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1、工工程程量量清清單單表表合同段：A23合同段溪口1號橋標表2清清單單 第第200200章章 路路 基基細細目目號號細細目目名名稱稱單單位位數數量量單單價價合合價價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（包括填前壓實）-a利用土方m312932.0-d借土填方m322068.0清單 第200章 合計 人民幣 元清單 第 2 頁 共 5 頁工工程程量量清清單單表表合同段：A23合同段溪口1號橋標表2清清單單 第第400400章章 橋橋梁梁、涵涵洞洞細細目目號號細細目目名名稱稱單單位位數數量量單單價價合合價價401通則401-3地質鉆探及取樣試驗2、（暫定工程量）-b110mmm403鋼筋403-1基礎鋼筋（含灌注樁、承臺、樁系梁、沉樁、沉井等）-a光圓鋼筋（HPB235、HPB300）kg-b帶肋鋼筋（HRB335、HRB400）kg403-2下部結構鋼筋-a光圓鋼筋（HPB235、HPB300）kg10942.300-b帶肋鋼筋（HRB335、HRB400）kg45083.400403-3上部結構鋼筋-a光圓鋼筋（HPB235、HPB300）kg111920.000-b帶肋鋼筋（HRB335、HRB400）kg114907.500403-4附屬結構鋼筋-a光圓鋼筋（HPB235、HPB300）kg4464.800-b帶肋鋼筋（HRB33、35、HRB400）kg37804.000404-1干處開挖土方-a土方m3745.000-b石方m3979.000404-2水下基礎挖方-a土方m3-b石方m31478.000405-1陸上鉆孔灌注樁-a樁徑150cmm1710.000410結構混凝土工程410-1混凝土基礎-aC20片（卵）石混凝土橋臺基礎m3616.000-bC25混凝土橋墩基礎m3591.000410-2混凝土下部結構-a橋臺混凝土m3873.000-b橋墩混凝土m3236.400-c蓋梁混凝土m3248.000-d臺帽混凝土m3149.400410-5橋梁上部結構現澆整體化混凝土-a橋面板及橫隔板m3681.000-4、bT梁先簡支后連續現澆濕接縫混凝土m324.200410-6現澆混凝土附屬結構-a混凝土護欄m3175.200-b混凝土橋頭搭板m3123.000-c混凝土支承墊石及抗震擋塊m35.000411預應力混凝土工程411-5后張法預應力鋼絞線-a15.2預應力鋼絞線kg44843.000411-8預制預應力混凝土上部結構-aT形梁m3869.960413砌石工程413-1漿砌片石-aM7.5砂漿砌筑橋臺錐體護坡m3124.300415橋面鋪裝415-1瀝青混凝土橋面鋪裝-a中粒式瀝青混凝土m3329.800416橋梁支座416-1板式橡膠支座dm3-a板式橡膠支座個30.000-b四氟滑板支座個25、0.000-c四氟滑板支座個20.000417橋梁接縫和伸縮裝置417-2模數式伸縮裝置-aD-80型m48.000清單 第400章 合計 人民幣 5286366 元報報價價原原始始數數據據表表（鉆鉆孔孔樁樁）建設項目名稱：xx-xx高速公路編制范圍：A23合同段溪口1號橋項項目目節節細細目目名名稱稱4405-1陸上鉆孔灌注樁-a樁徑150cm4-2-2-7編織袋圍堰高2.5m4-2-5-3機械筑島填土4-4-9-7干處埋設鋼護筒4-4-9-8換5m以內水深埋設鋼護筒4-4-4-42回旋鉆機陸地上鉆孔(樁徑150cm以內，孔深40m以內，黏土)4-4-4-43回旋鉆機陸地上鉆孔(樁徑150cm6、以內，孔深40m以內，砂礫)4-4-4-46回旋鉆機陸地上鉆孔(樁徑150cm以內，孔深40m以內，軟石)1-1-11-5換裝載質量10t以內自卸汽車運土5km(鉆孔樁沉渣外運)4-4-8-28灌注樁檢測管4-4-8-12灌注樁混凝土回旋、潛水鉆成孔(150cm以內，輸送泵)4-11-11-14換40m3/h以內混凝土拌和站(樓)拌和4-11-11-24換運輸能力6m3以內攪拌運輸車運混凝土2km單單位位工工程程量量費費率率號號備備注注0.0m1710.010m圍堰13.6 構造物100m3筑島實體6.0 構造物1t54.528 鋼材及鋼結構1t37.488 鋼材及鋼結構2003022 量 07、.22003004 量 0.02003005 量 0.08019023 量 0.08019003 量 0.010m57.0 構造物10m90.0 構造物10m36.0 構造物1000m3天然密實方3.234 運輸實際運距(km):5km1t16.313 鋼材及鋼結構10m3實體302.18 構造物100m330.218 構造物定額*1.224100m330.218 運輸實際運距(km):2m定額*1.224單單價價分分析析表表（21-2表表格格式式）項項目目編編號號：405-1-a項項目目名名稱稱：陸陸上上鉆鉆孔孔灌灌注注樁樁（樁樁徑徑150cm）1710代代號號工工 程程 項項 目目編編織織8、袋袋圍圍堰堰筑筑島島填填心心工工 程程 細細 目目編編織織袋袋圍圍堰堰高高2.5m機機械械筑筑島島填填土土定定 額額 單單 位位10m圍圍堰堰100m3筑筑島島實實體體工工 程程 數數 量量13.6006.000定定 額額 表表 號號42274253工工料料機機名名稱稱單單位位定定額額單單價價(元元)預預算算單單價價(元元)定定額額數數量量金金額額(元元)定定額額1001001 人人工工工工日日106.2834.700471.92004.3002001022 2022號號鐵鐵絲絲鍍鍍鋅鋅鐵鐵絲絲kg4.792003005 鋼鋼板板t3547.012003008 鋼鋼管管t4179.4920039、022 鋼鋼護護筒筒t4273.52009011 電電焊焊條條kg5.732009028 鐵鐵件件kg4.533005004 水水m32.724003002 鋸鋸材材m31504.425001052 塑塑料料編編織織袋袋個個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級級水水泥泥t307.697801001 其其他他材材料料費費元元17901001 設設備備攤攤銷銷費費元元18001002 功功率率75kW以以內內履履帶帶式式推推土土機機臺10、臺班班884.210.3108001035 斗斗容容量量1.0m3履履帶帶式式單單斗斗挖挖掘掘機機臺臺班班1052.198001045 斗斗容容量量1.0m3輪輪胎胎式式裝裝載載機機臺臺班班585.228005031 容容量量6m3以以內內混混凝凝土土攪攪拌拌運運輸輸車車臺臺班班1848.728005051 排排量量60m3/h以以內內混混凝凝土土輸輸送送泵泵臺臺班班1260.38005058 生生產產能能力力40m3/h以以內內混混凝凝土土攪攪拌拌站站臺臺班班1200.698007009 裝裝載載質質量量15t以以內內載載貨貨汽汽車車臺臺班班915.448007015 裝裝載載質質量量10t11、以以內內自自卸卸汽汽車車臺臺班班759.158009028 提提升升質質量量16t以以內內汽汽車車式式起起重重機機臺臺班班1023.738009029 提提升升質質量量20t以以內內汽汽車車式式起起重重機機臺臺班班1208.738009081 牽牽引引力力50kN以以內內單單筒筒慢慢動動電電動動卷卷揚揚機機臺臺班班172.38011012 激激振振力力300kN以以內內振振動動打打拔拔樁樁錘錘臺臺班班558.798011035 鉆鉆孔孔直直徑徑1500mm以以內內回回旋旋鉆鉆機機臺臺班班1346.698011056 泥泥漿漿分分離離器器臺臺班班431.538011057 容容量量100150L12、泥泥漿漿攪攪拌拌機機臺臺班班124.58015028 容容量量32kVA以以內內交交流流電電弧弧焊焊機機臺臺班班184.238015029 容容量量42kVA以以內內交交流流電電弧弧焊焊機機臺臺班班227.828019003 功功率率147kW以以內內內內燃燃拖拖輪輪臺臺班班1614.158099001 小小型型機機具具使使用用費費元元19999001 定定額額直直接接費費元元15860796960731定定額額人人工工費費+定定額額機機械械費費元元50156直直接接費費元元0措措施施費費措措施施費費元元0措措施施費費元元0企企業業管管理理費費元元0人人工工費費與與施施工工機機械械人人工工費費13、之之和和0規規費費0利利潤潤0稅稅金金0合合計計0單單位位單單價價0.00每每m m單單價價0.00m鋼鋼護護筒筒鋼鋼護護筒筒陸陸地地上上鉆鉆孔孔干干處處埋埋設設鋼鋼護護筒筒5m以以內內水水深深埋埋設設鋼鋼護護筒筒回回旋旋鉆鉆機機陸陸地地上上鉆鉆孔孔(樁樁徑徑150cm以以內內，孔孔深深40m以以內內，黏黏土土)1t1t10m54.52837.48857.00044974498改改44442數數量量金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量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單單價價分分析析表表（21-2表表格格式式）筑筑島島填填心心機機械械筑筑島島填填土土100m3筑筑島島實實體體6.000425343873472627923000000000000417171049120000000000000.000.000.000.000.000.00陸陸地地上上鉆鉆孔孔陸陸地地上上鉆鉆孔孔自自卸卸汽汽車車運運輸輸土土石石方方回回旋旋鉆鉆機機陸陸地地上上鉆鉆孔孔(樁樁徑徑150cm以以內內，孔孔深深40m以以內內，砂砂礫礫)回回旋旋鉆鉆機機陸陸地地上上鉆鉆孔孔(樁樁徑徑150cm以以內內，孔孔深深16、40m以以內內，軟軟石石)10t內內自自卸卸汽汽車車外外運運鉆鉆孔孔樁樁沉沉渣渣5km10m10m1000m3天天然然密密實實方方90.00036.0003.234444434444611115改改金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量金金額額(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單單價價分分析析表表（21-2表表格格式式）陸陸地地上上鉆鉆孔孔回回旋旋鉆鉆機機陸陸地地上上鉆鉆孔孔(樁樁徑徑150cm以以內內，孔孔深深40m以以內內，黏黏土土)444421929514759443819、0977330460000000000000000280266753655077000000000000000000.000.000.000.000.000.000.000.00鋼鋼筋筋及及檢檢測測鋼鋼管管混混凝凝土土混混凝凝土土拌拌和和及及運運輸輸混混凝凝土土拌拌和和及及運運輸輸灌灌注注樁樁檢檢測測管管灌灌注注樁樁混混凝凝土土回回旋旋、潛潛水水鉆鉆成成孔孔(150cm以以內內，輸輸送送泵泵)40m3/h以以內內混混凝凝土土拌拌和和站站(樓樓)拌拌和和運運輸輸能能力力6m3以以內內攪攪拌拌運運輸輸車車運運混混凝凝土土3km1t10m3實實體體100m3100m316.313302.18030.20、21830.21844828448124111114,定定額額*1.2244111124,定定額額*1.224,改改定定額額數數量量金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量金金額額(元元)定定額額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 計計數數量量金金額額(元元)數數量量金金額額(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運運輸輸運運輸輸能能力力6m3以以內內攪攪拌拌運運輸輸車車運運混混凝凝土土3km100m330.2184111124,定定額額*1.224,改改930151596936000000005635178623000000000.000.000.00表表A.0.3-3A.0.323、-3 材材料料預預算算單單價價計計算算表表建設項目名稱：xx-xx高速公路編制范圍：A23合同段溪口1號橋代代號號規規格格名名稱稱單單位位原原價價（元元）運運雜雜費費供供應應地地點點運運輸輸方方式式、比比重重及及運運距距（KMKM）毛毛質質量量系系數數或或單單位位毛毛質質量量5503005中（粗）砂m3105.000汽車、1.0、21.01.5000005505013碎石（4cm）m395.000汽車、1.0、11.01.500000550900132.5級水泥t422.000汽車、1.0、28.01.010000第 1 頁 共 1 頁22表原原價價運運費費合合計計（元元）場場外外運運輸輸損損24、耗耗采采購購及及保保管管費費預預算算單單價價（元元）運運雜雜費費構構成成說說明明或或計計算算式式單單位位運運費費（元元）費費率率（）金金額額（元元）費費率率（）金金額額（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 材材料料預預算算單單價價計計算算表表運運雜雜費費施施工工機機械械臺臺班班單單價價計計算算表表（2424表表）項目名稱：A23合同段xx1號大橋序序號號代代號號機機械械名名稱稱臺臺班班單單價價（元元）不不變變費費用用(元元)調調整整系系數數：1.0定定額額18001002 功率75kW以內履帶式推土機852.77262.6728001035 斗容量1.0m3履帶式單斗挖掘機1013.18358.3438001045 斗容量1.0m3輪胎式裝載機552.70114.1648005031容量6m3以內混凝土攪拌運輸車1281.52795.0958005051排量60m3/h以內混26、凝土輸送泵1433.34837.9668005058 生產能力40m3/h以內混凝土攪拌站1400.56536.7278007009 裝載質量15t以內載貨汽車877.82349.9688007015 裝裝載載質質量量10t以以內內自自卸卸汽汽車車726.57241.3398009028 提升質量16t以內汽車式起重機1013.15546.16108009029 提升質量20t以內汽車式起重機1196.82709.36118009081 牽引力50kN以內單筒慢動電動卷揚機202.6219.57128011012 激振力300kN以內振動打拔樁錘627.19238.65138011035 鉆孔27、直徑1500mm以內回旋鉆機1613.08652.55148011056 泥漿分離器464.57178.17158011057 容量100150L泥漿攪拌機134.949.29168015028 容量32kVA以內交流電弧焊機228.485.17178015029 容量42kVA以內交流電弧焊機295.015.42188019003 功率147kW以內內燃拖輪1558.23437.37可可變變費費用用（元元）機機械械工工柴柴油油電電車車船船稅稅合合計計1126.661.3調調整整值值定定額額費費用用定定額額費費用用定定額額費費用用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施施工工機機械械臺臺班班單單價價30、計計算算表表（2424表表）不不變變費費用用(元元)調調整整系系數數：1.0表表A.0.2-14A.0.2-14 人人工工、材材料料、施施工工機機械械臺臺班班單單價價匯匯總總表表建設項目名稱：xx-xx高速公路編制范圍：A23合同段溪口1號橋序序號號名名稱稱單單位位代代號號預預算算單單價價(元元)備備注注1人工工日1001001112.002機械工工日1051001112.003HPB300鋼筋t20010014320.004HRB400鋼筋t20010024300.005鋼絲繩股絲6-719，繩徑7.19mm；股絲637，繩徑14.115.5mmt20010195650.006812號鐵絲鍍31、鋅鐵絲kg20010214.3672022號鐵絲鍍鋅鐵絲kg20010224.798型鋼工字鋼,角鋼t20030043965.009鋼板A3，540mmt20030054470.0010鋼管無縫鋼管t20030085150.0011鋼護筒t20030224273.5012鋼模板各類定型大塊鋼模板t20030255384.6213組合鋼模板t20030264700.8514安全爬梯t20030288076.9215電焊條結422(502、506、507)3.2/4.0/5.0kg20090115.7316螺栓混合規格kg20090137.3517鐵件鐵件kg20090284.5318柴油0號,132、0號,20號kg30030036.6619電kWh30050021.3020水m330050041.0021原木混合規格m34003001970.0022鋸材中板1935mm,中方混合規格m340030021180.0023塑料編織袋袋裝砂井用個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、施施工工機機械械臺臺班班單單價價匯匯總總表表建設項目名稱：xx-xx高速公路編制范圍：A23合同段溪口1號橋序序號號名名稱稱單單位位代代號號預預算算單單價價(元元)備備注注46裝載質量8t以內載貨汽車臺班8007006578.494733、裝載質量15t以內載貨汽車臺班8007009877.8248裝載質量10t以內自卸汽車臺班8007015726.5649提升質量12t以內汽車式起重機臺班8009027840.5850提升質量16t以內汽車式起重機臺班80090281013.1551提升質量20t以內汽車式起重機臺班80090291196.8252提升質量25t以內汽車式起重機臺班80090301343.5953牽引力50kN以內單筒慢動電動卷揚機臺班8009081202.6254激振力300kN以內振動打拔樁錘臺班8011012627.1955鉆孔直徑1500mm以內回旋鉆機GPS-15,ZJ150-1臺班80110351634、13.0856泥漿分離器臺班8011056464.5757容量100150L泥漿攪拌機臺班8011057134.9458容量32kVA以內交流電弧焊機臺班8015028228.4859容量42kVA以內交流電弧焊機臺班8015029295.0160小型機具使用費元80990011.0061定額基價元19991.00編制：wec-2722223塑料編織袋袋裝砂井用個50010521.45第 1 頁 共 2 頁序序號號名名稱稱單單位位代代號號預預算算單單價價(元元)25中（粗）砂混凝土、砂漿用堆方m35503005153.15026天然砂礫m3550300818.4527碎石（4cm）最大粒徑4c35、m堆方m35505013131.32028青（紅）磚240mm115mm53mm千塊5507003391.262932.5級水泥t5509001468.11030其他材料費元78010011.0031設備攤銷費元79010011.0032功率75kW以內履帶式推土機臺班8001002852.7733功率105kW以內履帶式推土機T140-1帶松土器臺班80010041131.6634斗容量10m3以內拖式鏟運機(含頭)臺班80010231283.8235斗容量1.0m3履帶式單斗挖掘機臺班80010271148.0236斗容量1.0m3履帶式單斗挖掘機臺班80010351013.1837斗容量36、1.0m3輪胎式裝載機ZL20臺班8001045552.7038機械自身質量68t光輪壓路機臺班8001078351.7639機械自身質量810t光輪壓路機臺班8001079384.1140機械自身質量1215t光輪壓路機臺班8001081561.6141機械自身質量15t以內振動壓路機臺班80010891032.3142出料容量250L以內強制式混凝土攪拌機JD250臺班8005002207.9743容量6m3以內混凝土攪拌運輸車臺班80050311281.5244排量60m3/h以內混凝土輸送泵臺班80050511433.34表表A.0.2-14A.0.2-14 人人工工、材材料料、施施工37、工機機械械臺臺班班單單價價匯匯總總表表45生產能力40m3/h以內混凝土攪拌站臺班80050581400.56第 2 頁 共 2 頁復核：雷書華表表A.0.2-14A.0.2-14 人人工工、材材料料、施施工工機機械械臺臺班班單單價價匯匯總總表表09表備備注注09表表表A.0.2-8A.0.2-8 綜綜合合費費率率計計算算表表編制范圍：A23合同段溪口1號大橋序序號號工工程程類類別別措措施施費費（%）冬冬季季施施工工增增加加費費雨雨季季施施工工增增加加費費夜夜間間施施工工增增加加費費高高原原地地區區施施工工增增加加費費1 12 23 34 45 56 601土方1.2902石方1.1903運輸38、1.3104路面1.2705隧道06構造物0.8806-1構造物(綠化)0.8807構造物1.060.9008構造物(一般)2.001.7008-1構造物(室內)1.7008-2構造物(橋梁)2.001.7008-3構造物(設備安裝)09技術復雜大橋1.230.9310鋼材及鋼結構(一般)0.8710-1鋼材及鋼結構(橋梁)0.8710-2鋼材及鋼結構(金屬標志牌等)11設備12利潤和稅金13不計企企業業管管理理費費（%）風風沙沙地地區區施施工工增增加加費費沿沿海海地地區區施施工工增增加加費費行行車車干干擾擾施施工工增增加加費費施施工工輔輔助助費費工工地地轉轉移移費費綜綜合合費費率率基基本本費39、費用用主主副副食食運運費費補補貼貼職職工工探探親親路路費費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 綜綜合合費費率率計計算算表表措措施施費費（%）第 1 頁 共 1 頁04表規規費費（%）職職工工取取暖暖補補貼貼財財務務費費用用綜綜合合費41、費率率養養老老保保險險費費失失業業保保險險費費醫醫療療保保險險費費工工傷傷保保險險費費住住房房公公積積金金綜綜合合費費率率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企企業業管管理理費費（%）項項目目編編號號：405-1-a項項目目名名稱稱：陸陸上上鉆鉆孔孔灌灌注注樁樁（樁樁徑徑150cm）代代號號工工 程程 項項 目目編編織織袋袋圍圍堰堰工工 程程 細細 目目編編織織袋袋圍圍堰堰高高2.5m定定 額額 單單 位位10m圍圍堰堰工工 程程 數數 量量13.600定定 額額 表表 號號4227工工料料機機名名稱稱單單位位定定額額單單價價(元元)預預算算單單價價(元元)定定額額數數量量1001001人人工工工工日日106.28112.0034.7044、0471.92020010222022號號鐵鐵絲絲鍍鍍鋅鋅鐵鐵絲絲kg4.794.792003005鋼鋼板板t3547.014470.002003008鋼鋼管管t4179.495150.002003022鋼鋼護護筒筒t4273.54273.502009011電電焊焊條條kg5.736.222009028鐵鐵件件kg4.535.603005004水水m32.721.004003002鋸鋸材材m31504.421180.005001052塑塑料料編編織織袋袋個個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級級水水泥泥t307.69468.117801001其其他他材材料料費費元元11.007901001設設備備攤攤銷銷費費元元11.008001002功功率率75kW以以內內履履帶帶式式推推土土機機臺臺班班884.21852.778001035斗斗容容量量1.0m3履履帶帶式式單單斗斗挖挖掘掘機機臺臺班班1052.191013.188001045斗斗容容量量1.0m3輪輪胎胎式式裝裝載載機機臺臺班班585.22552.708005031容容量量6m3以以內內混混凝凝土土攪攪拌拌運運輸輸車車臺臺班班18446、8.721281.528005051排排量量60m3/h以以內內混混凝凝土土輸輸送送泵泵臺臺班班1260.31433.348005058生生產產能能力力40m3/h以以內內混混凝凝土土攪攪拌拌站站臺臺班班1200.691400.568007009裝裝載載質質量量15t以以內內載載貨貨汽汽車車臺臺班班915.44877.828007015裝裝載載質質量量10t以以內內自自卸卸汽汽車車臺臺班班759.15726.568009028提提升升質質量量16t以以內內汽汽車車式式起起重重機機臺臺班班1023.731013.158009029提提升升質質量量20t以以內內汽汽車車式式起起重重機機臺臺班班1247、08.731196.828009081牽牽引引力力50kN以以內內單單筒筒慢慢動動電電動動卷卷揚揚機機臺臺班班172.3202.628011012激激振振力力300kN以以內內振振動動打打拔拔樁樁錘錘臺臺班班558.79627.198011035鉆鉆孔孔直直徑徑1500mm以以內內回回旋旋鉆鉆機機臺臺班班1346.691613.088011056泥泥漿漿分分離離器器臺臺班班431.53464.578011057容容量量100150L泥泥漿漿攪攪拌拌機機臺臺班班124.5134.948015028容容量量32kVA以以內內交交流流電電弧弧焊焊機機臺臺班班184.23228.488015029容容48、量量42kVA以以內內交交流流電電弧弧焊焊機機臺臺班班227.82295.018019003功功率率147kW以以內內內內燃燃拖拖輪輪臺臺班班1614.151558.238099001小小型型機機具具使使用用費費元元11.009999001定定額額直直接接費費元元11.00586079696定定額額人人工工費費+定定額額機機械械費費元元直直接接費費元元措措施施費費措措施施費費元元2.41措措施施費費元元1.54企企業業管管理理費費元元5.82規規費費38.70利利潤潤7.42稅稅金金9合合計計單單位位單單價價每每m m單單價價措措施施費費1710 m筑筑島島填填心心鋼鋼護護筒筒鋼鋼護護筒筒機機49、械械筑筑島島填填土土干干處處埋埋設設鋼鋼護護筒筒5m以以內內水水深深埋埋設設鋼鋼護護筒筒100m3筑筑島島實實體體1t1t6.00054.52837.488425344974498改改金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量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編編織織袋袋圍圍堰堰高高2.5m12271.54680.563440.5646385.822553.2319873.232045538.70128038.701106138.7064387.423577.4247727.421047395899732991268367130887599326.171188.251、91627.7774.174.1751.91陸陸地地上上鉆鉆孔孔陸陸地地上上鉆鉆孔孔陸陸地地上上鉆鉆孔孔回回旋旋鉆鉆機機陸陸地地上上鉆鉆孔孔(樁樁徑徑150cm以以內內，孔孔深深40m以以內內，黏黏土土)回回旋旋鉆鉆機機陸陸地地上上鉆鉆孔孔(樁樁徑徑150cm以以內內，孔孔深深40m以以內內，砂砂礫礫)回回旋旋鉆鉆機機陸陸地地上上鉆鉆孔孔(樁樁徑徑150cm以以內內，孔孔深深40m以以內內，軟軟石石)10m10m10m57.00090.00036.000444424444344446金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量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以以內內水水深深埋埋設設鋼鋼護護筒筒4498改改3371.5431351.5477511.5419455.82118465.82292915.82791338.703011738.706982738.7046657.42165607.42409437.42692992663055、9657629839203225187964462238.575658.218849.4049.08188.61465.76自自卸卸汽汽車車運運輸輸土土石石方方鋼鋼筋筋及及檢檢測測鋼鋼管管混混凝凝土土10t內內自自卸卸汽汽車車外外運運鉆鉆孔孔樁樁沉沉渣渣5km灌灌注注樁樁檢檢測測管管灌灌注注樁樁混混凝凝土土回回旋旋、潛潛水水鉆鉆成成孔孔(150cm以以內內，輸輸送送泵泵)1000m3天天然然密密實實方方1t10m3實實體體3.23416.313302.18011115改改4482844812金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量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回回旋旋鉆58、鉆機機陸陸地地上上鉆鉆孔孔(樁樁徑徑150cm以以內內，孔孔深深40m以以內內，軟軟石石)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運運輸輸混混凝凝土土拌拌和和及及運運輸輸合合 計計40m3/h以以內內混混凝凝土土拌拌和和站站(樓樓)拌拌和和運運輸輸能能力力6m3以以內內攪攪拌拌運59、運輸輸車車運運混混凝凝土土3km100m3100m330.21830.2184111114,定定額額*1.2244111124,定定額額*1.224,改改金金額額(元元)定定額額數數量量金金額額(元元)定定額額數數量量金金額額(元元)數數量量金金額額(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灌灌注注樁樁混混凝凝土土回回旋旋、潛潛水水鉆鉆成成孔孔(150cm以以內內，輸輸送送泵泵)44812179771.546120.159938104679385.8223131.9612951476828906438.70389438.702181288401934437.4232377.425110216475174340947729662、7123686862111457577958128744651966987.411912.602690.021234.7733.8047.542611.23序序號號分分項項編編號號工工程程名名稱稱單單位位工工程程量量定定額額直直接接費費(元元）定定額額設設備備購購置置費費（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 光圓鋼筋（HPB235、HPB300）kg10942.3004796710403-2-b 帶63、肋鋼筋（HRB335、HRB400）kg45083.40018982611405-1-a 樁徑150cmm1710.000269508712410-2-b 橋墩混凝土m3236.40012174813410-2-c 蓋梁混凝土m3248.00015125314 各項費用合計公路公里直直接接費費（元元）設設備備購購置置費費措措施施費費企企業業管管理理費費規規費費利利潤潤(元元)人人工工費費材材料料費費施施工工機機械械使使用用費費合合計計費費率率（%）7.42%7.42%8 89 9101011111212131314141515161666641736771803413311426113697164、44743042506695371111771897530343671430833963235394068829611286272854082255057312126001039015483398370331031200214104992417451586612613958146575666001609225119343733692637468914768228840121647523564117521176281587132732692510053975030554135423227901887673464863313063121211609108118307211710365稅稅金金(元元65、)金金額額合合計計（元元）稅稅率率（%）9.0%9.0%合合計計單單價價1717181819191944823553111.785981724355.603848446608421.126214752636.88250263030976.7236868644651962611.2316936205109867.6420344246392993.52工工程程量量清清單單表表合同段：A23合同段xx1號橋標表2清清單單 第第200200章章 路路 基基細細目目號號細細目目名名稱稱單單位位數數量量單單價價合合價價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（包括填前壓實）-a利用土方m312932.05.6072419-d借土填方m322068.021.12466076清單 第200章 合計 人民幣 774095 元清單 第 2 頁 共 5 頁工工程程量量清清單單表表合同段：A23合同段xx1號橋標表2清清單單 第第400400章章 橋橋梁梁、涵涵洞洞細細目目號號細細目目名名稱稱單單位位數數量量單單價價合合價價401通則401-3地質鉆探及取樣試驗（暫定工程量）-b110mmm403鋼筋403-1基礎鋼筋（含灌注樁、承臺、樁系梁、沉樁、沉井等）-a光圓鋼筋（HPB235、HPB300）kg-b帶肋鋼筋（HRB335、H67、RB400）kg403-2下部結構鋼筋-a光圓鋼筋（HPB235、HPB300）kg10942.3006.8875283-b帶肋鋼筋（HRB335、HRB400）kg45083.4006.72302960403-3上部結構鋼筋-a光圓鋼筋（HPB235、HPB300）kg111920.000-b帶肋鋼筋（HRB335、HRB400）kg114907.500403-4附屬結構鋼筋-a光圓鋼筋（HPB235、HPB300）kg4464.800-b帶肋鋼筋（HRB335、HRB400）kg37804.000404-1干處開挖土方-a土方m3745.000-b石方m3979.000404-2水下基礎挖68、方-a土方m3-b石方m31478.000405-1陸上鉆孔灌注樁-a樁徑150cmm1710.0002611.234465196410結構混凝土工程410-1混凝土基礎-aC20片（卵）石混凝土橋臺基礎m3616.000-bC25混凝土橋墩基礎m3591.000410-2混凝土下部結構-a橋臺混凝土m3873.000-b橋墩混凝土m3236.400867.64205110-c蓋梁混凝土m3248.000993.52246393-d臺帽混凝土m3149.400410-5橋梁上部結構現澆整體化混凝土-a橋面板及橫隔板m3681.000-bT梁先簡支后連續現澆濕接縫混凝土m324.200410-669、現澆混凝土附屬結構-a混凝土護欄m3175.200-b混凝土橋頭搭板m3123.000-c混凝土支承墊石及抗震擋塊m35.000411預應力混凝土工程411-5后張法預應力鋼絞線-a15.2預應力鋼絞線kg44843.000411-8預制預應力混凝土上部結構-aT形梁m3869.960413砌石工程413-1漿砌片石-aM7.5砂漿砌筑橋臺錐體護坡m3124.300415橋面鋪裝415-1瀝青混凝土橋面鋪裝-a中粒式瀝青混凝土m3329.800416橋梁支座416-1板式橡膠支座dm3-a板式橡膠支座個30.000-b四氟滑板支座個20.000-c四氟滑板支座個20.000417橋梁接縫和伸縮70、裝置417-2模數式伸縮裝置-aD-80型m48.000清單 第400章 合計 人民幣 5286366 元表表A.0.2-6A.0.2-6 人人工工、主主要要材材料料、施施工工機機械械臺臺班班數數量量匯匯總總表表建設項目名稱：xx-xx高速公路編制范圍：A23合同段溪口1號橋代代號號規規格格名名稱稱單單位位單單價價(元元)總總數數量量分分項項統統計計清清單單 第第100100章章 總總 則則清清單單 第第200200章章 路路 基基1001001人工工日112.006839.889732.850214.4091051001機械工工日112.002694.48888.140884.379200171、001HPB300鋼筋t4320.0011.7400.0892001002HRB400鋼筋t4300.0046.2102001019鋼絲繩（股絲6-719，繩徑7.19mm；股絲637，繩徑14.115.5mm）t5650.000.2842001021812號鐵絲（鍍鋅鐵絲）kg4.360.4400.44020010222022號鐵絲（鍍鋅鐵絲）kg4.79173.9362003004型鋼（工字鋼,角鋼）t3965.002.2930.0862003005鋼板（A3，540mm）t4470.000.0162003008鋼管（無縫鋼管）t5150.0017.4722003022鋼護筒t4273.572、012.9502003025鋼模板（各類定型大塊鋼模板）t5384.625.6222003026組合鋼模板t4700.850.1860.1862003028安全爬梯t8076.920.5912009011電焊條（結422(502、506、507)3.2/4.0/5.0）kg5.73355.7362009013螺栓（混合規格）kg7.3524.7252009028鐵件（鐵件）kg4.53989.82471.2703003003柴油（0號,10號,20號）kg6.6652440.6102353.03040695.9903005002電kWh1.30358061.980178.8603005004水73、m31.0015116.600229.0004003001原木（混合規格）m3970.000.0500.050編制：wec-27222清清單單 第第300300章章 路路 面面清清單單 第第400400章章 橋橋梁梁、涵涵洞洞5892.6301721.96911.65146.2100.284173.9362.2070.01617.47212.9505.6220.591355.73624.725918.5549391.590357883.12014887.600復核：雷書華表表A.0.2-6A.0.2-6 人人工工、主主要要材材料料、施施工工機機械械臺臺班班數數量量匯匯總總表表分分項項統統計計第 1 頁 共 4 頁02表場場外外運運輸輸損損耗耗輔輔助助生生產產數數量量