1、一一分分部部互互通通立立交交主主线线桥桥现现浇浇箱箱梁梁成成本本分分析析4,330,5184,330,518细目编号项目名称单位上部构造桥头搭板现浇箱梁桥面铺装伸缩缝支座护栏波形梁护栏墙式护栏数量单价合同金额403-3上部结构钢筋0-403-3-a光圆钢筋（级）kg11823118233.273.1737,501403-3-b带肋钢筋（、级）kg4282474282473.593.481,491,285403-4附属结构钢筋0-403-4-a光圆钢筋（级）kg4584506435093142.992.9027,013403-4-b带肋钢筋（、级）kg5461018114672253993.822、3.7194,113410-12现浇混凝土附属结构m380129209306.10296.9262,056411-5后张法预应力钢绞线kg618066180613.2312.83793,163411-9现浇预应力混凝土连续箱梁（支架浇筑）m325632563654.54634.901,627,258416-3圆形板式橡胶支座个161,451.001,407.4722,520416-4圆形板式活动支座个81,860.001,804.2014,434417-2模数式伸缩装置m62622,680.002,599.60161,175直接费用架子管租金日180模板费用m25008.5方木费用m31小型机3、具费用1钢绞线直接费用波纹管m28662866锚具套3636连接器套7272孔道压浆m28662866设备租金吊车月6铲车月6其它费用试压次1支架地基处理m24134水电费月6低值易耗品月6外租车辆总1其它费用647,967647,96741612394161239-478,688-478,688盈利金额人工费人工费金额成本价成本金额备注-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按照周转3次350000350000350000按照周转4次20000200005.014330361129961862134064102866025000150000150000租用本单位机械140008400084000租用本单位机械1500015000左幅第三联2082680采用10#砼硬化810cm6000360004000240003000030000临时租用运输车等分分离离式式立立交交5、现现浇浇箱箱梁梁成成本本分分析析554,583554,583细目编号项目名称单位上部构造现浇箱梁桥面铺装数量单价合同金额人工费403-3上部结构钢筋0-403-3-a光圆钢筋（级）kg166216623.273.175,2720.345403-3-b带肋钢筋（、级）kg61990619903.593.48215,8680.345403-4附属结构钢筋0-403-4-a光圆钢筋（级）kg02.992.90-0.345403-4-b带肋钢筋（、级）kg03.823.71-0.345410-12现浇混凝土附属结构m30306.10296.92-411-5后张法预应力钢绞线kg9058905813.26、312.83116,2421.800411-9现浇预应力混凝土连续箱梁（支架浇筑）m3313313654.54634.90198,72540.000416-3圆形板式橡胶支座个81,451.001,407.4711,260416-4圆形板式活动支座个41,860.001,804.207,217417-2模数式伸缩装置m02,680.002,599.60-直接费用架子管租金日60模板费用m280035.000方木费用m31小型机具费用1钢绞线直接费用波纹管m574574锚具套1616孔道压浆m574574设备租金吊车月铲车月其它费用试压次1支架地基处理m2水电费月低值易耗品月外租车辆总78,787、478,7844712724712724,5274,527盈利金额人工费金额成本价成本金额备注-5733.04986498621,3873.0185970185970-0.00-3.00 0-3.00 0-240016,3045.04529012,52028087640-200016000-250010000-26800-2001200028,00020.01600016000按照周转3次600006000060000按照周转4次10000100005.028703615776105740200000 0租用本单位机械130000 0租用本单位机械30003000中间200采用10#砼硬化818、0cm600060004000050000临时租用运输车等一一分分部部互互通通立立交交主主线线桥桥现现浇浇箱箱梁梁成成本本分分析析240,732240,73238,23738,237细目编号项目名称单位上部构造现浇箱梁数量单价合同金额人工费人工费金额成本价403-3上部结构钢筋0-403-3-a光圆钢筋（级）kg1187.31187.33.273.173,7660.3454103.0403-3-b带肋钢筋（、级）kg23834238343.593.4882,9970.3458,2233.0403-4附属结构钢筋0-0.0403-4-a光圆钢筋（级）kg02.992.90-0.345-3.0409、3-4-b带肋钢筋（、级）kg03.823.71-0.345-3.0410-12现浇混凝土附属结构m30306.10296.92-240411-5后张法预应力钢绞线kg4250.24250.213.2312.8354,5431.8007,6505.0411-9现浇预应力混凝土连续箱梁（支架浇筑）m3156.6156.6654.54634.9099,42640.0006,264280416-3圆形板式橡胶支座个01,451.001,407.47-2000416-4圆形板式活动支座个01,860.001,804.20-2500417-2模数式伸缩装置m02,680.002,599.60-2680直10、接费用架子管租金日0-1500模板费用m2448.3448.335.00015,69120.0方木费用m30350000小型机具费用020000钢绞线直接费用波纹管m2992995.0锚具套1212361连接器套01862孔道压浆m29929910设备租金吊车月020000铲车月013000其它费用试压次015000支架地基处理m2020水电费月06000低值易耗品月04000外租车辆总010000157945.9157945.944,54944,549盈利金额成本金额备注3561.93561.9715027150200 00 002125143848000089668966按照周转3次0 011、按照周转4次014954332029900 0租用本单位机械0 0租用本单位机械0左幅第三联0采用10#砼硬化810cm000临时租用运输车等互互通通立立交交AK1+384.53AK1+384.53匝匝道道桥桥现现浇浇箱箱梁梁成成本本分分析析1,459,8291,459,829215,171215,171细目编号项目名称单位上部构造现浇箱梁数量单价合同金额人工费人工费金额403-3上部结构钢筋0-403-3-a光圆钢筋（级）kg03.273.17-0.42-403-3-b带肋钢筋（、级）kg1560211560213.593.48543,3120.4265,529403-4附属结构钢筋0-4012、3-4-a光圆钢筋（级）kg02.992.90-0.42-403-4-b带肋钢筋（、级）kg03.823.71-0.42-410-12现浇混凝土附属结构m30306.10296.92-45.00-411-5后张法预应力钢绞线kg274682746813.2312.83352,5001.8049,442411-9现浇预应力混凝土连续箱梁（支架浇筑）m3858858654.54634.90544,74740.0034,320416-3圆形板式橡胶支座个61,451.001,407.478,445-416-4圆形板式活动支座个61,860.001,804.2010,825-417-2模数式伸缩装置m13、02,680.002,599.60-直接费用架子管租金日90-模板费用m2164740.0065,880方木费用m31小型机具费用1钢绞线直接费用波纹管m17961796锚具套4040连接器套00孔道压浆m17961796设备租金吊车月2铲车月1其它费用试压次0支架地基处理m2500水电费月2低值易耗品月2内侧模板总外租车辆总1其它费用13264031326403-81,745-81,745盈利金额成本价成本金额备注3.00 03.04680634680630.003.00 03.00 024005.0137340280240240200012000250015000268001050945014、040.06588065880按照购买价格150000150000150000按照购买价格800080005.0898036114440186201017960200004000040000租用本单位机械130001300013000租用本单位机械150000 0201000010000采用10#砼硬化810cm300060002500500010000100001000010000临时租用运输车等互互通通立立交交AK0+484.91AK0+484.91匝匝道道桥桥现现浇浇箱箱梁梁成成本本分分析析1,340,9041,340,904196,551196,551细目编号项目名称单位上部构造现浇箱15、梁数量单价合同金额人工费人工费金额成本价403-3上部结构钢筋0-403-3-a光圆钢筋（级）kg03.273.17-0.42-3.0403-3-b带肋钢筋（、级）kg1571241571243.593.48547,1530.4265,9923.0403-4附属结构钢筋0-0.0403-4-a光圆钢筋（级）kg02.992.90-0.42-3.0403-4-b带肋钢筋（、级）kg03.823.71-0.42-3.0410-12现浇混凝土附属结构m30306.10296.92-45.00-240411-5后张法预应力钢绞线kg209692096913.2312.83269,0971.8037,716、445.0411-9现浇预应力混凝土连续箱梁（支架浇筑）m3796796654.54634.90505,38340.0031,840280416-3圆形板式橡胶支座个61,451.001,407.478,445-2000416-4圆形板式活动支座个61,860.001,804.2010,825-2500417-2模数式伸缩装置m02,680.002,599.60-2680直接费用架子管租金日90-1100模板费用m21524.3840.0060,97540.0方木费用m3901150小型机具费用18000钢绞线直接费用波纹管m9829825.0锚具套2424361连接器套001862孔道压浆m17、98298210设备租金吊车月120000铲车月0.513000其它费用试压次015000支架地基处理m250000水电费月23000低值易耗品月22500内侧模板总10000外租车辆总110000其它费用1183466.21183466.2-39,114-39,114盈利金额成本金额备注0 047137247137200 00 00104845222880120001500009900060975.260975.2按照购买价格103500103500按照购买价格800049108664098202000020000租用本单位机械65006500租用本单位机械0500060005000100018、010000临时租用运输车等互互通通立立交交AK0+375.6AK0+375.6匝匝道道桥桥现现浇浇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总金额细目编号项目名称单位数量单价合同价金额人工费人工费金额成本价成本金额备注403-3-b钢筋kg1571243.593.48547,1530.4265,9920 0411-5钢绞线kg2096913.2312.83269,0971.4029,3570411-9混凝土m3796654.54634.90505,38335.0027,86019、0直接费用架子管租金日70-100070000按照0.90.9步距顶、底托租金日701107700按照0.90.9步距模板费用m21524.3825.0038,11040.060975.260975.2按照购买价格方木费用m3901150103500103500按照购买价格钢绞线直接费用波纹管m9820.00锚具套240孔道压浆m98232946设备租金吊车铲车使用费总1100001000010000吊车使用不频繁，可伙同384桥或其它桥租赁小型机具使用费总1800080008000其它费用支架地基处理m215000015000基本不需要硬化试压次11500015000水电费月2300060020、0内侧模板总010000可以使用384桥的施工协调费总1000010000设备拉运费总2000020000设备残值方木-50000应扣减部分残值模板-30000应扣减部分残值互互通通立立交交AK1+266AK1+266匝匝道道桥桥现现浇浇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细目编号项目名称单位总金额数量单价合同金额人工费人工费金额成本价成本金额备注403-3-b钢筋kg1560213.593.48543,3120.4265,5293.6561675.6561675.621、411-5钢绞线kg2746813.2312.83352,5001.0027,4689.8269186.4411-9混凝土m3858654.54634.90544,74725.0021,450350300300直接费用架子管租金日75100075000按照0.90.9步距顶、底托租金日751158625模板费用m2164725.0041,17540.06588065880按照购买价格方木费用m31101150126500126500按照购买价格钢绞线直接费用波纹管m17960锚具套400孔道压浆m17961.52694设备租金吊车总200002000020000使用不太频繁，可同484桥共用，22、或临时租用其它小型机械使用费总100001000010000其它费用试压次01000010000支架地基处理m2500201000010000中跨需处理水电费月230006000内侧模板总2000020000施工协调费总1000010000设备残值方木-50000应扣减净残值模板-25000应扣减净残值K12+135.5K12+135.5刚刚架架拱拱成成本本分分析析-216305.684312305.684312305.684细目编号项目名称单位上部构造现浇箱梁数量单价合同金额人工费人工费金额成本价成本金额403-3预制结构钢筋0-403-3-a光圆钢筋（级）kg7879.47879.4-4.23、938609.0638609.0638609.0638609.06403-3-b带肋钢筋（、级）kg13579.213579.2-4.966538.0866538.0866538.0866538.08钢板kg494.3494.3-4.92422.072422.072422.072422.07型钢kg698.26698.26-4.93421.4743421.4743421.4743421.474411-9预制混凝土m3100.3100.3-1050105315105315105315直接费用架子管租金日10-150015000模板费用m20-1000010000方木费用m30-1000010000设备租金吊车月0-5000050000支架地基处理m20-20002000水电费月030003000低值易耗品月010001000外租车辆（运输费用）总0500050001050混凝土4900钢筋g4900钢板g盈利金额备注按照周转3次按照周转4次采用10#砼硬化810cm临时租用运输车等