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可编辑—3精品文档一、人工土石方1、人工挖土方淤泥流沙边底。定额定额挖土方深度1.5m以内项项三类土定额耗0.326410.93一二类土三类土定额耗0.326410.93一二类土0.18056.05用量0.500416.76价码综合工日36.8533.5016.766.0510.9336.8516.766.0510.9336.85(元)(元)(元)2、人工挖沟槽、基坑工作内容：工作内容：人工挖沟槽、基坑土方，将土置于槽、坑边1m以外自然堆放，沟槽、基坑底夯实。定额编号1—51—61—71—81—91—10机械项目名称单位代码单价(元)综合工日工日33.50机台班31.60人工费(元)材料费(元)机械费(元)基价(元)挖沟槽一,二类土深度在(m以内)挖沟槽三类土深度在(m以内)246定额耗用量0.56350.66110.76190.00180.00080.000518.8822.1525.520.060.030.0218.9322.1725.5420.33680.001811.280.0611.3440.45780.000815.340.0315.3660.56120.000518.800.0218.82挖沟槽四类土深度在(m以内)20.81340.001827.250.0627.3140.87440.000829.290.0329.3260.96800.000532.430.0232.44挖基坑一,二类土深度在(m以内)挖基坑三类土深度在(m以内)246246定额耗用量0.37310.50730.60170.63280.73780.83820.00520.00250.00160.00520.00250.001612.5016.9920.1621.2024.7228.080.160.080.050.160.080.0512.6617.0720.2121.3624.8028.131—201—211—22挖基坑四类土深度在(m以内)20.91520.005230.660.1630.8240.99220.002533.240.0833.3260.001636.470.0536.53定额编项名称单位综合工日工日号目0(元)(元)(元)价(元)材机基工料械料械3、人工挖孔桩定额编号1—231—241—251—261—271—281—291—30挖孔桩一、二类土深度(m以内)定额25780.696.47目工日33.50%占人工费(元)6耗用04.820.584088790.696.4860850.464.31894.620.55172200.62824560挖孔桩三类土深度(m以内)240.878.106.520.780料械项定额编号1—311—321—331—34挖孔桩四类土深度(m以内)定额编号1—311—321—331—34挖孔桩四类土深度(m以内)项目工日33.50%占人工费(元)8864.820.5806.520.786耗用9.288790.696.48定额0.878.102定额编号1—391—40目0.5以内1以内单价(元)定额耗用33.501.24031.759541.5558.9441.5558.94人工爆破挖冻土定额编号1—421—431—44量62.03单位代码工费(元)料费(元)械费(元)(元)挖冻土厚度(m)62.03项项个m费费费价 挖爆破土、冻土厚度(m)以内以内单价(元)可编辑定5663718.90额耗用96624.623727.99量25.953729.32材机基6、回填土、打夯、平整场地定额定额项平整场地项夯填用量60.48用量60.480.180.65额耗9.852.52价工日750.002.8702.870.002.87(元)(元)(元)7、土方运输定额编号1—491—501—511—521—531—54人工运土方人工运淤泥单(双)轮车运土方项目运距20m以200m以内每运距20m200m以内每运距50m以500m以内每内增加20m以内增加20m内增加50m定额耗用定额耗用量0.44000.06600.164414.742.215.510.20406.83工0.20406.83工费料费械费价(元)(元)(元) 0.04566.830.8814.742.216.830.88定额编号项目人工材料名称综合工日杉原木支撑方木木挡土板竹挡土板钢套管铁撑角黏土砖人材机基代码工日m3m3m3m2kg个千块工费料费械费价33.501500.001700.001350.00 20.50 3.50 4.70250.00(元)(元)(元)(元)1—551—561—571—581—591—60支木挡土板支竹挡土板密撑疏撑密撑木支撑钢支撑木支撑钢支撑木支撑钢支撑定额耗用量0.21390.16270.16620.12660.21270.16150.002260.002260.002260.000650.00060.000510.000490.000640.00060.003950.003950.00240.002570.051150.051550.15610.15610.15610.200.190.190.001880.001887.175.455.574.247.135.41可编辑9.837.847.976.215.533.5216.9913.2913.5310.4512.658.93量综合工日人材机基0.3325.140.5522.5043.621—611—611—621—631—641—651—66支竹挡土板支钢挡土板疏撑密撑疏撑木支撑钢支撑木支撑钢支撑木支撑钢支撑定额耗用量0.16550.12660.21390.16480.16760.12810.002260.002260.002260.000640.00060.000650.00060.000640.00060.920.920.640.64额编号定目目综合工日杉原木支撑方木钢综合工日杉原木支撑方木钢挡土板竹挡土板钢套管铁撑角黏土砖基mmgmg个块工费料费械费价0.038660.038660.15610.15610.15610.190.190.190.001310.001310.00160.00165.544.247.175.525.614.295.603.588.646.607.765.7411.147.8215.8012.1213.3710.03.00.004.5020.50504.70250.00(元)(元)(元)(元)1—1—681—691—701—711—721—731—74平基沟槽次坚石普坚石特坚石松石次坚石普坚石定额耗用量0.91721.61152.65650.84851.08422.17034.37251—67定额编号1—67目目工日33.50.7172工费(元)24.03料费(元)械费(元)松石名称人工综合工日人材机基30.7353.9988.9928.42人工综合工日人材机基价(元)24.0330.7353.9988.9928.42价(元)24.039、人工凿石1—801—811—801—811—82摊座：在石方爆破的基础上进行摊座、清除石碴。定额编号1—751—761—771—781—79槽(坑)摊座目槽(坑)摊座目工日33.50工费(元)料费(元)械费(元)价(元)项普坚石松石次坚石普坚石特坚石普坚石39.4750.43定额耗用3.25996.79170.268109.21227.528.98可编辑1.148.5043.6239.4750.43109.21227.521.148.5043.62人材机基工料械1—831—831—841—851—861—871—881—891—90地面摊座休整边坡松石次坚石普坚石特坚石松石次坚石普坚石定额耗用量0.22220.26380.4911.20450.14160.1810.38170.7337定额编号定目目工日33.50工费(元)料费(元)械费(元)人材机基7.448.8416.4540.354.74人材机基7.448.8416.4540.354.746.0612.7924.5810、人工打眼爆破石方工作内容：布孔、打眼、准备炸药及装药、准备及填充填塞物、安爆破线、封锁爆破区、1—951—96沟槽定额编号1—911—921—931—94平基项目松石0.72890.61150.253松石0.72890.61150.25370.26360.03960.0856次坚石0.92152.320.77670.27530.26920.04040.1202名称综合工日硝胺炸药2号胶质导线1.5胶质导线2.5胶质导线4工具钢单位代码单价(名称综合工日硝胺炸药2号胶质导线1.5胶质导线2.5胶质导线4工具钢人工工日33.500.27150.34050.6129人工个0.630.540.620.750.88kg5.800.26320.32580.41500.5297m0.800.49280.53680.6036m0.800.23990.24140.24800.2544m0.800.03610.03610.03720.0381kg4.850.03700.05040.08920.126924.425.6530.0730.877.0237.8924.425.6530.0730.877.0237.89费(元)2.663.184.024.99费(元)价(元)11.7614.5824.5636.82定额编号项人工材料人材人材机工料械综合工日硝胺炸药2号胶质导线1.5胶质导线2.5胶质导线4工具钢单位代码工日个kgmmmkg费费费目33.500.635.800.800.800.804.85(元)(元)(元)沟槽基坑普坚石特坚石松石次坚石普坚石特坚石定额耗用量1.55972.46480.78010.98931.64172.5856 2.753.151.942.843.494.130.99181.24400.84331.33781.78932.32340.31410.34660.58120.76941.00441.17950.27580.27880.39920.47650.52920.64100.04140.04080.05900.07150.07740.09620.2134可编辑0.29830.11810.20710.38480.556852.2582.5726.1333.1455.0086.629.0211.187.5211.6115.7320.31人材机基人材机基工料械费费费价0.0590.0830.040.056一级土0.3640.250.450.0020.219二级土0.5210.250.450.0020.29733.50444.00单位代码工日3人工条片m3kg7.30 1820.004.801436.602166.803262.103992.30220.80789.50材料m11、机械打眼爆破石方工作内容：布孔、打眼、准备炸药及装药、准备及填充填塞物、安爆破线、封锁爆破区、沟槽松石次坚石定额编号1—1031—1041—1051—106平基项目松石次坚石普坚石特坚石代码单价(元)耗用量代码单价(元)耗用量0.20200.880.52970.64840.25440.03810.050.06930.00760.01250.14820.06930.00210.0083单位工日个mmm个mm名称综合工日合金钢钻头六角空心钢高压风管高压水管水凿岩机气腿式锻钎机磨钎机人工0.24160.61150.25370.26360.03960.030.05130.00410.00680.08040.04380.00170.00660.09850.540.26320.49280.23990.03600.010.02210.00210.00340.03720.01880.00070.00270.35122.320.77670.27530.26920.04040.050.07520.00590.01130.13420.07650.00240.00960.13450.620.32580.53680.24140.03610.020.03150.00350.00570.06720.03140.0010.003933.50 0.63 5.80 0.80 0.80 0.8047.50 3.00 8.20 2.50 125.00228.000.15840.41500.60360.24800.03720.030.04650.00560.00920.10930.05110.00140.00573.303.161.073.303.161.077.534.514.23 .6310.365.315.562.4713.346.777.513.5117.788.097.122.5717.7811.779.52 3.9825.27(元)(元)(元)计量单位：1m32计量单位：1m32—62—72—8准备打桩机具、移动打桩机及其轨道、吊装定位、安卸桩帽校正、打桩。定额编号2—12—22—32—42—5轨道式柴油打桩机打预制方桩桩长在(m以内)30以外项名称综合工日预制钢筋混凝土方桩30以外项名称综合工日预制钢筋混凝土方桩麻袋草袋片二等板方材金属周转材料摊销轨道式柴油打桩机锤重2.5t轨道式柴油打桩机锤重3.5t轨道式柴油打桩机锤重5t一级土1.1440.250.450.0020.2190.088二级土1.6360.250.450.0020.2970.124一级土0.7670.250.450.0020.219二级土一级土额耗用1.0970.521.011.010.250.250.450.450.0020.0020.2970.219二级土量0.7440.250.450.0020.2970.0590.083机械可编辑0.04机械可编辑0.0280.0280.04锤重6t0.0880.1240.0880.124履带式起重机15t精品文档计量单位：1计量单位：1m3轨道式柴油打桩机打预制管桩桩长在(m以内)一级土二级土2432一级土二级土一级土二级土一级土二级土单价(元)定额耗用量33.500.99901.40500.88801.24900.84201.18400.81401.1450.001.01001.01001.01001.01001.01001.01001.01001.010000.30000.30000.30000.30000.30000.30000.30000.30000.79000.79000.79000.79000.79000.79000.79000.7900.000.00400.00400.00400.00400.00400.00400.00400.00404.800.28900.39300.28900.39300.28900.39300.28900.3930.000.09900.14000.08800.12402320.000.08400.11800.08100.1140789.500.09900.14000.08800.1240893.000.08400.11800.08100.114033.4747.0729.7541.8428.2139.6627.2738.361511.501512.001511.501512.001511.501512.001511.501512.00223.10315.49198.31279.43269.89379.13260.25366.281768.061874.551739.551833.271809.601930.791799.021916.64定额项材料机械名称综合工日预制钢筋混凝土管桩袋草袋片二等板方材金属周转材料摊销轨道式柴油打桩机锤重2.5t轨道式柴油打桩机锤重3.5t履带式起重机15t履带式起重机25t号代码(元)(元)(元)(元)编位m3m3履带式柴油打桩机打预制管桩桩长在(m以内)2432一级土二级土一级土二级土一级土二级土定额耗用量一级土二级土0.94401.32700.80501.13200.75901.06700.74901.05401.01001.01001.01001.01001.01001.01001.01001.01000.30000.30000.30000.30000.30000.30000.30000.30000.79000.79000.79000.79000.79000.79000.79000.79000.00400.00400.00400.00400.00400.00400.00400.00400.28900.39300.28900.39300.28900.39300.28900.39300.09400.13200.08000.11300.07500.10600.07400.10500.09400.13200.08000.11300.07500.10600.07400.105031.621511.50292.291835.4144.45410.451966.9026.971511.50248.761787.2237.921512.00351.371901.2925.431511.50240.981777.9035.741512.00340.581888.3225.091511.50237.761774.3535.311512.00337.371884.67定额编号项目工 33.505.00 30 0.004.80预制钢筋混凝土管桩m3材料袋草袋片二等板方材条片m履带式柴油打桩机机锤重3.5t械履带式起重机15t台班履带式起重机25t台班2320.00789.50893.00(元)(元)(元) 综合工日基价精品文档2—262—272—282—292—302—312—321.52.53二级土一级土二级土一级土二级土一级土二级土定额耗用量1.58500.93301.31300.71701.00800.62900.88501.01001.01001.01001.01001.01001.01001.01000.08000.08000.08000.08000.08000.08000.08000.77000.77000.77000.77000.77000.77000.77000.00140.00140.00140.00140.00140.00140.00140.21900.16100.21900.16100.21900.16100.21900.15800.09300.13100.15800.09300.13100.07100.10000.06200.08800.07100.10000.06200.088053.1031.2643.9924.0233.7721.0729.65543.08542.80543.08542.80543.08542.80543.08459.87270.69381.29225.36317.41196.79279.321056.05844.74968.36792.18894.26760.67852.05定额编号项称综合工日1一级土工日33.501.1270预制钢筋混凝土板桩m3 7.300.0800 1.000.77004.800.16102384.60麻袋草袋片二等板方材条片m金属周转材料摊销kg履带式柴油打桩机锤重3.5t台班履带式起重机10t台班轨道式柴油打桩机锤重4t台班履带式起重机15t台班789.50(元)(元)(元) 37.75542.80325.99906.54费费价械材机基人工材料机械2—25二、预制钢筋混凝土桩接桩工作内容：准备接桩工具、对接上下节桩、桩顶垫平、放置接桩、筒铁、钢板、焊接、安放、拆卸夹箍等。运送、灌注硫磺胶泥等。22—332—34电焊接桩(按每个)包角钢包钢板定额耗2—35硫磺胶泥接桩(按每1m2)用量1.83508.00000.65000.10500.15300.30400.153061.471.91605.320059.90000.10500.13700.54600.137064.190.964011.23600.00020.07000.070032.29定额项名称综合工日角钢钢板垫铁硫磺胶泥方材柴油打桩机锤重4t交流电焊机40kVA履带式起重机15t人工编号单位代码工日kgkgkgkgkgm3费(元)单价(元)33.50 3.30 6.70 3.30 4.80 3.501820.002384.60可编辑168.00789.50人工人人材机基料械三、液压静力压桩机压预制钢筋混凝土方桩定额编号2—362—372—382—392—402—412—422—43静力压桩机压预制方桩桩长在(m以内)项12项12183030以外一级土二级土一级土二级土一级土二级土一级土二级土33.50444.00 7.301820.00 6.9033.50444.00 7.301820.00 6.904.802417.003144.904213.005447.90定额耗用量名称综合工日预制钢筋混凝土方桩麻袋二等板方材橡皮垫金属周转材料折静力压机液压静力压桩机液压人工工日m3条m3kgkg1.01001.01001.01001.01001.01001.01001.01001.01000.06400.06400.06400.06400.06400.06400.06400.06400.01250.01250.01250.01250.01250.01250.01250.010.00700.00700.00700.00700.00700.00700.00700.00700.23900.32500.23900.32500.39000.32500.23900.32500.06700.09600.05800.08300.04800.04800.0690200t0.03500.05000.03500.0500300t590.60789.50590.60789.500.06700.09600.05800.08300.04800.06900.03500.050022.1131.6223.3233.3319.3027.6014.0720.13472.85473.27472.85473.27473.58473.27472.85473.27201.51288.73228.20326.56240.12345.17218.31311.87696.47793.62724.36833.15732.99846.04705.23805.27履带式起重机15t(元)(元)(元)(元)四、打拔钢板桩m计量单位：t定额编号2—442—452—462—472—482—49柴油打桩机打钢板桩桩长在(m以内)项目61015项一级土二级土一级土二级土一级土二级土m3m3综合工日二等板方材m3m3综合工日二等板方材金属周转材料折走管式油打桩机2.5t履带式起重机15t33.502.66003.75001.83002.58001.30001820.000.00200.00200.00200.00200.00200.00201820.000.0040可编辑0.00400.00400.00400.00400.00404.804.81006.54004.81006.54004.81006.5400837.800.26000.37000.18000.25000.13000.1800精品文档2—2—502—512—522—532—542—55柴油(震动)打桩机打钢板桩桩长在(m以内)20610一级土二级土一级土二级土一级土二级土定额耗用量0300440096002.7600350090000.00200.00200.00400.00404.81006.54000.05700.00200.05700.00200.05700.00200.05700.00200.10000.14000.10000.140034.5134.01162.73231.2448.2442.31227.82318.370.190065.66 4.16239.53309.350.270092.46 4.16340.39437.010.130045.23 4.16163.89213.280.190063.65 4.16239.53307.34编号目单位工日m3m3kgkgm3代码单价(元)33.501820.001820.00 4.80 9.151820.00837.80789.501260.70(元)(元)(元)(元)项名称综合工日二等板方材木楔金属周转材料折钢绳方木垫走管式柴油打桩机2.5t履带式起重机15t震动打拔桩机40t人工材料机械人材机基料械2—562—572—582—592—60柴油(震动)打桩机打钢板桩桩长在(m以内)安拆导向1520夹具570020100可编辑37.19 4.16138.68180.0257002050052.26 4.161245.5357002000036.18 4.16741量57002050050.92 4.161244.19每10m20012006000057002040038.4533.5186.03编号目m3m3m3代码单价(元) 7.80(元)(元)(元)(元)项机2.5t0t人材机基工料械五、打孔灌注混凝土桩工作内容：准备打桩机具，移动打桩机及其轨道，用钢管打桩孔安放钢筋笼，运砂石料，过磅，搅拌、运输灌注混凝土、拔钢管、夯实、混凝土养护。计量单位：m3定额编号2—612—622—632—642—652—662—672—68走管式柴油打桩机打桩桩长在(m以内)项10项10151818以外一级土二级土一级土二级土一级土二级土一级土二级土33.50250.301820.001820.00 0.7033.50250.301820.001820.00 0.704.80837.80135.00定额耗用量名称综合工日现浇混凝土C20二等板方材支撑木方草绳金属周转材料摊销走管式柴油打桩机2.5t混凝土搅拌机400L机动翻斗车1t人工工日m3m3m3kgkg1.26901.26901.26901.26901.26901.26901.26901.26900.00290.00290.00290.00290.00290.00290.00290.00290.00150.00150.00150.00150.00150.00150.00150.000.50000.50000.50000.50000.50000.50000.50000.50000.63500.86300.63500.86300.63500.86300.63500.86300.16800.24000.10600.15200.09200.13200.06900.0987机械0.16800.24000.10600.15200.09200.13200.06900.09机械128.50(元)(元)(元)(元)0.33600.4800128.50(元)(元)(元)(元)135.04190.4184.15118.6669.4197.8950.8571.69329.04330.13329.04330.13329.04330.13329.04330.13206.61295.15130.36186.80112.63161.4384.73121.19670.68815.70543.55635.59511.08589.45464.62523.01定额项人工材料机械名称综合工日现浇混凝土C20二等板方材支撑木方草绳金属周转材料摊销走管式电动打桩机2.5t混凝土搅拌机400L编号工日m3m3m3kgkg目33.50250.301820.001820.00 0.704.80720.0035.002—692—702—712—722—732—742—752—76走管式电动打桩机打桩桩长在(m以内)(每3)1m10151818以外一级土二级土一级土二级土一级土二级土一级土定额耗用量4.00505.64702.41903.41102.07302.92301.67302.35901.26801.26801.26801.26801.26801.26801.26801.26800.00290.00290.00290.00290.00290.00290.00290.00290.00150.00150.00150.00150.00150.00150.00150.00150.50000.50000.50000.50000.50000.50000.50000.50000.86300.63500.86300.14700.21000.05900.08400.05600.08000.05200.07400.14700.21000.05900.08400.05600.08000.05200.0740长螺旋钻孔灌注混凝土桩桩长在12m以内长螺旋钻孔灌注混凝土桩桩长在12m以外长螺旋钻孔灌注混凝土桩桩长在12m以内长螺旋钻孔灌注混凝土桩桩长在12m以外目汽车式履带式汽车式履带式定量定号潜水钻机钻孔灌注混凝土桩桩直径在(cm)以内目6080100定名称六、长螺旋钻孔灌注混凝土桩3、清理钻孔余土，并运至现场50m以外指定地点。计量单位：m3定定额编号2—772—782—792—802—812—822—832—84项用.0800其他材料费汽车式钻孔机φ履带式钻孔机φ500mm内混凝土搅拌机400L机动翻斗车1t混凝土振捣器插(元)(元)(元)(元)%50250.30615.407.004.1800690.2000.3200690.15002.7500692.860069.630069日现浇混凝土C20水0.09000.09000.09000.09000.13000.13000.13000.13000.16000.16000.16000.16000.12000.12000.12000.12004.0700690.15000.15000.15000.15000.11000.11000.11000.15000.15000.15000.20000.20000.2000.520069136.35335.12134.24605.70117.92335.12164.24617.28140.03335.12178.98654.13103.18335.1298.44536.7492.13335.1292.39519.63111.22335.12134.24580.57121.61335.12133.45590.1795.81335.12123.18554.11690.1100人材机基费费费价工料械额耗内容：护筒埋设及拆除、准备钻孔机具、钻孔除渣；加泥浆和泥浆制作；清桩孔泥浆；导管准备及安拆；搅拌及灌注混凝土。泥浆运输包括装卸泥浆、运输、清理场地。计量单位：m3额额编2—852—862—872—882—892—902—912—92一级土二级土一级土二级土一级土二级土一级土二级土额耗用量9.380013.19308.131011.43607.172010.08806.48608.43801.31901.31901.31901.31901.31901.31901.31901.31900.01890.01890.01070.01070.00700.00700.00600.00600.05400.05400.05400.05402.71302.71302.62302.62302.46002.46002.11302.11300.26900.26900.14500.14500.09000.09000.07600.07600.05800.05800.03900.03900.02900.02900.02400.0240综合工日现浇混凝土C20模板板方材黏土水铁钉33.50250.301820.00 36.00 2.50 6.706.20单位工日m3m3m3m3kgkg人工项3精品文档32—932—942—952—962—972—98潜水钻机钻孔灌注混凝土桩桩直径在(cm以内)泥浆运输(每1)56.43301.31900.01890.05402.71300.26900.05802.21002.14200.16100.24400.06600.83201890.51383.731478.983753.21(岩石)0定48.91801.31900.01070.05402.62300.14500.03801.60401.80800.11100.19400.06600.99001638.75365.091241.933245.77额耗43.15001.31900.00700.05402.46000.09000.02901.23901.55200.07200.13300.06601.17001445.53356.121049.642851.28用量37.31001.31900.00600.05402.12300.07600.02400.94201.36900.06100.11300.06601.32401249.89352.26925.902528.05运距在5km以内0.74400.18600.062024.92 0.0099.09124.01每增加0.01700.000.007.377.37定额编项人工材料机械名称综合工日现浇混凝土C20模板板方材黏土水铁钉其他材料费潜水钻孔机φ1250mm内交流电焊机40KVA空气压缩机9/min混凝土搅拌机400L泥浆运输车4000L泥浆泵φ100其他机械费33.50250.301820.00 36.00 2.50 6.706.20 615.40 168.00 461.60 135.00 430.00 295.00目代码(元)(元)(元) 号单位工日m3m3m3m3kgkg%%费费费价人材机基工料械八、打孔灌注砂(碎石或砂石)桩。轨道式柴油打桩机打砂或碎石桩桩长在(m以内)101515以外级土2.04001.33900.0029级土可编辑2.87601.33900.0029级土定额1.33900.0029级土耗用量0.0029级土0.0029级土1.33900.0029人工综合工日(砂)砂(或碎石)木材目33.5062.00.00mm编号定额项精品文档轨道式柴油打桩机打砂石桩桩长在(m以内)1515以外二级土一级土二级土一级土二级土定额耗用量3.04300.77100.00290.00150.63500.50000.16900.1690101.94127.46177.79407.190.77100.00290.00150.63500.50000.08100.081048.84127.46128.99305.302.05600.77100.00290.00150.63500.50000.11600.116068.88127.46184.73381.070.77100.00290.00150.63500.50000.06400.064038.06127.46101.92267.440.77100.00290.00150.63500.50000.09200.092053.67127.46146.51327.64定额项人工综合工日(砂)砂碎石2~4cm材料机械木木桩管摊销轨道式柴油打桩机1.8t轨道式柴油打桩机2.5t机动翻斗车1t编号目m3m3m3m3g代码单价(元)33.50 62.00 67.5000 4.800.70923.500费费费价(元)(元)(元)(元)(2—99)级土2.15800.77100.00290.00150.63500.50000.11800.118072.29127.46124.14323.89人材机基工料械振动打桩机打砂(或碎石)桩桩长在(m以内)101515以外一级土二级土一级土定额二级土一级土耗用量二级土2.2541.5830.903可编.33901.33901.33900.00290.00290.00290.00290.00290.00290.00150.00150.00150.00150.00150.00150.63500.63500.63500.63500.63500.6350定额项工材料综合工日砂(或碎石)硬木木桩管摊销编号mmmg目33.50 62.00.00.004.80精品文档振动打桩机打砂石桩桩长在(m以内)10以内15以内15以外一级土二级土一级土二级土一级土二级土定额耗用量0.77100.00290.00150.63500.50000.09800.098057.62127.46108.52293.602.39400.77100.00290.00150.63500.50000.14000.140080.20127.46155.02362.690.77100.00290.00150.63500.50000.07000.070040.23127.4697.24264.940.77100.00290.00150.63500.50000.10000.100056.38127.46138.92322.770.96000.77100.00290.00150.63500.50000.05700.057032.16127.46 79.18238.810.77100.00290.00150.63500.50000.08200.082045.29127.46113.91286.67定额项人工综合工日砂碎石2~4cm材料机械桩管摊销振动打拔桩机振动打拔桩机0t机动翻斗车1t编号目m3m3m3m3代码单价(元).50 62.00 67.50 4.8070978.80费费费价(元)(元)(元)(元)人材机基工料械定额编234一级土二级土一级土二级土一级土二级土定额耗用量0.59000.83000.53700.75600.53900.75800.77100.77100.77100.77100.77100.77101.01401.01401.01401.01401.01401.01400.00150.00150.00150.00150.00150.0015冲击沉管式柴油打桩机打砂石桩桩体积在(m3以内)工日33.50m362.00m367.50m31820.00一级土0.81600.77101.01400.0015名称综合工日砂碎石40mm支撑方木可编辑1.14700.77101.01400.0015二级土人工项材号工料械工作内容：准备机具、移动桩机、打拔桩管成孔、灰土过筛1m3拌和、301m3定额编号2—1192—1202—121灰土挤密桩桩长在(m以内)项名称综合工日项名称综合工日垫木灰土7∶7水桩管摊销履带式柴油打桩机6二级土1.15800.07001.1000二级土1.15800.07001.10000.22000.41300.0850一级土耗用量0.82300.07001.10000.22000.41300.0650一级土1.29500.07001.10000.22000.41300.0830单价(元)33.501820.00 91.00 2.50 4.801492.40代码单位工日m3m3m3kg价定额人工材人工材料机械0.07001.10000.22000.41300.1170材机材机基(元)(元)(元) 43.38230.03123.87397.2827.57230.03 97.01354.6138.79230.03126.85395.68230.03174.61465.65超运距移动额额编号2—1232—1242—125目打桩机桩机轨道式可编辑轨道式10m单位代码单价(元)定额工日33.506.89007.80000.0700m31820.000.18000.1800桩架移动方式履带式直移横移30m50m10m耗用量0.21003.51000.0700定项综合工日木精品文档动方式轨道式横移50m10m30m50m用量0.98001.04003.12005.20000.35000.09000.18000.35000.08000.08000.24000.400032.8334.84104.52174.20637.00163.80327.60637.00138.24138.24414.72691.20808.07336.88846.841502.40定额编号项目名称综合工日方木履带式打桩机(综合)轨道式打桩机(综合)工日m333.501820.002294.001728.00(元)(元)(元)(元)工料械人材机基桩架移直移10m30m定额耗0.26000.78000.09000.18000.02000.06008.7126.13163.80327.6034.56103.68207.07457.41履带式横30m0.21000.02007.040.0045.8852.92移50m3.51000.2700117.59 0.00619.38736.97费费费价人工材料计量单位：次定定额编号2—1372—1382—1392—1402—1412—142桩架移动方式项目塔式桩架走管式直移塔式桩架走管式横移10m30m50m10m30m50m可编辑名称单位代码单价(元)定额耗用量综合工日工日33.501.62005.04008.46001.44004.32007.2000方木m31820.000.03000.10000.15000.03000.10000.1500人工材料十一、高压旋喷桩、粉喷桩材料定额项综合工日水泥32.5R水玻璃水其他材料费橡胶管钢钻头粉体罐摊销费旋喷机SNC—H300震动钻机76型电动空压机10m3/min灰浆搅拌机400L编号目单位代码吨m3元元元元3.50 390.00 .50 214.00461.608.20高压旋喷水泥桩(按每桩径2m内0.60000.588004.73800.04000.04000.04000.1200粉喷桩粉喷桩复喷每米水泥掺量(按每1m3)50kg增减5kg10kg额耗用量0.27200.13600.25470.02550.05100.45000.45000.435028.010.435028.01机械多级离心清水泵φ150污水泵φ100泥浆泵φ100其他机械费喷粉机PH—5电动空压机3m3/min元费费费价(元)(元)(元)(元)596.80295.00570.00202.400.04000.04000.040020.10274.72137.25432.070.06800.06809.11100.4852.52162.120.009.950.009.950.03400.03404.5621.0426.2651.86计量单位：1m定额编号2—1472—148锚杆钻孔、灌浆材机料械18.87个孔每增减1个孔106.39004.3400定额编号2—1492—1502—1512—152项项定额1000每增减1个孔耗用量05.17个孔每增减1个孔mm元元5钢绞线7φ5.5DG32接钢管φ50×钢筋拉伸机90t机75KVA.00.00.00.00 .00 241.00 40008200820079.820076000400600000010010080080080000976.53976.5326728.88405.34.54223232.688.05可编辑64.4123.4564.4123.4564.410.00号护坡砂浆土钉挂钢筋网项计量单位：吨55.00.80105.00213.009146.0040461.60606.80.00现浇混凝土C25水砂浆1∶1筋φ25钢绞线7φ5.5钢镀锌铁丝20#钻头料费轨道平车5t双锥混凝土搅拌风动凿岩机(气素喷射混凝土网喷射混凝土初喷5cm每增加1cm初喷5cm每增加1cm量单位：1m3mm3m3吨吨吨个元耗用量.0535.0128.0046.0266.7080300.2800.0180.3540.0400.0150.0150.0140.0240.0481.0050.0020.0020.0020.0030.0468.0050.0020.0020.0020.0030.3762.0420.0160.0160.0140.0260定额.4082.1021.0370.2124目代码单价(元).0506.0127.0044.0267.4051.0960.0350.211224.23004.3200.9000.2945000定额编可编辑精品文档一、外、里脚手架上料平台、挡脚板、护身栏杆、上下翻板子和拆除后的材料堆放整理等。定额项综合工日木脚手杆φ100竹脚手杆φ75竹脚手杆φ90木脚手板竹脚手板镀锌铁丝8#铁钉钢丝绳φ8蔑钢管φ48×3.5直角扣件对接扣件回转扣件底座垫木60×60×60编号m根根mmgggg个个个个块g目33.5000 00 20.50 .10 6.20 9.70 80 .30 6.30 6.30 6.30 21.60 0.35外脚手架木架15m以内30m内单排双排双排0.05970.08190.09710.004860.005960.006950.001000.001190.002540.67961.13661.21920.00640.00640.00640.0036可编辑3—4外脚手架竹架15m内排定额耗0.05510.10710.11620.000710.01830.00660.00900.11603—53—6外脚手架单排双排用量0.06400.07193—73—8钢管架24m内30m内排0.08610.10490.04130.00400.00250.41880.08330.01060.00520.00240.02130.03770.04750.00550.00250.64920.12930.01820.00520.00370.02130.05600.05320.00660.00260.70510.12880.02390.00740.00260.02420.06100.06150.00770.00460.83900.13890.03230.03050.00