373545.490.625-23桩承台3926.07385.203540.870.005-24设备基础块体≤5m34005.26463.513541.750.005-25设备基础块体≤20m33944.29405.933538.360.005-26二次灌浆混凝土5581.451811.573769.880.005-27二次灌浆灌浆料5170.722167.013003.710.005-28矩形柱4376.64832.133544.510.005-29构造柱4976.551429.623546.930.005-30异型柱4463.82915.923547.900.005-31圆形柱4463.74917.263546.480.005-32斜柱4566.581018.663547.920.005-33钢管柱4760.051227.843532.210.005-34型钢混凝土柱4691.851147.313544.540.005-35基础连系梁3899.54344.643554.900.005-36矩形梁3911.57357.373554.200.005-37异型梁3938.40381.203557.200.005-38悬臂(悬挑)梁3953.21390.383562.830.005-394610.491046.793563.700.00—28—定额编号项目名称计量单位人工费材料费机械费5-40过梁4792.911204.013588.900.005-41弧形、拱形梁4169.39605.043564.350.005-42斜梁3945.66381.203564.460.005-43型钢混凝土梁4129.49572.173557.320.005-44直形墙毛石混凝土3962.89663.223299.670.005-45直形墙混凝土4032.89490.013542.880.005-46弧形混凝土墙4054.76509.853544.910.005-47短肢剪力墙4096.73553.373543.360.005-48挡土墙(重力式)毛石混凝土3760.42467.813292.610.005-49挡土墙(重力式)混凝土3962.45427.983534.470.005-50挡土墙(薄壁式)混凝土4171.82630.653541.170.005-51电梯井壁直形墙4042.37507.483534.890.005-52爬模混凝土墙4178.15640.723537.430.005-53叠合板混凝土复合墙4103.98569.513534.470.005-54大模内置保温板墙4074.22539.753534.470.005-55实心楼板3993.08416.143574.062.885-56拱板4396.02846.343546.593.095-57现浇混凝土薄壳板4332.44760.483568.053.915-58现浇混凝土复合空心板4173.76609.183561.083.505-59斜板、坡屋面板4047.73453.153590.673.915-60栏板4933.241390.243543.000.005-61飘窗板5011.761430.073581.690.005-62挂板5135.821585.663550.160.005-63挑檐、天沟4985.071400.753584.320.005-64雨篷板4892.181300.383591.800.005-65悬挑板4853.441256.273597.170.005-66阳台板4907.091316.223590.870.005-67预制板间补现浇板缝5246.731661.753584.980.005-68楼梯直形4791.611236.133555.480.005-69楼梯弧形5289.911729.113560.800.005-70楼梯螺旋形5965.282410.093555.190.005-71散水10m²水平投影面积358.25114.29243.140.825-7210m²水平投影面积607.36170.10437.260.005-73场馆看台4921.591331.773589.820.005-74地沟4227.25677.283549.970.005-75扶手、压顶4993.871403.863590.010.005-76小型构件5116.801523.333593.470.00定额编号项目名称计量单位人工费材料费机械费5-77梁4149.78594.233555.550.005-78板4166.57594.233572.340.005-79墙4231.08689.423541.660.005-80筏板基础4080.29530.873549.420.005-81池底4206.87652.863554.010.005-82池壁4365.32803.863561.460.005-83池盖4115.96565.513550.450.005-84立壁5084.881532.213552.670.005-85漏斗5212.471659.533552.940.005-86底板3922.37378.983543.390.005-87顶板4126.09565.513560.580.005-88塔顶及槽底4892.001206.533552.92132.555-89塔身筒式4517.07840.873543.65132.555-90塔身柱式5019.671347.163539.96132.555-91水箱内外壁4875.071206.533535.99132.555-92回廊及平台4518.22802.383583.29132.555-93滑升钢模浇钢筋混凝土支筒（高度m以5180.611008.153574.66597.805-94滑升钢模浇钢筋混凝土支筒（高度m以5025.64908.973590.45526.225-95滑升钢模浇钢筋混凝土支筒（高度m以4909.54842.353590.01477.185-96地面上浇水箱混凝土（容积以内）2004832.411264.263568.150.005-97地面上浇水箱混凝土（容积以内）3004831.411264.263567.150.005-98地面上浇水箱混凝土（容积以内）4004712.971148.793564.180.005-99地面上浇水箱混凝土（容积以内）5004714.301148.793565.510.005-100滑升钢模浇钢筋混凝土筒身（高度m以4892.59965.223586.72340.655-101滑升钢模浇钢筋混凝土筒身（高度m以4850.261003.713585.43261.125-102滑升钢模浇钢筋混凝土筒身（高度m以4879.33920.813578.95379.575-103滑升钢模浇钢筋混凝土筒身（高度m以5323.12897.124050.97375.035-104滑升钢模浇钢筋混凝土筒身（高度m以5634.11787.574530.61315.935-105滑升钢模浇钢筋混凝土筒身（高度m以5628.02842.354533.38252.29—30—定额编号项目名称计量单位人工费材料费机械费5-106滑升钢模浇钢筋混凝土筒身（高度m以5370.40646.934530.27193.205-107滑升钢模浇钢筋混凝土筒仓(高度30m以内)内径8m以内5265.501524.813590.91149.785-108滑升钢模浇钢筋混凝土筒仓(高度30m以内)内径10m以内4992.581289.433587.83115.325-109滑升钢模浇钢筋混凝土筒仓(高度30m以内)内径12m以内4600.50944.503580.4575.555-110滑升钢模浇钢筋混凝土筒仓(高度30m以内)内径16m以内4410.13769.813579.3560.975-1115320.051718.743601.310192460.423582.770.0