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1、一一分分部部互互通通立立交交主主線線橋橋現現澆澆箱箱梁梁成成本本分分析析4,330,5184,330,518細目編號項目名稱單位上部構造橋頭搭板現澆箱梁橋面鋪裝伸縮縫支座護欄波形梁護欄墻式護欄數量單價合同金額403-3上部結構鋼筋0-403-3-a光圓鋼筋（級）kg11823118233.273.1737,501403-3-b帶肋鋼筋（、級）kg4282474282473.593.481,491,285403-4附屬結構鋼筋0-403-4-a光圓鋼筋（級）kg4584506435093142.992.9027,013403-4-b帶肋鋼筋（、級）kg5461018114672253993.822、3.7194,113410-12現澆混凝土附屬結構m380129209306.10296.9262,056411-5后張法預應力鋼絞線kg618066180613.2312.83793,163411-9現澆預應力混凝土連續箱梁（支架澆筑）m325632563654.54634.901,627,258416-3圓形板式橡膠支座個161,451.001,407.4722,520416-4圓形板式活動支座個81,860.001,804.2014,434417-2模數式伸縮裝置m62622,680.002,599.60161,175直接費用架子管租金日180模板費用m25008.5方木費用m31小型機3、具費用1鋼絞線直接費用波紋管m28662866錨具套3636連接器套7272孔道壓漿m28662866設備租金吊車月6鏟車月6其它費用試壓次1支架地基處理m24134水電費月6低值易耗品月6外租車輛總1其它費用647,967647,96741612394161239-478,688-478,688盈利金額人工費人工費金額成本價成本金額備注-0.424,9663.035469354690.42179,8643.012847411284741-0.000.423,9123.027942279420.4210,6683.0761977619745.009,405240501601.80111,2514、5.030903040.00102,520280717640-200032000-250020000-2680166160-200036000045.00225,38320.0100170100170按照周轉3次350000350000350000按照周轉4次20000200005.014330361129961862134064102866025000150000150000租用本單位機械140008400084000租用本單位機械1500015000左幅第三聯2082680采用10#砼硬化810cm6000360004000240003000030000臨時租用運輸車等分分離離式式立立交交5、現現澆澆箱箱梁梁成成本本分分析析554,583554,583細目編號項目名稱單位上部構造現澆箱梁橋面鋪裝數量單價合同金額人工費403-3上部結構鋼筋0-403-3-a光圓鋼筋（級）kg166216623.273.175,2720.345403-3-b帶肋鋼筋（、級）kg61990619903.593.48215,8680.345403-4附屬結構鋼筋0-403-4-a光圓鋼筋（級）kg02.992.90-0.345403-4-b帶肋鋼筋（、級）kg03.823.71-0.345410-12現澆混凝土附屬結構m30306.10296.92-411-5后張法預應力鋼絞線kg9058905813.26、312.83116,2421.800411-9現澆預應力混凝土連續箱梁（支架澆筑）m3313313654.54634.90198,72540.000416-3圓形板式橡膠支座個81,451.001,407.4711,260416-4圓形板式活動支座個41,860.001,804.207,217417-2模數式伸縮裝置m02,680.002,599.60-直接費用架子管租金日60模板費用m280035.000方木費用m31小型機具費用1鋼絞線直接費用波紋管m574574錨具套1616孔道壓漿m574574設備租金吊車月鏟車月其它費用試壓次1支架地基處理m2水電費月低值易耗品月外租車輛總78,787、478,7844712724712724,5274,527盈利金額人工費金額成本價成本金額備注-5733.04986498621,3873.0185970185970-0.00-3.00 0-3.00 0-240016,3045.04529012,52028087640-200016000-250010000-26800-2001200028,00020.01600016000按照周轉3次600006000060000按照周轉4次10000100005.028703615776105740200000 0租用本單位機械130000 0租用本單位機械30003000中間200采用10#砼硬化818、0cm600060004000050000臨時租用運輸車等一一分分部部互互通通立立交交主主線線橋橋現現澆澆箱箱梁梁成成本本分分析析240,732240,73238,23738,237細目編號項目名稱單位上部構造現澆箱梁數量單價合同金額人工費人工費金額成本價403-3上部結構鋼筋0-403-3-a光圓鋼筋（級）kg1187.31187.33.273.173,7660.3454103.0403-3-b帶肋鋼筋（、級）kg23834238343.593.4882,9970.3458,2233.0403-4附屬結構鋼筋0-0.0403-4-a光圓鋼筋（級）kg02.992.90-0.345-3.0409、3-4-b帶肋鋼筋（、級）kg03.823.71-0.345-3.0410-12現澆混凝土附屬結構m30306.10296.92-240411-5后張法預應力鋼絞線kg4250.24250.213.2312.8354,5431.8007,6505.0411-9現澆預應力混凝土連續箱梁（支架澆筑）m3156.6156.6654.54634.9099,42640.0006,264280416-3圓形板式橡膠支座個01,451.001,407.47-2000416-4圓形板式活動支座個01,860.001,804.20-2500417-2模數式伸縮裝置m02,680.002,599.60-2680直10、接費用架子管租金日0-1500模板費用m2448.3448.335.00015,69120.0方木費用m30350000小型機具費用020000鋼絞線直接費用波紋管m2992995.0錨具套1212361連接器套01862孔道壓漿m29929910設備租金吊車月020000鏟車月013000其它費用試壓次015000支架地基處理m2020水電費月06000低值易耗品月04000外租車輛總010000157945.9157945.944,54944,549盈利金額成本金額備注3561.93561.9715027150200 00 002125143848000089668966按照周轉3次0 011、按照周轉4次014954332029900 0租用本單位機械0 0租用本單位機械0左幅第三聯0采用10#砼硬化810cm000臨時租用運輸車等互互通通立立交交AK1+384.53AK1+384.53匝匝道道橋橋現現澆澆箱箱梁梁成成本本分分析析1,459,8291,459,829215,171215,171細目編號項目名稱單位上部構造現澆箱梁數量單價合同金額人工費人工費金額403-3上部結構鋼筋0-403-3-a光圓鋼筋（級）kg03.273.17-0.42-403-3-b帶肋鋼筋（、級）kg1560211560213.593.48543,3120.4265,529403-4附屬結構鋼筋0-4012、3-4-a光圓鋼筋（級）kg02.992.90-0.42-403-4-b帶肋鋼筋（、級）kg03.823.71-0.42-410-12現澆混凝土附屬結構m30306.10296.92-45.00-411-5后張法預應力鋼絞線kg274682746813.2312.83352,5001.8049,442411-9現澆預應力混凝土連續箱梁（支架澆筑）m3858858654.54634.90544,74740.0034,320416-3圓形板式橡膠支座個61,451.001,407.478,445-416-4圓形板式活動支座個61,860.001,804.2010,825-417-2模數式伸縮裝置m13、02,680.002,599.60-直接費用架子管租金日90-模板費用m2164740.0065,880方木費用m31小型機具費用1鋼絞線直接費用波紋管m17961796錨具套4040連接器套00孔道壓漿m17961796設備租金吊車月2鏟車月1其它費用試壓次0支架地基處理m2500水電費月2低值易耗品月2內側模板總外租車輛總1其它費用13264031326403-81,745-81,745盈利金額成本價成本金額備注3.00 03.04680634680630.003.00 03.00 024005.0137340280240240200012000250015000268001050945014、040.06588065880按照購買價格150000150000150000按照購買價格800080005.0898036114440186201017960200004000040000租用本單位機械130001300013000租用本單位機械150000 0201000010000采用10#砼硬化810cm300060002500500010000100001000010000臨時租用運輸車等互互通通立立交交AK0+484.91AK0+484.91匝匝道道橋橋現現澆澆箱箱梁梁成成本本分分析析1,340,9041,340,904196,551196,551細目編號項目名稱單位上部構造現澆箱15、梁數量單價合同金額人工費人工費金額成本價403-3上部結構鋼筋0-403-3-a光圓鋼筋（級）kg03.273.17-0.42-3.0403-3-b帶肋鋼筋（、級）kg1571241571243.593.48547,1530.4265,9923.0403-4附屬結構鋼筋0-0.0403-4-a光圓鋼筋（級）kg02.992.90-0.42-3.0403-4-b帶肋鋼筋（、級）kg03.823.71-0.42-3.0410-12現澆混凝土附屬結構m30306.10296.92-45.00-240411-5后張法預應力鋼絞線kg209692096913.2312.83269,0971.8037,716、445.0411-9現澆預應力混凝土連續箱梁（支架澆筑）m3796796654.54634.90505,38340.0031,840280416-3圓形板式橡膠支座個61,451.001,407.478,445-2000416-4圓形板式活動支座個61,860.001,804.2010,825-2500417-2模數式伸縮裝置m02,680.002,599.60-2680直接費用架子管租金日90-1100模板費用m21524.3840.0060,97540.0方木費用m3901150小型機具費用18000鋼絞線直接費用波紋管m9829825.0錨具套2424361連接器套001862孔道壓漿m17、98298210設備租金吊車月120000鏟車月0.513000其它費用試壓次015000支架地基處理m250000水電費月23000低值易耗品月22500內側模板總10000外租車輛總110000其它費用1183466.21183466.2-39,114-39,114盈利金額成本金額備注0 047137247137200 00 00104845222880120001500009900060975.260975.2按照購買價格103500103500按照購買價格800049108664098202000020000租用本單位機械65006500租用本單位機械0500060005000100018、010000臨時租用運輸車等互互通通立立交交AK0+375.6AK0+375.6匝匝道道橋橋現現澆澆箱箱梁梁成成本本分分析析（大大包包）1,321,6341,321,634161,318161,318259121.2259121.2420,439420,439總金額細目編號項目名稱單位數量單價合同價金額人工費人工費金額成本價成本金額備注403-3-b鋼筋kg1571243.593.48547,1530.4265,9920 0411-5鋼絞線kg2096913.2312.83269,0971.4029,3570411-9混凝土m3796654.54634.90505,38335.0027,86019、0直接費用架子管租金日70-100070000按照0.90.9步距頂、底托租金日701107700按照0.90.9步距模板費用m21524.3825.0038,11040.060975.260975.2按照購買價格方木費用m3901150103500103500按照購買價格鋼絞線直接費用波紋管m9820.00錨具套240孔道壓漿m98232946設備租金吊車鏟車使用費總1100001000010000吊車使用不頻繁，可伙同384橋或其它橋租賃小型機具使用費總1800080008000其它費用支架地基處理m215000015000基本不需要硬化試壓次11500015000水電費月2300060020、0內側模板總010000可以使用384橋的施工協調費總1000010000設備拉運費總2000020000設備殘值方木-50000應扣減部分殘值模板-30000應扣減部分殘值互互通通立立交交AK1+266AK1+266匝匝道道橋橋現現澆澆箱箱梁梁成成本本分分析析（大大包包）1,440,5591,440,559155,622155,622142086114208611,576,4831,576,483細目編號項目名稱單位總金額數量單價合同金額人工費人工費金額成本價成本金額備注403-3-b鋼筋kg1560213.593.48543,3120.4265,5293.6561675.6561675.621、411-5鋼絞線kg2746813.2312.83352,5001.0027,4689.8269186.4411-9混凝土m3858654.54634.90544,74725.0021,450350300300直接費用架子管租金日75100075000按照0.90.9步距頂、底托租金日751158625模板費用m2164725.0041,17540.06588065880按照購買價格方木費用m31101150126500126500按照購買價格鋼絞線直接費用波紋管m17960錨具套400孔道壓漿m17961.52694設備租金吊車總200002000020000使用不太頻繁，可同484橋共用，22、或臨時租用其它小型機械使用費總100001000010000其它費用試壓次01000010000支架地基處理m2500201000010000中跨需處理水電費月230006000內側模板總2000020000施工協調費總1000010000設備殘值方木-50000應扣減凈殘值模板-25000應扣減凈殘值K12+135.5K12+135.5剛剛架架拱拱成成本本分分析析-216305.684312305.684312305.684細目編號項目名稱單位上部構造現澆箱梁數量單價合同金額人工費人工費金額成本價成本金額403-3預制結構鋼筋0-403-3-a光圓鋼筋（級）kg7879.47879.4-4.23、938609.0638609.0638609.0638609.06403-3-b帶肋鋼筋（、級）kg13579.213579.2-4.966538.0866538.0866538.0866538.08鋼板kg494.3494.3-4.92422.072422.072422.072422.07型鋼kg698.26698.26-4.93421.4743421.4743421.4743421.474411-9預制混凝土m3100.3100.3-1050105315105315105315直接費用架子管租金日10-150015000模板費用m20-1000010000方木費用m30-1000010000設備租金吊車月0-5000050000支架地基處理m20-20002000水電費月030003000低值易耗品月010001000外租車輛（運輸費用）總0500050001050混凝土4900鋼筋g4900鋼板g盈利金額備注按照周轉3次按照周轉4次采用10#砼硬化810cm臨時租用運輸車等