LDT 99.4-2008 市政工程-樁基礎(chǔ)工程

LD/T99.4-2008代替LD/T99.4-1997建設(shè)工程勞動(dòng)定額本標(biāo)準(zhǔn)的附錄A是資料性附錄。本標(biāo)準(zhǔn)的定額編號用6位碼標(biāo)識。第二位碼用英文大寫字母標(biāo)識，代表分冊的順序，如市政工程中的第二分冊“樁基礎(chǔ)工程”為B,以此類推。中華人民共和國勞動(dòng)和勞動(dòng)安全行業(yè)標(biāo)準(zhǔn)LD/T99.4-2008建設(shè)工程勞動(dòng)定額市政工程-樁基礎(chǔ)工程1范圍修改單(不包括勘誤的內(nèi)容)或修訂版均不適用于本標(biāo)準(zhǔn)，然而，鼓勵(lì)根據(jù)本標(biāo)準(zhǔn)達(dá)成協(xié)議的各方研究GB/T14002勞動(dòng)定員定額術(shù)語計(jì)算公式為：入土深度=實(shí)際入土深度+(樁長-實(shí)際入土深度)×1/33.3.2鉆(沖)孔灌注樁鉆孔深度以實(shí)際鉆(沖)入深度計(jì)算。3.5.1本標(biāo)準(zhǔn)打樁系打直樁，如打斜樁(斜度≤1:6,包括俯打、仰打),其時(shí)間定額乘以系數(shù)1.43。土壤級別砂夾層砂層連續(xù)厚度砂層中卵石含量物理性能壓縮系數(shù)孔隙比力學(xué)性能靜力觸探值動(dòng)力觸探系數(shù)每米純沉樁時(shí)間平均值說明樁經(jīng)外力作用較易沉入的土，土壤中夾有較薄的砂層樁經(jīng)外力作用較難沉人的土，土壤中夾有不超過3m的連續(xù)厚度砂層4工作內(nèi)容5.1.1拆、搭支架平臺間定額詳見表2表2單位為m2DB0001DB0002DB0003DB0004DB0005DB0006DB0007DB0008支架載重量≤20t(輕型)鋼木混合結(jié)構(gòu)陸上水上陸上水上陸上水上陸上水上綜合表2(續(xù))單位為m2DB0009DB0010DB0011DB0012DB0013DB0014DB0015DB0016支架載重量≤40t(中型)鋼木混合結(jié)構(gòu)陸上水上陸上水上陸上水上陸上水上綜合單位為m2DB0017DB0018DB0019DB0020DB0021DB0022DB0023DB0024支架載重量≤60t(重型)鋼木混合結(jié)構(gòu)陸上水上陸上水上陸上水上陸上水上5.1.2.2搭、拆鋼結(jié)構(gòu)平臺時(shí)間定額詳見表3表3單位為10m2DB0025DB0026DB0027DB0028DB0029跨度≤8m安裝拆除安裝拆除安裝拆除綜合表3(續(xù))單位為10m2DB0031DB0032DB0033DB0034DB0035DB0036跨度≤12m安裝拆除安裝拆除安裝拆除綜合表3(續(xù))單位為10m2DB0037DB0038DB0039DB0040跨度≤16m安裝拆除安裝拆除綜合表3(續(xù))單位為10m2DB0041DB0042DB0043DB0044跨度≤20m安裝拆除安裝拆除綜合0.3330.2560.4170.323注：本定額以人機(jī)配合施工為準(zhǔn)，如吊車配合，其時(shí)間定額乘以系數(shù)0.7。表4單位為m2DB0045DB0046DB0047DB0048DB0049DB0050DB0051DB0052垛承重量≤5t,垛高(≤m)123412340.1000.2000.3650.5210.0670.1250.2150.290表4(續(xù))單位為m2DB0053DB0054DB0055DB0056DB0057DB0058DB0059DB0060垛承重量≤10t,垛高(≤m)12341234綜合表4(續(xù))單位為m2DB0061DB0062DB0063DB0064DB0065DB0066DB0067DB0068垛承重量≤15t,垛高(≤m)12341234綜合表4(續(xù))單位為m2DB0069DB0070DB0071DB0072DB0073DB0074DB0075DB0076垛承重量≤20t,垛高(≤m)12341234綜合0.1960.3920.7140.1310.2440.4180.565注：本定額系指人工搭、拆，如果人機(jī)配合吊裝、拆除時(shí)，其時(shí)間定額乘以系數(shù)0.8。5.1.4.2基坑支撐時(shí)間定額詳見表5表5單位為根定額編號DB0077DB0078DB0079DB0080DB0081DB0082DB0083DB0084DB0085DB0086DB0087DB0088人力安裝，基坑寬(≤m)4684684680.1560.2080.250單位為根DB0098DB0099DB0100680.1250.1560.179單位為根DB0110DB0111DB0112680.1190.1490.171單位為根DB0122DB0123DB0124680.0890.1120.128表6單位為架DB0125DB0126DB0127DB0128DB0129DB0130'DB0131DB0132簡易樁架電動(dòng)自由落錘蒸汽自由落錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘人力組裝人力自由落地電動(dòng)自由落地樁架高(≤m)綜合9.01090.900表6(續(xù))單位為架DB0133DB0134DB0135DB0136DB0137DB0138DB0139簡易樁架電動(dòng)自由落錘蒸汽自由落錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘人機(jī)配合組裝電動(dòng)自由落地樁架高(≤m)綜合表6(續(xù))單位為架DB0140DB0141DB0142DB0143DB0144DB0145電動(dòng)自由落錘蒸汽自由落錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘機(jī)械組裝，樁架高(≤m)綜合4.08025.6009.52062.500表6(續(xù))單位為架DB0146DB0147DB0148DB0149DB0150DB0151DB0152DB0153簡易樁架電動(dòng)自由落錘蒸汽自由落錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘人力拆除人力自由落地電動(dòng)自由落地樁架高(≤m)綜合4.960表6(續(xù))單位為架DB0154DB0155DB0156DB0157DB0158DB0159DB0160簡易樁架電動(dòng)自由落錘蒸汽自由落錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘人機(jī)配合拆除電動(dòng)自由落地樁架高(≤m)綜合4.24025.6009.90062.500表6(續(xù))單位為架DB0161DB0162DB0163DB0164DB0165DB0166電動(dòng)自由落錘蒸汽自由落錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘機(jī)械拆除，樁架高(≤m)綜合4.52021.3005,1.6.2組裝、拆卸柴油打樁機(jī)架時(shí)間定額詳見表7單位為架DB0167DB0168DB0169DB0170DB0171人力組裝走管式(t)軌道式(t)履帶式(t)綜合9.01028.600單位為架DB0172DB0173DB0174DB0175DB0176人機(jī)配合組裝走管式(t)軌道式(t)履帶式(t)綜合23.800表7(續(xù))單位為架DB0177DB0178DB0179DB0180DB0181機(jī)械組裝走管式(t)軌道式(t)履帶式(t)綜合8.850表7(續(xù))單位為架DB0183DB0184DB0185DB0186人力拆除走管式(t)軌道式(t)履帶式(t)綜合23.300表7(續(xù))單位為架DB0187DB0188DB0189DB0190DB0191人機(jī)配合拆除走管式(t)軌道式(t)2.5～4履帶式(t)綜合9.17020.000表7(續(xù))單位為架DB0192DB0193DB0194DB0195DB0196機(jī)械拆除走管式(t)軌道式(t)履帶式(t)綜合9.3509.090表8單位為10mDB0197DB0198DB0199DB0200DB0201DB0202人力鋪設(shè)木枕·混凝土枕混凝土枕表8(續(xù))單位為10mDB0203DB0204DB0205DB0206DB0207DB0208人機(jī)配合鋪設(shè)混凝土枕混凝土枕綜合表8(續(xù))單位為10mDB0209DB0210DB0211DB0212DB0213DB0214人力拆除混凝土枕·混凝土枕0.5950.7940.6800.8260.909表8(續(xù))單位為10mDB0215DB0216DB0217DB0218DB0219DB0220人機(jī)配合拆除混凝土枕混凝土枕綜合0.4080.5460.4520.5380.6060.714注1:每米重量≤24kg/m為輕軌，每米重量>24kg/m為重軌。注2:在曲線上鋪設(shè)軌道時(shí)，其時(shí)間定額乘以系數(shù)1.43。表9單位為10mDB0221DB0222人力鋪設(shè)走管式軌道走管式軌道綜合0.2000.267表9(續(xù))單位為10mDB0223DB0224人機(jī)配合鋪設(shè)走管式軌道走管式軌道綜合表9(續(xù))單位為10mDB0225DB0226DB0227機(jī)械鋪設(shè)走管式軌道路基箱板走管式軌道綜合表9(續(xù))單位為10mDB0228DB0229人力拆除陸’上走管式軌道走管式軌道綜合單位為10mDB0230DB0231人機(jī)配合拆除走管式軌道走管式軌道綜合表9(續(xù))單位為10mDB0232DB0233DB0234機(jī)械拆除走管式軌道路基箱板走管式軌道綜合0.1240.1390.165表10單位為個(gè)DB0235DB0236DB0237DB0238一、二類土三、四類土一、二類土三、四類土埋設(shè)，深度(≤m)2綜合2.340表10(續(xù))單位為個(gè)DB0239DB0240DB0241DB0242一、二類土三、四類土一、二類土三、四類土拆除，埋設(shè)深度(≤m)2綜合2.0202.0202.532表11單位為根DB0243DB0244DB0245DB0246打樁，入土深度(≤m)1212綜合0.0670.1250.1000.143表11(續(xù))單位為根DB0247DB0248DB0249DB0250拔樁，入土深度(≤m)1212綜合0.0590.1000.0330.125注1:系指人力使用夯錘打樁。注2:入土深度>2m者，按打拔工具樁定額執(zhí)行。表12表13單位為架次定額編號DB0273DB0274DB0275DB0276DB0277DB0278DB0279DB0280DB0281DB0282簡易樁架柴油樁架塔式樁架高(≤m)走管式軌道式履帶式電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘超距移動(dòng)10m內(nèi)2.0600.2780.0640.4612.5300.6290.8474.590表13(續(xù))單位為架次定額編號DB0283DB0284DB0285DB0286DB0287DB0288DB0289DB0290DB0291DB0292簡易樁架柴油樁架塔式樁架高(≤m)走管式軌道式履帶式電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘超距移動(dòng)超過10m每加2m表13(續(xù))單位為架次定額編號DB0293DB0294DB0295DB0296DB0297DB0298DB0299DB0300DB0301DB0302簡易樁架柴油樁架塔式樁架高(≤m)走管式軌道式履帶式電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘電動(dòng)錘蒸汽錘90°調(diào)面2.2500.7630.1010.5992.8700.847表14單位為根DB0303DB0304DB0305DB0306DB0307DB0308DB0309DB0310直徑≤200mm直徑>200mm人力，長度(≤m)468468綜合0.0760.0890.1040.1270.1110.1260.1440.165表14(續(xù))單位為根DB0311DB0312DB0313DB0314DB0315DB0316DB0317DB0318直徑≤200mm直徑>200mm人機(jī)配合，長度(≤m)468468綜合注1:不包括樁木接長。注2:不安裝靴時(shí)，其時(shí)間定額乘以系數(shù)0.9。表15單位為個(gè)DB0319DB0320DB0321DB0322DB0323直徑(≤mm)0.1020.1510.2040.400表16單位為tDB0324DB0325每增加10m增加工日綜合表16(續(xù))單位為tDB0326DB0327每增加10m增加工日綜合表16(續(xù))單位為m3DB0328DB0329每增加10m增加工日.綜合表16(續(xù))單位為m3DB0330DB0331DB0332DB0333鋼筋混凝土矩形樁、方板樁打樁機(jī)拖運(yùn)每增加10m增加工日綜合表16(續(xù))單位為m3DB0334DB0335鋼筋混凝土管樁打樁機(jī)拖運(yùn)每增加10m增加工日綜合5.2.2.1陸上打、拔型鋼樁時(shí)間定額詳見表17表17單位為根DB0336DB0337DB0338DB0339DB0340DB0341簡易打樁機(jī)，入土深度(≤m)468468綜合表17(續(xù))單位為根DB0342DB0343DB0344DB0345DB0346DB0347DB0348DB0349柴油打樁機(jī)，入土深度(≤m)468468綜合表17(續(xù))單位為根DB0350DB0351DB0352DB0353手動(dòng)鉸車拔樁，入土深度(≤m)4646綜合表17(續(xù))單位為根DB0354DB0355DB0356DB0357DB0358DB0359DB0360DB0361電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)468468綜合注1:型鋼30#為準(zhǔn)，如打30#以外時(shí)，每增加10#其時(shí)間定額乘以系數(shù)1.3。注2:如間隔打樁時(shí)，其時(shí)間定額乘以系數(shù)1.05。表18單位為根DB0362DB0363DB0364DB0365DB0366DB0367簡易打樁機(jī)打樁，入土深度(≤m)468468綜合表18(續(xù))單位為根DB0368DB0369DB0370DB0371DB0372DB0373DB0374.DB0375柴油打樁機(jī)打樁，入土深度(≤m)468468綜合0.3680.4610.5740.7170.5180.6480.808表18(續(xù))單位為根DB0376DB0377DB0378DB0379手動(dòng)鉸車拔樁，入土深度(≤m)46462.511表18(續(xù))單位為根DB0380DB0381DB0382DB0383DB0384DB0385DB0386DB0387電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)468468綜合0.3860.4420.5170.6000.5430.6220.7270.844注1:型鋼30#為準(zhǔn)，如打30#以外時(shí)，每增加10#其時(shí)間定額乘以系數(shù)1.3。注2:如間隔打樁時(shí)，其時(shí)間定額乘以系數(shù)1.05。表19單位為根DB0388DB0389DB0390DB0391DB0392DB0393簡易打樁機(jī)打樁，入土深度(≤m)468468綜合0.4630.5550.6480.6510.7810.911表19(續(xù))單位為根DB0394DB0395DB0396DB0397DB0398DB0399DB0400DB0401二.級土柴油打樁機(jī)打樁，入土深度(≤m)468468綜合表19(續(xù))單位為根DB0402DB0403DB0404DB0405手動(dòng)鉸車拔樁，入土深度(≤m)4646綜合2.0952.797表19(續(xù))單位為根DB0406DB0407DB0408DB0409DB0410DB0411DB0412DB0413電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)468468綜合0.4280.4920.5740.6650.6020.6920.8080.935注1:型鋼30#為準(zhǔn)，如打30#以外時(shí)，每增加10#其時(shí)間定額乘以系數(shù)1.3。注2:如間隔打樁時(shí)，其時(shí)間定額乘以系數(shù)1.05。5.2.2.4陸上打、拔鎖口形鋼板樁時(shí)間定額詳見表20表20單位為根DB0414DB0415DB0416DB0417DB0418DB0419DB0420DB0421蒸汽打樁機(jī)打樁，入土深度(≤m)88綜合表20(續(xù))單位為根DB0422DB0423DB0424DB0425DB0426DB0427DB0428DB0429柴油打樁機(jī)打樁，入土深度(≤m)882.173表20(續(xù))單位為根DB0430DB0431DB0432DB0433DB0434DB0435DB0436DB0437電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)88綜合表20(續(xù))單位為根DB0438DB0439DB0440DB0441DB0442DB0443DB0444DB0445振動(dòng)打拔樁機(jī)拔樁，入土深度(≤m)88綜合注：本定額以樁寬500mm為準(zhǔn)，每增加50mm,其時(shí)間定額乘以系數(shù)1.4;每減少50mm,其時(shí)間定額乘以系數(shù)0.9。表21單位為根DB0446DB0447DB0448DB0449DB0450DB0451DB0452DB0453蒸汽打樁機(jī)打樁，入土深度(≤m)882.2572.5992.4072.758表21(續(xù))單位為根DB0454DB0455DB0456DB0457DB0458DB0459DB0460DB0461柴油打樁機(jī)打樁，入土深度(≤m)88綜合2.2252.415表21(續(xù))單位為根DB0462DB0463DB0464DB0465DB0466DB0467DB0468DB0469電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)88表21(續(xù))單位為根DB0470DB0471DB0472DB0473DB0474DB0475DB0476DB0477振動(dòng)打拔樁機(jī)拔樁，入土深度(≤m)88綜合0.7970.953注：本定額以樁寬500mm為準(zhǔn)，每增加50mm,其時(shí)間定額乘以系數(shù)1.4;每減少50mm,其時(shí)間定額乘以系數(shù)0.9。5.2.2.6船排上打、拔鎖口形鋼板樁時(shí)間定額詳見表22表22單位為根DB0478DB0479DB0480DB0481DB0482DB0483DB0484DB0485蒸汽打樁機(jī)打樁，入土深度(≤m)88綜合4.098表22(續(xù))單位為根DB0486DB0487DB0488DB0489DB0491DB0492DB0493柴油打樁機(jī)打樁，入土深度(≤m)88綜合表22(續(xù))單位為根DB0494DB0495DB0496DB0497DB0498DB0499DB0500DB0501電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)88綜合2.1182.5442.4852.9794.293表22(續(xù))單位為根DB0502DB0503DB0504DB0505DB0506DB0507DB0508DB0509振動(dòng)打拔樁機(jī)拔樁，入土深度(≤m)88綜合0.8902.147注：本定額以樁寬500mm為準(zhǔn)，每增加50mm,其時(shí)間定額乘以系數(shù)1.4;每減少50mm,其時(shí)間定額乘以系數(shù)0.9。表23單位為根DB0510DB0511DB0512DB0513DB0514DB0515DB0516DB0517電動(dòng)自由落錘(打樁稍徑≤200mm),入土深度(≤m)24682468綜合0.3630.4370.5820.8330.5100.6140.818表23(續(xù))單位為根DB0518DB0519DB0520DB0521DB0522DB0523DB0524DB0525柴油打樁機(jī)(打樁稍徑≤200mm),入土深度(≤m)24682468綜合0.2440.2920.3920.5170.3430.4110.5520.727表23(續(xù))單位為根DB0526DB0527DB0528DB0529DB0530DB0531DB0532DB0533電動(dòng)自由落錘(打樁稍徑>200mm),入土深度(≤m)24682468綜合表23(續(xù))單位為根DB0534DB0535DB0536DB0537DB0538DB0539DB0540DB0541柴油打樁機(jī)(打樁稍徑>200mm),入土深度(≤m)24682468綜合單位為根DB0542DB0543DB0544DB0545DB0546DB0547手動(dòng)鉸車拔樁，入土深度(≤m)2462460.4750.6800.9710.6670.956表23(續(xù))單位為根定額編.號DB0548DB0549DB0550DB0551DB0552DB0553DB0554DB0555一級土電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)24682468綜合表24單位為根DB0556DB0557DB0558DB0559DB0560DB0561DB0562DB0563電動(dòng)自由落錘(打樁稍徑≤200mm),入土深度(≤m)24682468綜合表24(續(xù))單位為根DB0564DB0565DB0566DB0567DB0568DB0569DB0570DB0571柴油打樁機(jī)(打樁稍徑≤200mm),入土深度(≤m)24682468綜合0.3490.4180.5570.4900.5880.783表24(續(xù))單位為根DB0572DB0573DB0574DB0575DB0576DB0577DB0578DB0579電動(dòng)自由落錘(打樁稍徑>200m),入土深度(≤m)24682468綜合0.6710.7970.9432.160表24(續(xù))單位為根DB0580DB0581DB0582DB0583DB0584DB0585DB0586DB0587柴油打樁機(jī)(打樁稍徑>200mm),入土深度(≤m)24682468綜合表24(續(xù))單位為根DB0588DB0589DB0590DB0591DB0592DB0593DB0594DB0595手動(dòng)鉸車拔樁，入土深度(≤m)24682468綜合0.6980.9710.9822.563表24(續(xù))單位為根DB0596DB0597DB0598DB0599DB0600DB0601電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)246246綜合5.2.2.9船排上打、拔圓木樁時(shí)間定額詳見表25表25單位為根DB0602DB0603DB0604DB0605DB0606DB0607DB0608DB0609電動(dòng)自由落錘(打樁稍徑≤200mm),入土深度(≤m)24682468綜合0.5740.6960.9250.8080.978表25(續(xù))單位為根DB0610DB0611DB0612DB0613DB0614DB0615DB0616DB0617柴油打樁機(jī)(打樁稍徑≤200mm),入土深度(≤m)24682468綜合表25(續(xù))單位為根DB0618DB0619DB0620DB0621DB0622DB0623DB0624DB0625電動(dòng)自由落錘(打樁稍徑>200mm),入土深度(≤m)24682468綜合表25(續(xù))單位為根DB0626DB0627DB0628DB0629DB0630DB0631DB0632DB0633柴油打樁機(jī)(打樁稍徑>200mm),入土深度(≤m)246824680.5020.6090.9040.7060.856表25(續(xù))單位為根DB0634DB0635DB0636DB0637DB0638DB0639手動(dòng)鉸車拔樁，入土深度(≤m)2462460.7522.173表25(續(xù))單位為根DB0640DB0641DB0642DB0643DB0644DB0645DB0646DB0647電動(dòng)卷揚(yáng)機(jī)拔樁，入土深度(≤m)24682468綜合5.3.1.2陸上打圓木樁時(shí)間定額詳見表26表26單位為根DB0648DB0649DB0650DB0651DB0652DB0653DB0654DB0655電動(dòng)自由落錘(打樁稍徑≤200mm),入土深度(≤m)468468綜合0.4850.6470.9250.6820.909表26(續(xù))單位為根DB0656DB0657DB0658DB0659DB0660DB0661DB0662DB0663柴油打樁機(jī)(打樁稍徑≤200mm),入土深度(≤m)468468綜合0.3350.4370.5740.6380.4710.6140.8080.898表26(續(xù))單位為根DB0664DB0665DB0668DB0669DB0670DB0671電動(dòng)自由落錘(打樁稍徑>200mm),入土深度(≤m)468468綜合表26(續(xù))單位為根DB0672DB0673DB0674DB0675DB0676DB0677DB0678.DB0679柴油打樁機(jī)(打樁稍徑>200mm),入土深度(≤m)4684680.4250.5640.7520.8330.5970.794表27單位為根DB0680DB0682DB0683DB0684DB0685DB0686DB0687電動(dòng)自由落錘(打樁稍徑≤200mm),入土深度(≤m)468468綜合0.6960.9250.9782.600表27(續(xù))單位為根DB0688DB0689DB0690DB0691DB0692DB0693DB0694DB0695柴油打樁機(jī)(打樁稍徑≤200mm),入土深度(≤m)468468綜合0.4650.6210.8190.9070.6540.903表27(續(xù))單位為根DB0696DB0697DB0698DB0699DB0700DB0701DB0702DB0703二級土電動(dòng)自由落錘(打樁稍徑>200mm),入土深度(≤m)4684680.8342.1362.3942.654表27(續(xù))單位為根DB0704DB0705DB0706DB0707DB0708DB0709DB0710DB0711柴油打樁機(jī)(打樁稍徑>200mm),入土深度(≤m)468468綜合0.6090.8110.8565.3.3.2船排上打圓木樁時(shí)間定額詳見表28表28單位為根DB0712DB0713DB0714DB0715DB0716DB0717DB0718DB0719電動(dòng)自由落錘(打樁稍徑≤200mm),入土深度(≤m)468468綜合0.7712.0692.277表28(續(xù))單位為根DB0720DB0721DB0722DB0723DB0724DB0725DB0726DB0727柴油打樁機(jī)(打樁稍徑≤200mm),入土深度(≤m)468468綜合0.6100.6890.9070.8570.969表28(續(xù))DB0728DB0729DB0730DB0731DB0732DB0733DB0734DB0735電動(dòng)自由落錘(打樁稍徑>200mm),入土深度(≤m)468468綜合表28(續(xù))DB0736DB0737DB0738DB0739DB0740DB0741DB0742DB0743柴油打樁機(jī)(打樁稍徑>200mm),入土深度(≤m)4684680.6940.8980.9765.3.4.1*工作內(nèi)容：表29單位為根DB0744DB0745DB0746DB0747DB0748DB0749DB0750DB0751樁斷面≤0.05m2簡易打樁機(jī)(電動(dòng)、陸上),入土深度(≤m)48460.4280.5050.5930.6970.6020.7100.8340.980表29(續(xù))單位為根DB0752DB0753DB0754DB0755DB0756DB0757DB0758DB0759樁斷面≤0.05m2簡易打樁機(jī)(電動(dòng)、支架上),入土深度(≤m)4684680.5050.5930.7010.8290.7100.8340.986表29(續(xù))單位為根DB0760DB0761DB0762DB0763DB0764DB0765DB0766DB0767樁斷面≤0.05m2簡易打樁機(jī)(電動(dòng)、船上),入土深度(≤m)468468綜合表29(續(xù))單位為根DB0768DB0769DB0770DB0771DB0772DB0773DB0774DB0775樁斷面≤0.05m2柴油打樁機(jī)(0.6t、陸上),入土深度(≤m)4684680.3280.3860.4530.5330.4620.5430.6370.749表29(續(xù))DB0776DB0777DB0778DB0779DB0780DB0781DB0782DB0783樁斷面≤0.05m2柴油打樁機(jī)(0.6t、支架上),入土深度(≤m)468468綜合0.3780.4420.5130.5960.5320.6220.7220.838表29(續(xù))單位為根DB0784DB0785DB0786DB0787DB0788DB0789DB0790DB0791樁斷面≤0.05m2柴油打樁機(jī)(0.6t、船上),入土深度(≤m)468468綜合表29(續(xù))單位為根DB0792DB0793DB0794DB0795DB0796DB0797樁斷面≤0.105m2柴油打樁機(jī)(1.2t、陸上),入土深度(≤m)88綜合表29(續(xù))單位為根DB0798DB0799DB0800DB0801DB0802DB0803樁斷面≤0.105m2柴油打樁機(jī)(1.2t、支架上),入土深度(≤m)88綜合0.898表29(續(xù))單位為根DB0804DB0805DB0806DB0807DB0808DB0809樁斷面≤0.105m2柴油打樁機(jī)(1.2t、船上),入土深度(≤m)88綜合2.056表29(續(xù))單位為根DB0810DB0811DB0812DB0813DB0814DB0815DB0816DB0817DB0818DB0819樁斷面≤0.105m2 二級土蒸汽打樁機(jī)(3t、陸上),入土深度(≤m)88綜合2.1432,1792.571表29(續(xù))單位為根DB0820DB0821DB0822DB0823DB0824DB0825DB0826DB0827DB0828DB0829樁斷面≤0.105m2 蒸汽打樁機(jī)(3t、支架上),入土深度(≤m)88綜合2.0952.4612.1212.5032.947表29(續(xù))單位為根DB0830DB0831DB0832DB0833DB0834DB0835DB0836DB0837DB0838DB0839樁斷面≤0.105m2蒸汽打樁機(jī)(3t、船上),入土深度(≤m)882.1062.4612.9032.1212.4982.9624.083表29(續(xù))單位為根DB0840DB0841DB0842DB0843DB0844DB0845DB0846DB0848DB0849樁斷面≤0.105m2柴油打樁機(jī)(1.5t、陸上),入土深度(≤m)88綜合0.6650.8760.9070.935表29(續(xù))單位為根DB0850DB0851DB0852DB0853DB0854DB0855DB0856DB0857DB0858DB0859樁斷面≤0.105m2柴油打樁機(jī)(1.5t、支架上),入土深度(≤m)88綜合0.7640.8982.059表29(續(xù))單位為根DB0860DB0861DB0862DB0863DB0864DB0865DB0866DB0867DB0868DB0869樁斷面≤0.105m2柴油打樁機(jī)(1.5t、船上),入土深度(≤m)88綜合0.8062.0592.422表29(續(xù))單位為根DB0870DB0871DB0872DB0873DB0874DB0875DB0876DB0877DB0878DB0879樁斷面≤0.105m2蒸汽打樁機(jī)(5～7t、陸上),入土深度(≤m)88綜合0.9532.1742.569表29(續(xù))單位為根DB0880DB0881DB0882DB0883DB0884DB0885DB0886DB0887DB0888DB0889樁斷面≤0.105m2蒸汽打樁機(jī)(5~7t、支架上),入土深度(≤m)88綜合2.0912.1302.5112.940表29(續(xù))DB0890DB0891DB0892DB0893DB0894DB0895DB0896DB0897DB0898DB0899樁斷面≤0.105m2蒸汽打樁機(jī)(5～7t、船上),入土深度(≤m)88綜合2.0912.1052.4652.1222.9402.961表29(續(xù))單位為根DB0900DB0901DB0902DB0903DB0904DB0905DB0906DB0907DB0908DB0909樁斷面≤0.16m2履帶式柴油打樁機(jī)(2.5～3.5t、陸上),人土深度(≤m)2.0262.3872.8032.4202.8494.632表29(續(xù))單位為根DB0910DB0911DB0912DB0913DB0914DB0915DB0916DB0917DB0918DB0919樁斷面≤0.16m2軌道式柴油打樁機(jī)(2.5～3.5t、陸上),入土深度(≤m)綜合2.2112.5992.6414.306表29(續(xù))單位為根DB0920DB0921DB0922DB0923DB0924DB0925DB0926DB0927DB0928DB0929樁斷面≤0.16m2柴油打樁機(jī)(2.5～3.5t、支架上),入土深度(≤m)綜合2.0662.4242.8972.9054.0754.742表29(續(xù))單位為根DB0930DB0931DB0932DB0933DB0934DB0936DB0937DB0938DB0939樁斷面≤0.16m2柴油打樁機(jī)(2.5～3.5t、船上),入土深度(≤m)綜合4.6714.0334.736表29(續(xù))單位為根DB0940DB0941DB0942DB0943DB0944DB0945DB0946DB0947DB0948DB0949樁斷面≤0.16m2蒸汽打樁機(jī)(5~7t、陸上),入土深度(≤m)綜合4.3854.443表29(續(xù))單位為根DB0950DB0951DB0952DB0953DB0954DB0955DB0956DB0957DB0958DB0959樁斷面≤0.16m2蒸汽打樁機(jī)(5～7t、支架上),入土深度(≤m)綜合2.9424.0894.7964.1384.8796.746表29(續(xù))單位為根DB0960DB0961DB0962DB0963DB0964DB0965DB0966DB0967DB0969樁斷面≤0.16m2蒸汽打樁機(jī)(5～7t、船上),入土深度(≤m)綜合4.0924.7996.6604.8796.7509.367表29(續(xù))單位為根DB0970DB0971DB0972DB0973DB0974DB0975DB0976DB0977DB0978DB0979樁斷面≤0.225m2履帶式柴油打樁機(jī)(3.5～4.5t、陸上),入土深度(≤m)綜合2.3502.7662.3942.8104.580表29(續(xù))單位為根DB0980DB0981DB0982DB0983DB0984DB0985DB0986DB0987DB0988DB0989樁斷面≤0.225m2軌道式柴油打樁機(jī)(3.5～4.5t、陸上),入土深度(≤m)綜合2.1832.5722.6154.2544.983表29(續(xù))單位為根DB0990DB0991DB0992DB0993DB0994DB0995DB0996DB0997DB0998DB0999樁斷面≤0.225m2柴油打樁機(jī)(3.5～4.5t、支架上),入土深度(≤m)綜合2.0442.4052.8312.8754.684表29(續(xù))單位為根DB1000DB1001DB1002DB1003DB1004DB1005DB1006DB1007DB1008DB1009樁斷面≤0.225m2柴油打樁機(jī)(3.5～4.5t、船上),入土深度(≤m)綜合2.4052.8314.5794.6846.440表29(續(xù))單位為根DB1010DB1011DB1012DB1013DB1014DB1015DB1016DB1017DB1018DB1019樁斷面≤0.225m2蒸汽打樁機(jī)(7～10t、陸上),入土深度(≤m)綜合2.6554.3204.3976.076表29(續(xù))單位為根DB1020DB1021DB1022DB1023DB1024DB1025DB1026DB1027DB1028DB1029樁斷面≤0.225m2蒸汽打樁機(jī)(7～10t、支架上),入土深度(≤m)綜合2.9144.0424.7454.0984.8146.674表29(續(xù))單位為根DB1030DB1031DB1032DB1033DB1034DB1035DB1036DB1037DB1038DB1039樁斷面≤0.225m2蒸汽打樁機(jī)(7～10t、船上),入土深度(≤m)綜合4.0424.7456.5584.8146.6749.224表29(續(xù))單位為根DB1040DB1041DB1042DB1043DB1044DB1045DB1046DB1047DB1048DB1049樁斷面≤0.25m2履帶式柴油打樁機(jī)(4.5～6t、陸上),入土深度(≤m)綜合2.1002.2482.6462.9534.384表29(續(xù))單位為根DB1050DB1051DB1052DB1053DB1054DB1055DB1056DB1057DB1058DB1059樁斷面≤0.25m2軌道式柴油打樁機(jī)(4.5～6t、陸上),入土深度(≤m)綜合2.2942.7014.4034.4756.193表29(續(xù))單位為根DB1060DB1061DB1062DB1063DB1064DB1065DB1066DB1067DB1068DB1069樁斷面≤0.25m2柴油打樁機(jī)(4.5～6t、支架上),入土深度(≤m)綜合2.5252.9794.1074.8474.1894.9056.817表29(續(xù))DB1070DB1071DB1072DB1073DB1074DB1075DB1076DB1077DB1078DB1079樁斷面≤0.25m2柴油打樁機(jī)(4.5～6t、船上),入土深度(≤m)綜合2.9794.1074.8474.1894.9056.8178.027表29(續(xù))DB1080DB1081DB1082DB1083DB1084DB1085DB1086DB1087DB1088DB1089樁斷面≤0.25m2蒸汽打樁機(jī)(7～10t、陸上),入土深度(≤m)綜合4.5794.6198.847表29(續(xù))單位為根DB1090DB1091DB1092DB1093DB1094DB1095DB1096DB1097DB1098DB1099樁斷面≤0.25m2蒸汽打樁機(jī)(7～10t、支架上),入土深度(≤m)綜合4.2464.9776.9016.9998.2359.705表29(續(xù))單位為根樁斷面≤0.25m2包括移動(dòng)鉆桿、就位、鉆孔、插樁就位、打樁等。5.3.5.2螺旋鉆桿鉆打鋼筋混凝土方樁時(shí)間定額詳見表30履帶鉆桿式柴油打樁機(jī)(4.5t),入土深度(≤m)表30(續(xù))單位為根DB1130DB1131DB1132DB1133DB1134DB1135DB1136DB1137DB1138DB1139樁斷面≤0.25m2履帶鉆桿式柴油打樁機(jī)(6t),入土深度(≤m)綜合2.2112.6834.38454.5546.167表31單位為10mDB1140DB1141DB1142DB1143DB1144孔徑≤800mm砂土、黏土砂礫礫石卵石極軟巖軟巖較堅(jiān)硬巖綜合20.61329.33261.550表31(續(xù))單位為10mDB1147DB1148DB1150DB1151DB1152DB1153孔徑≤1000mm砂土、黏土砂礫礫石卵石極軟巖軟巖較堅(jiān)硬巖綜合6.09423.15632.95044.00069.156表31(續(xù))單位為10mDB1154DB1155DB1156DB1157DB1158DB1159DB1160孔徑≤1200mm砂土、黏土砂礫礫石卵石極軟巖軟巖較堅(jiān)硬巖綜合6.60021.21924.81334.61945.662表31(續(xù))單位為10mDB1161DB1162DB1163DB1164DB1165DB1166DB1167孔徑≤1500mm砂土、黏土砂礫礫石卵石極軟巖軟巖較堅(jiān)硬巖綜合22.87526.25648.311表31(續(xù))單位為10mDB1168DB1169DB1170DB1171DB1172DB1173DB1174孔徑≤2000mm砂土、黏土砂礫礫石卵石極軟巖軟巖較堅(jiān)硬巖綜合8.90027.70040.3125.4.2.2.1陸上安、拆鋼護(hù)筒時(shí)間定額詳見表32表32單位為套DB1175DB1176DB1177DB1178安裝(筒徑≤1000mm)1212綜合0.8002.0002.875單位為套DB1179DB1180DB1181DB1182安裝(筒徑≤1200mm)筒長(≤m)12122.500表32(續(xù))單位為套DB1183DB1184DB1185DB1186安裝(筒徑≤1500mm)212綜合4.762表32(續(xù))單位為套DB1187DB1188DB1189DB1190拆除(筒徑≤1000mm)筒長(≤m)1212綜合表32(續(xù))單位為套DB1191DB1192DB1193DB1194拆除(筒徑≤1200mm)筒長(≤m)1212綜合表32(續(xù))單位為套DB1195DB1196DB1197DB1198拆除(筒徑≤1500mm)筒長(≤m)1212綜合表33DB1199DB1200DB1201DB1202機(jī)械(振動(dòng)錘打護(hù)筒)安裝(護(hù)筒長度3m),筒徑(≤cm)綜合0.5990.7522.141表33(續(xù))單位為套DB1203DB1204DB1205DB1206機(jī)械(振動(dòng)錘打護(hù)筒)拆除(護(hù)筒長度3m),筒徑(≤cm)綜合表33(續(xù))單位為套DB1207DB1208DB1209DB1210機(jī)械(振動(dòng)錘打護(hù)筒)安裝(護(hù)筒長度4m),筒徑(≤cm)綜合0.6580.8922.227表33(續(xù))單位為套DB1211DB1212DB1213DB1214機(jī)械(振動(dòng)錘打護(hù)筒)拆除(護(hù)筒長度4m),筒徑(≤cm)0.7190.8622.475表33(續(xù))單位為套DB1215DB1216DB1217DB1218機(jī)械(振動(dòng)錘打護(hù)筒)安裝(護(hù)筒長度5m),筒徑(≤cm)綜合表33(續(xù))單位為套DB1219DB1220DB1221DB1222機(jī)械(振動(dòng)錘打護(hù)筒)拆除(護(hù)筒長度5m),筒徑(≤cm)綜合表33(續(xù))單位為套DB1223DB1224DB1225DB1226機(jī)械(振動(dòng)錘打護(hù)筒)安裝(護(hù)筒長度6m),筒徑(≤cm)0.7810.9012.571表33(續(xù))DB1227DB1228DB1229DB1230機(jī)械(振動(dòng)錘打護(hù)筒)拆除(護(hù)筒長度6m),筒徑(≤cm)綜合表33(續(xù))單位為套DB1231DB1232DB1233DB1234機(jī)械(振動(dòng)錘打護(hù)筒)安裝(護(hù)筒長度7m),筒徑(≤cm)綜合0.9012.915表33(續(xù))單位為套DB1235DB1236DB1237DB1238機(jī)械(振動(dòng)錘打護(hù)筒)拆除(護(hù)筒長度7m),筒徑(≤cm)綜合表33(續(xù))單位為套DB1239DB1240DB1241DB1242機(jī)械(振動(dòng)錘打護(hù)筒)安裝(護(hù)筒長度8m),筒徑(≤cm)綜合表33(續(xù))單位為套DB1243DB1244DB1245DB1246機(jī)械(振動(dòng)錘打護(hù)筒)拆除(護(hù)筒長度8m),筒徑(≤cm)表33(續(xù))單位為套DB1247DB1248DB1249DB1250機(jī)械(振動(dòng)錘打護(hù)筒)安裝(護(hù)筒長度9m),筒徑(≤cm)綜合表33(續(xù))單位為套DB1251DB1252DB1253DB1254機(jī)械(振動(dòng)錘打護(hù)筒)拆除(護(hù)筒長度9m),筒徑(≤cm)綜合2.000注：本定額入土深度3m為準(zhǔn)，每增加1m,時(shí)間定額乘以系數(shù)1.15。表34人機(jī)配合(護(hù)筒直徑≤800mm),護(hù)筒(長m)0.813表34(續(xù))單位為套DB1265DB1266DB1267DB1268DB1269DB1270DB1271DB1272人機(jī)配合(護(hù)筒直徑≤1000mm),護(hù)筒(長m)123456789綜合表34(續(xù))單位為套DB1275DB1276DB1277DB1278DB1279DB1280DB1281DB1282DB1283DB1284人機(jī)配合(護(hù)筒直徑≤1200mm),護(hù)筒(長m)123456789綜合2.1012.3202.5512.793漸ULuTvo689S力C乙(67S'I61I'I0S0'TZS6°0v6L06IL0號漸68L9SbE7I號LL8068L9S力E乙I(w牙)圓4(uru000I>砂草圓4)14各章頭耳東數(shù)LL8068L9S力E乙I(w牙)蝎年(uu008>砂草鼎4)4章頭東9E9'EC907698'T0ZS'I早710℃ZEL788f7897乙I68L9S節(jié)E乙(W身)蝎(uru00SI>死草蝎4)早理4Y水上安裝鋼筋混凝土管護(hù)筒時(shí)間定額詳見表35單位為套DB1335DB1336DB1337DB1338DB1339DB1340DB1341DB1342人機(jī)配合(護(hù)筒直徑≤800mm),護(hù)筒入土深度(m)12341234綜合表35(續(xù))單位為套DB1343DB1344DB1345DB1346DB1347DB1348人機(jī)配合(護(hù)筒直徑≤1000mm),護(hù)筒入土深度(m)123123綜合2.1192.1602.3812.618表35(續(xù))單位為套DB1349DB1350DB1351DB1352人機(jī)配合(護(hù)筒直徑≤1200mm),護(hù)筒入土深度(m)1212綜合2.1512.5972.857表35(續(xù))單位為套DB1353DB1354DB1355DB1356人機(jī)配合(