1、工工程程量量清清单单表表合同段：A23合同段溪口1号桥标表2清清单单 第第200200章章 路路 基基细细目目号号细细目目名名称称单单位位数数量量单单价价合合价价203挖方路基203-1路基挖方-a挖土方m320000.0204填方路基204-1路基填筑（包括填前压实）-a利用土方m312932.0-d借土填方m322068.0清单 第200章 合计 人民币 元清单 第 2 页 共 5 页工工程程量量清清单单表表合同段：A23合同段溪口1号桥标表2清清单单 第第400400章章 桥桥梁梁、涵涵洞洞细细目目号号细细目目名名称称单单位位数数量量单单价价合合价价401通则401-3地质钻探及取样试验2、（暂定工程量）-b110mmm403钢筋403-1基础钢筋（含灌注桩、承台、桩系梁、沉桩、沉井等）-a光圆钢筋（HPB235、HPB300）kg-b带肋钢筋（HRB335、HRB400）kg403-2下部结构钢筋-a光圆钢筋（HPB235、HPB300）kg10942.300-b带肋钢筋（HRB335、HRB400）kg45083.400403-3上部结构钢筋-a光圆钢筋（HPB235、HPB300）kg111920.000-b带肋钢筋（HRB335、HRB400）kg114907.500403-4附属结构钢筋-a光圆钢筋（HPB235、HPB300）kg4464.800-b带肋钢筋（HRB33、35、HRB400）kg37804.000404-1干处开挖土方-a土方m3745.000-b石方m3979.000404-2水下基础挖方-a土方m3-b石方m31478.000405-1陆上钻孔灌注桩-a桩径150cmm1710.000410结构混凝土工程410-1混凝土基础-aC20片（卵）石混凝土桥台基础m3616.000-bC25混凝土桥墩基础m3591.000410-2混凝土下部结构-a桥台混凝土m3873.000-b桥墩混凝土m3236.400-c盖梁混凝土m3248.000-d台帽混凝土m3149.400410-5桥梁上部结构现浇整体化混凝土-a桥面板及横隔板m3681.000-4、bT梁先简支后连续现浇湿接缝混凝土m324.200410-6现浇混凝土附属结构-a混凝土护栏m3175.200-b混凝土桥头搭板m3123.000-c混凝土支承垫石及抗震挡块m35.000411预应力混凝土工程411-5后张法预应力钢绞线-a15.2预应力钢绞线kg44843.000411-8预制预应力混凝土上部结构-aT形梁m3869.960413砌石工程413-1浆砌片石-aM7.5砂浆砌筑桥台锥体护坡m3124.300415桥面铺装415-1沥青混凝土桥面铺装-a中粒式沥青混凝土m3329.800416桥梁支座416-1板式橡胶支座dm3-a板式橡胶支座个30.000-b四氟滑板支座个25、0.000-c四氟滑板支座个20.000417桥梁接缝和伸缩装置417-2模数式伸缩装置-aD-80型m48.000清单 第400章 合计 人民币 5286366 元报报价价原原始始数数据据表表（钻钻孔孔桩桩）建设项目名称：xx-xx高速公路编制范围：A23合同段溪口1号桥项项目目节节细细目目名名称称4405-1陆上钻孔灌注桩-a桩径150cm4-2-2-7编织袋围堰高2.5m4-2-5-3机械筑岛填土4-4-9-7干处埋设钢护筒4-4-9-8换5m以内水深埋设钢护筒4-4-4-42回旋钻机陆地上钻孔(桩径150cm以内，孔深40m以内，黏土)4-4-4-43回旋钻机陆地上钻孔(桩径150cm6、以内，孔深40m以内，砂砾)4-4-4-46回旋钻机陆地上钻孔(桩径150cm以内，孔深40m以内，软石)1-1-11-5换装载质量10t以内自卸汽车运土5km(钻孔桩沉渣外运)4-4-8-28灌注桩检测管4-4-8-12灌注桩混凝土回旋、潜水钻成孔(150cm以内，输送泵)4-11-11-14换40m3/h以内混凝土拌和站(楼)拌和4-11-11-24换运输能力6m3以内搅拌运输车运混凝土2km单单位位工工程程量量费费率率号号备备注注0.0m1710.010m围堰13.6 构造物100m3筑岛实体6.0 构造物1t54.528 钢材及钢结构1t37.488 钢材及钢结构2003022 量 07、.22003004 量 0.02003005 量 0.08019023 量 0.08019003 量 0.010m57.0 构造物10m90.0 构造物10m36.0 构造物1000m3天然密实方3.234 运输实际运距(km):5km1t16.313 钢材及钢结构10m3实体302.18 构造物100m330.218 构造物定额*1.224100m330.218 运输实际运距(km):2m定额*1.224单单价价分分析析表表（21-2表表格格式式）项项目目编编号号：405-1-a项项目目名名称称：陆陆上上钻钻孔孔灌灌注注桩桩（桩桩径径150cm）1710代代号号工工 程程 项项 目目编编织织8、袋袋围围堰堰筑筑岛岛填填心心工工 程程 细细 目目编编织织袋袋围围堰堰高高2.5m机机械械筑筑岛岛填填土土定定 额额 单单 位位10m围围堰堰100m3筑筑岛岛实实体体工工 程程 数数 量量13.6006.000定定 额额 表表 号号42274253工工料料机机名名称称单单位位定定额额单单价价(元元)预预算算单单价价(元元)定定额额数数量量金金额额(元元)定定额额1001001 人人工工工工日日106.2834.700471.92004.3002001022 2022号号铁铁丝丝镀镀锌锌铁铁丝丝kg4.792003005 钢钢板板t3547.012003008 钢钢管管t4179.4920039、022 钢钢护护筒筒t4273.52009011 电电焊焊条条kg5.732009028 铁铁件件kg4.533005004 水水m32.724003002 锯锯材材m31504.425001052 塑塑料料编编织织袋袋个个1.451498.00020372.80005501003 黏黏土土m311.655503005 中中（粗粗）砂砂m387.385505013 碎碎石石（4cm）m386.415509001 32.5级级水水泥泥t307.697801001 其其他他材材料料费费元元17901001 设设备备摊摊销销费费元元18001002 功功率率75kW以以内内履履带带式式推推土土机机台10、台班班884.210.3108001035 斗斗容容量量1.0m3履履带带式式单单斗斗挖挖掘掘机机台台班班1052.198001045 斗斗容容量量1.0m3轮轮胎胎式式装装载载机机台台班班585.228005031 容容量量6m3以以内内混混凝凝土土搅搅拌拌运运输输车车台台班班1848.728005051 排排量量60m3/h以以内内混混凝凝土土输输送送泵泵台台班班1260.38005058 生生产产能能力力40m3/h以以内内混混凝凝土土搅搅拌拌站站台台班班1200.698007009 装装载载质质量量15t以以内内载载货货汽汽车车台台班班915.448007015 装装载载质质量量10t11、以以内内自自卸卸汽汽车车台台班班759.158009028 提提升升质质量量16t以以内内汽汽车车式式起起重重机机台台班班1023.738009029 提提升升质质量量20t以以内内汽汽车车式式起起重重机机台台班班1208.738009081 牵牵引引力力50kN以以内内单单筒筒慢慢动动电电动动卷卷扬扬机机台台班班172.38011012 激激振振力力300kN以以内内振振动动打打拔拔桩桩锤锤台台班班558.798011035 钻钻孔孔直直径径1500mm以以内内回回旋旋钻钻机机台台班班1346.698011056 泥泥浆浆分分离离器器台台班班431.538011057 容容量量100150L12、泥泥浆浆搅搅拌拌机机台台班班124.58015028 容容量量32kVA以以内内交交流流电电弧弧焊焊机机台台班班184.238015029 容容量量42kVA以以内内交交流流电电弧弧焊焊机机台台班班227.828019003 功功率率147kW以以内内内内燃燃拖拖轮轮台台班班1614.158099001 小小型型机机具具使使用用费费元元19999001 定定额额直直接接费费元元15860796960731定定额额人人工工费费+定定额额机机械械费费元元50156直直接接费费元元0措措施施费费措措施施费费元元0措措施施费费元元0企企业业管管理理费费元元0人人工工费费与与施施工工机机械械人人工工费费13、之之和和0规规费费0利利润润0税税金金0合合计计0单单位位单单价价0.00每每m m单单价价0.00m钢钢护护筒筒钢钢护护筒筒陆陆地地上上钻钻孔孔干干处处埋埋设设钢钢护护筒筒5m以以内内水水深深埋埋设设钢钢护护筒筒回回旋旋钻钻机机陆陆地地上上钻钻孔孔(桩桩径径150cm以以内内，孔孔深深40m以以内内，黏黏土土)1t1t10m54.52837.48857.00044974498改改44442数数量量金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量25.80004.400239.92303.700138.70607.800444.6000.100514、.45300.2007.49800.2007.49800.30017.1000.20011.40025.000 1425.0000.0020.07500.0120.6845.490299.35906.710382.4701.80067.47801.60091.20017.100974.7001.86000.0301.7100.0603.4200.0703.9900.1407.63400.0301.12500.31011.62100.2308.62201.70096.9000.0804.5600.54030.7800.0200.75000.0301.7100.0802.99900.60022.415、93043860112861508016066020603571203547单单价价分分析析表表（21-2表表格格式式）筑筑岛岛填填心心机机械械筑筑岛岛填填土土100m3筑筑岛岛实实体体6.000425343873472627923000000000000417171049120000000000000.000.000.000.000.000.00陆陆地地上上钻钻孔孔陆陆地地上上钻钻孔孔自自卸卸汽汽车车运运输输土土石石方方回回旋旋钻钻机机陆陆地地上上钻钻孔孔(桩桩径径150cm以以内内，孔孔深深40m以以内内，砂砂砾砾)回回旋旋钻钻机机陆陆地地上上钻钻孔孔(桩桩径径150cm以以内内，孔孔深深16、40m以以内内，软软石石)10t内内自自卸卸汽汽车车外外运运钻钻孔孔桩桩沉沉渣渣5km10m10m1000m3天天然然密密实实方方90.00036.0003.234444434444611115改改金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)011.200 1008.000017.600633.60000.00000.00000.00000.00000.000000.40036.00001.20043.20000.000000.20018.00000.2007.20000.0000039.000 3510.000034.00017、 1224.00000.000000.0121.08000.0120.43200.00000.0000013.420 1207.800011.760423.36000.00000.00000.00000.000001.600144.00001.60057.60000.0000018.200 1638.000037.300 1342.80000.00000.000000.0302.70000.0301.08000.00000.00000.00000.00000.000000.0605.40000.0602.16000.000013.4643.530000.0706.30000.0702.520018、0.00000.00000.00000.000002.840255.60006.240224.64000.000000.0908.10000.1304.68000.000000.54048.60000.54019.44000.00000.000000.0403.60000.1204.32000.00000.00000.000005592503280010877391572010219330480单单价价分分析析表表（21-2表表格格式式）陆陆地地上上钻钻孔孔回回旋旋钻钻机机陆陆地地上上钻钻孔孔(桩桩径径150cm以以内内，孔孔深深40m以以内内，黏黏土土)444421929514759443819、0977330460000000000000000280266753655077000000000000000000.000.000.000.000.000.000.000.00钢钢筋筋及及检检测测钢钢管管混混凝凝土土混混凝凝土土拌拌和和及及运运输输混混凝凝土土拌拌和和及及运运输输灌灌注注桩桩检检测测管管灌灌注注桩桩混混凝凝土土回回旋旋、潜潜水水钻钻成成孔孔(150cm以以内内，输输送送泵泵)40m3/h以以内内混混凝凝土土拌拌和和站站(楼楼)拌拌和和运运输输能能力力6m3以以内内搅搅拌拌运运输输车车运运混混凝凝土土3km1t10m3实实体体100m3100m316.313302.18030.20、21830.21844828448124111114,定定额额*1.2244111124,定定额额*1.224,改改定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)定定额额4.40071.77706.700 2024.60601.30021.20700.0010.01601.06817.42203.40055.464026.000 7856.68006.240 1885.60308.450 2553.42105.226 1579.193038.200623.15701.700513.706068.900#00.46514.05100.46514.21、05101.6650.10030.21800.52615.89501.02016.63907.800127.2410519484730038631167321013153973702186108212532593973200000000000018643384100620000000000000.000.000.000.000.000.00合合 计计数数量量金金额额(元元)数数量量金金额额(元元)5058.932021.20700.016017.422012.9500159.262036.6000#02.2710#02312.98901885.60302553.42101579.193014922、7.1410#015.91105.490014.051050.313050.313030.218015.895010.980043.530012.81008.759011.62108.6220577.140017.340098.820017.38909.63002.9990149.73406605700混混凝凝土土拌拌和和及及运运输输运运输输能能力力6m3以以内内搅搅拌拌运运输输车车运运混混凝凝土土3km100m330.2184111124,定定额额*1.224,改改930151596936000000005635178623000000000.000.000.00表表A.0.3-3A.0.323、-3 材材料料预预算算单单价价计计算算表表建设项目名称：xx-xx高速公路编制范围：A23合同段溪口1号桥代代号号规规格格名名称称单单位位原原价价（元元）运运杂杂费费供供应应地地点点运运输输方方式式、比比重重及及运运距距（KMKM）毛毛质质量量系系数数或或单单位位毛毛质质量量5503005中（粗）砂m3105.000汽车、1.0、21.01.5000005505013碎石（4cm）m395.000汽车、1.0、11.01.500000550900132.5级水泥t422.000汽车、1.0、28.01.010000第 1 页 共 1 页22表原原价价运运费费合合计计（元元）场场外外运运输输损损24、耗耗采采购购及及保保管管费费预预算算单单价价（元元）运运杂杂费费构构成成说说明明或或计计算算式式单单位位运运费费（元元）费费率率（）金金额额（元元）费费率率（）金金额额（元元）(0.6*21.0+5.0*1.0+10.0)*1*1.541.400146.402.5003.6602.0603.091153.150(0.6*11.0+5.0*1.0+10.0)*1*1.532.400127.401.0001.2742.0602.651131.320(0.6*28.0+5.0*1.0+10.0)*1*1.0132.120454.121.0004.5412.0609.448468.110表表A.0.325、-3A.0.3-3 材材料料预预算算单单价价计计算算表表运运杂杂费费施施工工机机械械台台班班单单价价计计算算表表（2424表表）项目名称：A23合同段xx1号大桥序序号号代代号号机机械械名名称称台台班班单单价价（元元）不不变变费费用用(元元)调调整整系系数数：1.0定定额额18001002 功率75kW以内履带式推土机852.77262.6728001035 斗容量1.0m3履带式单斗挖掘机1013.18358.3438001045 斗容量1.0m3轮胎式装载机552.70114.1648005031容量6m3以内混凝土搅拌运输车1281.52795.0958005051排量60m3/h以内混26、凝土输送泵1433.34837.9668005058 生产能力40m3/h以内混凝土搅拌站1400.56536.7278007009 装载质量15t以内载货汽车877.82349.9688007015 装装载载质质量量10t以以内内自自卸卸汽汽车车726.57241.3398009028 提升质量16t以内汽车式起重机1013.15546.16108009029 提升质量20t以内汽车式起重机1196.82709.36118009081 牵引力50kN以内单筒慢动电动卷扬机202.6219.57128011012 激振力300kN以内振动打拔桩锤627.19238.65138011035 钻孔27、直径1500mm以内回旋钻机1613.08652.55148011056 泥浆分离器464.57178.17158011057 容量100150L泥浆搅拌机134.949.29168015028 容量32kVA以内交流电弧焊机228.485.17178015029 容量42kVA以内交流电弧焊机295.015.42188019003 功率147kW以内内燃拖轮1558.23437.37可可变变费费用用（元元）机机械械工工柴柴油油电电车车船船税税合合计计1126.661.3调调整整值值定定额额费费用用定定额额费费用用定定额额费费用用262.672.0224.0054.97366.10590.1028、358.342.0224.0064.69430.840.00654.84114.161.0112.0049.03326.540.00438.54795.091.0112.0055.32368.436.00486.43837.961.0112.00371.83483.38595.38536.723.0336.00406.03527.84863.84349.961.0112.0061.720411.060.004.80527.86241.331.0112.0055.32368.434.81485.24546.162.0224.0035.620237.230.005.76466.99709.362.29、0224.0038.550256.740.006.72487.4619.571.0112.0054.6571.05183.05238.652.0224.00126.57164.54388.54652.552.0224.00566.56736.53960.53178.172.0224.0048.0062.40286.409.291.0112.0010.5013.65125.655.171.0112.0085.62111.31223.315.421.0112.00136.61177.59289.59437.374.0448.00101.03672.861120.86施施工工机机械械台台班班单单价价30、计计算算表表（2424表表）不不变变费费用用(元元)调调整整系系数数：1.0表表A.0.2-14A.0.2-14 人人工工、材材料料、施施工工机机械械台台班班单单价价汇汇总总表表建设项目名称：xx-xx高速公路编制范围：A23合同段溪口1号桥序序号号名名称称单单位位代代号号预预算算单单价价(元元)备备注注1人工工日1001001112.002机械工工日1051001112.003HPB300钢筋t20010014320.004HRB400钢筋t20010024300.005钢丝绳股丝6-719，绳径7.19mm；股丝637，绳径14.115.5mmt20010195650.006812号铁丝镀31、锌铁丝kg20010214.3672022号铁丝镀锌铁丝kg20010224.798型钢工字钢,角钢t20030043965.009钢板A3，540mmt20030054470.0010钢管无缝钢管t20030085150.0011钢护筒t20030224273.5012钢模板各类定型大块钢模板t20030255384.6213组合钢模板t20030264700.8514安全爬梯t20030288076.9215电焊条结422(502、506、507)3.2/4.0/5.0kg20090115.7316螺栓混合规格kg20090137.3517铁件铁件kg20090284.5318柴油0号,132、0号,20号kg30030036.6619电kWh30050021.3020水m330050041.0021原木混合规格m34003001970.0022锯材中板1935mm,中方混合规格m340030021180.0023塑料编织袋袋装砂井用个50010521.4524黏土堆方m3550100311.65表表A.0.2-14A.0.2-14 人人工工、材材料料、施施工工机机械械台台班班单单价价汇汇总总表表建设项目名称：xx-xx高速公路编制范围：A23合同段溪口1号桥序序号号名名称称单单位位代代号号预预算算单单价价(元元)备备注注46装载质量8t以内载货汽车台班8007006578.494733、装载质量15t以内载货汽车台班8007009877.8248装载质量10t以内自卸汽车台班8007015726.5649提升质量12t以内汽车式起重机台班8009027840.5850提升质量16t以内汽车式起重机台班80090281013.1551提升质量20t以内汽车式起重机台班80090291196.8252提升质量25t以内汽车式起重机台班80090301343.5953牵引力50kN以内单筒慢动电动卷扬机台班8009081202.6254激振力300kN以内振动打拔桩锤台班8011012627.1955钻孔直径1500mm以内回旋钻机GPS-15,ZJ150-1台班80110351634、13.0856泥浆分离器台班8011056464.5757容量100150L泥浆搅拌机台班8011057134.9458容量32kVA以内交流电弧焊机台班8015028228.4859容量42kVA以内交流电弧焊机台班8015029295.0160小型机具使用费元80990011.0061定额基价元19991.00编制：wec-2722223塑料编织袋袋装砂井用个50010521.45第 1 页 共 2 页序序号号名名称称单单位位代代号号预预算算单单价价(元元)25中（粗）砂混凝土、砂浆用堆方m35503005153.15026天然砂砾m3550300818.4527碎石（4cm）最大粒径4c35、m堆方m35505013131.32028青（红）砖240mm115mm53mm千块5507003391.262932.5级水泥t5509001468.11030其他材料费元78010011.0031设备摊销费元79010011.0032功率75kW以内履带式推土机台班8001002852.7733功率105kW以内履带式推土机T140-1带松土器台班80010041131.6634斗容量10m3以内拖式铲运机(含头)台班80010231283.8235斗容量1.0m3履带式单斗挖掘机台班80010271148.0236斗容量1.0m3履带式单斗挖掘机台班80010351013.1837斗容量36、1.0m3轮胎式装载机ZL20台班8001045552.7038机械自身质量68t光轮压路机台班8001078351.7639机械自身质量810t光轮压路机台班8001079384.1140机械自身质量1215t光轮压路机台班8001081561.6141机械自身质量15t以内振动压路机台班80010891032.3142出料容量250L以内强制式混凝土搅拌机JD250台班8005002207.9743容量6m3以内混凝土搅拌运输车台班80050311281.5244排量60m3/h以内混凝土输送泵台班80050511433.34表表A.0.2-14A.0.2-14 人人工工、材材料料、施施工37、工机机械械台台班班单单价价汇汇总总表表45生产能力40m3/h以内混凝土搅拌站台班80050581400.56第 2 页 共 2 页复核：雷书华表表A.0.2-14A.0.2-14 人人工工、材材料料、施施工工机机械械台台班班单单价价汇汇总总表表09表备备注注09表表表A.0.2-8A.0.2-8 综综合合费费率率计计算算表表编制范围：A23合同段溪口1号大桥序序号号工工程程类类别别措措施施费费（%）冬冬季季施施工工增增加加费费雨雨季季施施工工增增加加费费夜夜间间施施工工增增加加费费高高原原地地区区施施工工增增加加费费1 12 23 34 45 56 601土方1.2902石方1.1903运输38、1.3104路面1.2705隧道06构造物0.8806-1构造物(绿化)0.8807构造物1.060.9008构造物(一般)2.001.7008-1构造物(室内)1.7008-2构造物(桥梁)2.001.7008-3构造物(设备安装)09技术复杂大桥1.230.9310钢材及钢结构(一般)0.8710-1钢材及钢结构(桥梁)0.8710-2钢材及钢结构(金属标志牌等)11设备12利润和税金13不计企企业业管管理理费费（%）风风沙沙地地区区施施工工增增加加费费沿沿海海地地区区施施工工增增加加费费行行车车干干扰扰施施工工增增加加费费施施工工辅辅助助费费工工地地转转移移费费综综合合费费率率基基本本费39、费用用主主副副食食运运费费补补贴贴职职工工探探亲亲路路费费7 78 89 910101111121213131414151516160.520.301.590.522.750.190.190.470.211.410.472.790.180.200.150.201.520.151.370.190.130.820.441.700.822.430.130.161.200.350.351.203.570.150.271.200.351.241.203.590.170.271.200.351.241.203.590.170.271.540.452.411.544.730.200.352.730.844.40、542.735.980.350.552.730.842.542.735.980.350.552.730.844.542.735.980.350.552.730.840.842.735.980.350.551.680.522.681.684.140.170.210.560.471.350.562.240.170.160.560.471.350.562.240.170.160.560.470.470.562.240.170.16表表A.0.2-8A.0.2-8 综综合合费费率率计计算算表表措措施施费费（%）第 1 页 共 1 页04表规规费费（%）职职工工取取暖暖补补贴贴财财务务费费用用综综合合费41、费率率养养老老保保险险费费失失业业保保险险费费医医疗疗保保险险费费工工伤伤保保险险费费住住房房公公积积金金综综合合费费率率1717181819192020212122222323242425250.273.4018.002.007.701.0010.0038.700.263.4318.002.007.701.0010.0038.700.261.9618.002.007.701.0010.0038.700.403.1218.002.007.701.0010.0038.700.514.5018.002.007.701.0010.0038.700.474.4918.002.007.701.0010.42、0038.700.474.4918.002.007.701.0010.0038.700.555.8218.002.007.701.0010.0038.701.097.9718.002.007.701.0010.0038.701.097.9718.002.007.701.0010.0038.701.097.9718.002.007.701.0010.0038.701.097.9718.002.007.701.0010.0038.700.645.1518.002.007.701.0010.0038.700.653.2318.002.007.701.0010.0038.700.653.2318.0043、2.007.701.0010.0038.700.653.2318.002.007.701.0010.0038.70企企业业管管理理费费（%）项项目目编编号号：405-1-a项项目目名名称称：陆陆上上钻钻孔孔灌灌注注桩桩（桩桩径径150cm）代代号号工工 程程 项项 目目编编织织袋袋围围堰堰工工 程程 细细 目目编编织织袋袋围围堰堰高高2.5m定定 额额 单单 位位10m围围堰堰工工 程程 数数 量量13.600定定 额额 表表 号号4227工工料料机机名名称称单单位位定定额额单单价价(元元)预预算算单单价价(元元)定定额额数数量量1001001人人工工工工日日106.28112.0034.7044、0471.92020010222022号号铁铁丝丝镀镀锌锌铁铁丝丝kg4.794.792003005钢钢板板t3547.014470.002003008钢钢管管t4179.495150.002003022钢钢护护筒筒t4273.54273.502009011电电焊焊条条kg5.736.222009028铁铁件件kg4.535.603005004水水m32.721.004003002锯锯材材m31504.421180.005001052塑塑料料编编织织袋袋个个1.451.451498.00020372.8005501003黏黏土土m311.6511.655503005中中（粗粗）砂砂m387.345、8153.155505013碎碎石石（4cm）m386.41131.32550900132.5级级水水泥泥t307.69468.117801001其其他他材材料料费费元元11.007901001设设备备摊摊销销费费元元11.008001002功功率率75kW以以内内履履带带式式推推土土机机台台班班884.21852.778001035斗斗容容量量1.0m3履履带带式式单单斗斗挖挖掘掘机机台台班班1052.191013.188001045斗斗容容量量1.0m3轮轮胎胎式式装装载载机机台台班班585.22552.708005031容容量量6m3以以内内混混凝凝土土搅搅拌拌运运输输车车台台班班18446、8.721281.528005051排排量量60m3/h以以内内混混凝凝土土输输送送泵泵台台班班1260.31433.348005058生生产产能能力力40m3/h以以内内混混凝凝土土搅搅拌拌站站台台班班1200.691400.568007009装装载载质质量量15t以以内内载载货货汽汽车车台台班班915.44877.828007015装装载载质质量量10t以以内内自自卸卸汽汽车车台台班班759.15726.568009028提提升升质质量量16t以以内内汽汽车车式式起起重重机机台台班班1023.731013.158009029提提升升质质量量20t以以内内汽汽车车式式起起重重机机台台班班1247、08.731196.828009081牵牵引引力力50kN以以内内单单筒筒慢慢动动电电动动卷卷扬扬机机台台班班172.3202.628011012激激振振力力300kN以以内内振振动动打打拔拔桩桩锤锤台台班班558.79627.198011035钻钻孔孔直直径径1500mm以以内内回回旋旋钻钻机机台台班班1346.691613.088011056泥泥浆浆分分离离器器台台班班431.53464.578011057容容量量100150L泥泥浆浆搅搅拌拌机机台台班班124.5134.948015028容容量量32kVA以以内内交交流流电电弧弧焊焊机机台台班班184.23228.488015029容容48、量量42kVA以以内内交交流流电电弧弧焊焊机机台台班班227.82295.018019003功功率率147kW以以内内内内燃燃拖拖轮轮台台班班1614.151558.238099001小小型型机机具具使使用用费费元元11.009999001定定额额直直接接费费元元11.00586079696定定额额人人工工费费+定定额额机机械械费费元元直直接接费费元元措措施施费费措措施施费费元元2.41措措施施费费元元1.54企企业业管管理理费费元元5.82规规费费38.70利利润润7.42税税金金9合合计计单单位位单单价价每每m m单单价价措措施施费费1710 m筑筑岛岛填填心心钢钢护护筒筒钢钢护护筒筒机机49、械械筑筑岛岛填填土土干干处处埋埋设设钢钢护护筒筒5m以以内内水水深深埋埋设设钢钢护护筒筒100m3筑筑岛岛实实体体1t1t6.00054.52837.488425344974498改改金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量528554.30025.80028904.400239.923268713.700138.7060.1005.453233030.2007.4980.2007.4980.0020.075295415.490299.35934881.80067.4780.3101.86015860.1407.63491360.030150、.1250.31011.6210.2308.6220.0200.7500.0802.9990.60022.493796967314386438611286150861508160660206501564387347268239644766279812092.411061.354691.35编编织织袋袋围围堰堰高高2.5m12271.54680.563440.5646385.822553.2319873.232045538.70128038.701106138.7064387.423577.4247727.421047395899732991268367130887599326.171188.251、91627.7774.174.1751.91陆陆地地上上钻钻孔孔陆陆地地上上钻钻孔孔陆陆地地上上钻钻孔孔回回旋旋钻钻机机陆陆地地上上钻钻孔孔(桩桩径径150cm以以内内，孔孔深深40m以以内内，黏黏土土)回回旋旋钻钻机机陆陆地地上上钻钻孔孔(桩桩径径150cm以以内内，孔孔深深40m以以内内，砂砂砾砾)回回旋旋钻钻机机陆陆地地上上钻钻孔孔(桩桩径径150cm以以内内，孔孔深深40m以以内内，软软石石)10m10m10m57.00090.00036.000444424444344446金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量155357.852、00444.6004979511.2001008.00011289617.600633.60032041470.30017.1001060.40036.0002241.20043.2000.20011.400640.20018.0001010.2007.20025.0001425.000142539.0003510.000351034.0001224.000880.0120.6848070.0121.08012740.0120.4326.710382.470445613.4201207.8001407111.760423.360671.60091.200911.600144.0001441.653、0057.60017.100974.70097518.2001638.000163837.3001342.8000.0301.71017330.0302.70027360.0301.0800.0603.42030020.0605.40047400.0602.1600.0703.99040420.0706.30063830.0702.5201346235554081.70096.9001563072.840255.6004123036.240224.6400.0804.56021180.0908.10037630.1304.6800.54030.78041530.54048.60065580.554、4019.4401710.0301.7105040.0403.60010620.1204.32046732260206357120354720354755925032805032801087739157227923192951475944617542295805714033772.4146502.41114702.415m以以内内水水深深埋埋设设钢钢护护筒筒4498改改3371.5431351.5477511.5419455.82118465.82292915.82791338.703011738.706982738.7046657.42165607.42409437.42692992663055、9657629839203225187964462238.575658.218849.4049.08188.61465.76自自卸卸汽汽车车运运输输土土石石方方钢钢筋筋及及检检测测钢钢管管混混凝凝土土10t内内自自卸卸汽汽车车外外运运钻钻孔孔桩桩沉沉渣渣5km灌灌注注桩桩检检测测管管灌灌注注桩桩混混凝凝土土回回旋旋、潜潜水水钻钻成成孔孔(150cm以以内内，输输送送泵泵)1000m3天天然然密密实实方方1t10m3实实体体3.23416.313302.18011115改改4482844812金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量709656、30.00004.40071.77780396.7002024.6060.00001.30021.2071020.00000.0010.016730.00001.06817.422897250.00002690.00003.40055.464345400.000012240.000026.0007856.6805100.00000.000049320.00000.00006.2401885.6030.00008.4502553.4210.00005.2261579.193580.000038.200623.1576231.700513.70613430.000068.90020820.202057、.000010940.00000.00000.00000.00000.10030.2180.000018960.000013.4643.5303162725530.00000.00000.00000.00003623620.000021740.000026230.00000.00001.02016.639380212740.00000.00000.00007.800127.241127391572102193304833048519484730847303863116732138097733046108214533163162710283591821.525021.351462.41回回旋旋钻58、钻机机陆陆地地上上钻钻孔孔(桩桩径径150cm以以内内，孔孔深深40m以以内内，软软石石)60300.15500.564741.54227891.966483.2327375.824877838.70038.70383238.70318747.4225417.4265367.42514779318391049196234473855112705217317.9611920.477788.37364.5922.5474.30混混凝凝土土拌拌和和及及运运输输混混凝凝土土拌拌和和及及运运输输合合 计计40m3/h以以内内混混凝凝土土拌拌和和站站(楼楼)拌拌和和运运输输能能力力6m3以以内内搅搅拌拌运59、运输输车车运运混混凝凝土土3km100m3100m330.21830.2184111114,定定额额*1.2244111124,定定额额*1.224,改改金金额额(元元)定定额额数数量量金金额额(元元)定定额额数数量量金金额额(元元)数数量量金金额额(元元)2267565058.93256660021.2071020.0167317.4228972512.95055344159.26299136.600205785714015.680140162.271268020372.800295412312.989269462887801885.6032887803353152553.42133531560、7392361579.1937392365141497.14114972082024775.702247760.46514.0511198315.911135695.49055620.46514.051776614.05177661.66550.3136447750.313644774331330.218433130.52615.8952226115.8952226110.980963843.5303162712.810129788.7591048211.62123558.6225408577.14093097317.340805698.8201333517.38939739.6302841261、.9994673149.7341501167321131539737397372186660576605726950872532593973293015159693616625904201064477336926361042.419581.52141436585灌灌注注桩桩混混凝凝土土回回旋旋、潜潜水水钻钻成成孔孔(150cm以以内内，输输送送泵泵)44812179771.546120.159938104679385.8223131.9612951476828906438.70389438.702181288401934437.4232377.425110216475174340947729662、7123686862111457577958128744651966987.411912.602690.021234.7733.8047.542611.23序序号号分分项项编编号号工工程程名名称称单单位位工工程程量量定定额额直直接接费费(元元）定定额额设设备备购购置置费费（元元）1 12 23 34 45 56 67 76203-1-a 挖土方m320000.01874957204-1-a 利用土方m312932.0557768204-1-d 借土填方m322068.0003681389403-2-a 光圆钢筋（HPB235、HPB300）kg10942.3004796710403-2-b 带63、肋钢筋（HRB335、HRB400）kg45083.40018982611405-1-a 桩径150cmm1710.000269508712410-2-b 桥墩混凝土m3236.40012174813410-2-c 盖梁混凝土m3248.00015125314 各项费用合计公路公里直直接接费费（元元）设设备备购购置置费费措措施施费费企企业业管管理理费费规规费费利利润润(元元)人人工工费费材材料料费费施施工工机机械械使使用用费费合合计计费费率率（%）7.42%7.42%8 89 9101011111212131314141515161666641736771803413311426113697164、44743042506695371111771897530343671430833963235394068829611286272854082255057312126001039015483398370331031200214104992417451586612613958146575666001609225119343733692637468914768228840121647523564117521176281587132732692510053975030554135423227901887673464863313063121211609108118307211710365税税金金(元元65、)金金额额合合计计（元元）税税率率（%）9.0%9.0%合合计计单单价价1717181819191944823553111.785981724355.603848446608421.126214752636.88250263030976.7236868644651962611.2316936205109867.6420344246392993.52工工程程量量清清单单表表合同段：A23合同段xx1号桥标表2清清单单 第第200200章章 路路 基基细细目目号号细细目目名名称称单单位位数数量量单单价价合合价价203挖方路基203-1路基挖方-a挖土方m320000.011.7823560020466、填方路基204-1路基填筑（包括填前压实）-a利用土方m312932.05.6072419-d借土填方m322068.021.12466076清单 第200章 合计 人民币 774095 元清单 第 2 页 共 5 页工工程程量量清清单单表表合同段：A23合同段xx1号桥标表2清清单单 第第400400章章 桥桥梁梁、涵涵洞洞细细目目号号细细目目名名称称单单位位数数量量单单价价合合价价401通则401-3地质钻探及取样试验（暂定工程量）-b110mmm403钢筋403-1基础钢筋（含灌注桩、承台、桩系梁、沉桩、沉井等）-a光圆钢筋（HPB235、HPB300）kg-b带肋钢筋（HRB335、H67、RB400）kg403-2下部结构钢筋-a光圆钢筋（HPB235、HPB300）kg10942.3006.8875283-b带肋钢筋（HRB335、HRB400）kg45083.4006.72302960403-3上部结构钢筋-a光圆钢筋（HPB235、HPB300）kg111920.000-b带肋钢筋（HRB335、HRB400）kg114907.500403-4附属结构钢筋-a光圆钢筋（HPB235、HPB300）kg4464.800-b带肋钢筋（HRB335、HRB400）kg37804.000404-1干处开挖土方-a土方m3745.000-b石方m3979.000404-2水下基础挖68、方-a土方m3-b石方m31478.000405-1陆上钻孔灌注桩-a桩径150cmm1710.0002611.234465196410结构混凝土工程410-1混凝土基础-aC20片（卵）石混凝土桥台基础m3616.000-bC25混凝土桥墩基础m3591.000410-2混凝土下部结构-a桥台混凝土m3873.000-b桥墩混凝土m3236.400867.64205110-c盖梁混凝土m3248.000993.52246393-d台帽混凝土m3149.400410-5桥梁上部结构现浇整体化混凝土-a桥面板及横隔板m3681.000-bT梁先简支后连续现浇湿接缝混凝土m324.200410-669、现浇混凝土附属结构-a混凝土护栏m3175.200-b混凝土桥头搭板m3123.000-c混凝土支承垫石及抗震挡块m35.000411预应力混凝土工程411-5后张法预应力钢绞线-a15.2预应力钢绞线kg44843.000411-8预制预应力混凝土上部结构-aT形梁m3869.960413砌石工程413-1浆砌片石-aM7.5砂浆砌筑桥台锥体护坡m3124.300415桥面铺装415-1沥青混凝土桥面铺装-a中粒式沥青混凝土m3329.800416桥梁支座416-1板式橡胶支座dm3-a板式橡胶支座个30.000-b四氟滑板支座个20.000-c四氟滑板支座个20.000417桥梁接缝和伸缩70、装置417-2模数式伸缩装置-aD-80型m48.000清单 第400章 合计 人民币 5286366 元表表A.0.2-6A.0.2-6 人人工工、主主要要材材料料、施施工工机机械械台台班班数数量量汇汇总总表表建设项目名称：xx-xx高速公路编制范围：A23合同段溪口1号桥代代号号规规格格名名称称单单位位单单价价(元元)总总数数量量分分项项统统计计清清单单 第第100100章章 总总 则则清清单单 第第200200章章 路路 基基1001001人工工日112.006839.889732.850214.4091051001机械工工日112.002694.48888.140884.379200171、001HPB300钢筋t4320.0011.7400.0892001002HRB400钢筋t4300.0046.2102001019钢丝绳（股丝6-719，绳径7.19mm；股丝637，绳径14.115.5mm）t5650.000.2842001021812号铁丝（镀锌铁丝）kg4.360.4400.44020010222022号铁丝（镀锌铁丝）kg4.79173.9362003004型钢（工字钢,角钢）t3965.002.2930.0862003005钢板（A3，540mm）t4470.000.0162003008钢管（无缝钢管）t5150.0017.4722003022钢护筒t4273.572、012.9502003025钢模板（各类定型大块钢模板）t5384.625.6222003026组合钢模板t4700.850.1860.1862003028安全爬梯t8076.920.5912009011电焊条（结422(502、506、507)3.2/4.0/5.0）kg5.73355.7362009013螺栓（混合规格）kg7.3524.7252009028铁件（铁件）kg4.53989.82471.2703003003柴油（0号,10号,20号）kg6.6652440.6102353.03040695.9903005002电kWh1.30358061.980178.8603005004水73、m31.0015116.600229.0004003001原木（混合规格）m3970.000.0500.050编制：wec-27222清清单单 第第300300章章 路路 面面清清单单 第第400400章章 桥桥梁梁、涵涵洞洞5892.6301721.96911.65146.2100.284173.9362.2070.01617.47212.9505.6220.591355.73624.725918.5549391.590357883.12014887.600复核：雷书华表表A.0.2-6A.0.2-6 人人工工、主主要要材材料料、施施工工机机械械台台班班数数量量汇汇总总表表分分项项统统计计第 1 页 共 4 页02表场场外外运运输输损损耗耗辅辅助助生生产产数数量量