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芜湖 铜陵 标段 高速公路 设计

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芜湖至铜陵（三标段）高速公路设计,芜湖,铜陵,标段,高速公路,设计

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总总 预预 算算 表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 1 页共 3 页01 表项目节细目工程或费用名称单 位数 量预算金额(元)技术经济指标各项费用比例(%)备 注第一部分 建筑安装工程费公路公里3.00039,970,38413,323,461.3390.02一临时工程公路公里3.0003,513,1701,171,056.677.9110临时道路km7.8202,555,426326,780.825.7610临时道路km111642.0002,555,42622.895.7640临时电力线路km9.240908,74698,349.132.0550临时电讯线路km9.24048,9985,302.810.11二路基工程km36,457,21482.1010场地清理km1,311,0162.9510清理与掘除m21,311,0162.9510清理现场m3209692.0001,272,1646.072.8720挖除树根棵3877.00038,85210.020.0920挖方m310,992,11924.7610挖土方m3517972.0004,427,5528.559.9720挖石方m3540652.0006,388,38911.8214.3930挖非适用材料（淤泥）m319785.000176,1788.900.4030填方m314,390,42032.4110路基填方m314,390,42032.4120利用土方填筑m3545085.0002,805,5645.156.3230借土方填筑m31441088.0007,841,9935.4417.6640利用石方填筑m3320897.0003,742,86311.668.4350排水工程 km4,808,27610.8310边沟m3/m1,141,0772.5730浆砌片石边沟m33420.0001,141,077333.652.5720排水沟处2,813,3826.34编制: 复核: 总总 预预 算算 表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 2 页共 3 页01 表项目节细目工程或费用名称单 位数 量预算金额(元)技术经济指标各项费用比例(%)备 注30浆砌片石排水沟m38979.0002,813,382313.336.3430截水沟m3/m124,2970.2820浆砌片石截水沟m369.900124,2971,778.210.2840急流槽 m3/m297,1650.6720浆砌片石急流槽m3998.000297,165297.760.6760碎石料渗沟m38972.000432,35548.190.9760防护与加固工程km4,955,38311.1610坡面植物防护m21,915,9314.3160喷播植草m268079.000924,47013.582.0880三维植被网护坡m223367.000991,46142.432.2320坡面圬工防护m3/m22,951,3656.6530实体式浆砌片石护坡m3983.000195,106198.480.4435人字形浆砌片石护坡m315985.0002,237,353139.975.0445预制六棱砖护坡m3383.000251,020655.400.5755拦水块m35917.000267,88645.270.6080其他工程（路基零星工程）km88,0870.2010整修路拱km56438.0009,7480.170.0220整修边坡km2.00078,33939,169.500.18第二部分 设备及工具、器具购置费公路公里3.00052,50017,500.000.12三办公及生活用家具购置公路公里3.00052,50017,500.000.12第三部分 工程建设其他费用公路公里3.0003,125,4701,041,823.337.04二建设项目管理费公路公里3.0001,808,262602,754.004.0710建设单位（业主）管理费公路公里3.000963,854321,284.672.17 96385430工程监理费公路公里3.000799,408266,469.331.80 39970384*2%编制: 复核: 总总 预预 算算 表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 3 页共 3 页01 表项目节细目工程或费用名称单 位数 量预算金额(元)技术经济指标各项费用比例(%)备 注60竣（交）工验收试验检测费公路公里3.00045,00015,000.000.10十一建设期贷款利息公路公里3.0001,317,208439,069.332.97交通银行元1.0001,317,2081,317,208.002.97(上年度付息贷款本息累计本年度付息贷款额2)年利率第1年元1.000175,000175,000.000.39 贷款额:5000000元,利率:7%第2年元1.000467,250467,250.001.05 贷款额:3000000元,利率:7%第3年元1.000674,958674,958.001.52 贷款额:2000000元,利率:7%第一、二、三部分 费用合计公路公里3.00043,148,35414,382,784.6797.17 39970384+52500+3125470预备费元1,254,9342.831.价差预备费元1.0002.基本预备费元1.0001,254,9341,254,934.002.83 (43148354-1317208)*3%新增加费用项目(不作预备费基数)元概（预）算总金额元1.00044,403,28844,403,288.00100.00 43148354+1254934+0其中：回收金额元公路基本造价公路公里3.00044,403,28814,801,096.00100.00 44403288-0编制: 复核: 人人工工、主主要要材材料料、机机械械台台班班数数量量汇汇总总表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 1 页共 4 页02 表序号规格名称单 位代号总数量分 项 统 计辅助生产其他场外运输损耗临时工程路基工程%数量1人工工日1112053.95512385.29495282.9644385.702机械工工日229215.017877.87428337.1443原木m3101169.235169.2354锯材m31026.4424.9621.4805型钢t1822.4411.5950.8466钢板t1830.7090.7097空心钢钎kg2122956.8962956.896850mm以内合金钻头个2135086.3605086.3609电焊条kg23114.10014.10010钢模板t2718.1308.13011铁件kg6511318.0701240.52077.55012铁钉kg65361.01061.01013812号铁丝kg6551308.6221308.62214橡皮线m71327909.00027909.00015皮线m71428352.00028352.00016土工布m27709705.9109705.91017三维植被网m277427411.82827411.82818U形锚钉kg77515202.57015202.57019PVC塑料管（100mm）m7801583.0401583.04020麻袋 个81839655.08038494.0801161.00021草籽kg8212289.1952266.5301.0022.672232.5级水泥t8322658.570282.6812349.5671.0026.32编制: 复核: 人人工工、主主要要材材料料、机机械械台台班班数数量量汇汇总总表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 2 页共 4 页02 表序号规格名称单 位代号总数量分 项 统 计辅助生产其他场外运输损耗临时工程路基工程%数量23硝铵炸药kg84138003.04838003.04824导火线m84299585.59299585.59225普通雷管个84579457.83279457.83226石油沥青t8511.7661.76627汽油kg8627100.7481474.2225626.52628柴油kg8631523964.62629379.6181494585.01029电kWh8651561.0601561.06030水m386647415.9671102.97746312.99031中（粗）砂m38999368.990320.6508819.8272.50228.5132砂砾m39023256.3263224.0851.0032.2433天然级配m39082047.2132026.9441.0020.2734黏土m39111948.1011891.3603.0056.7435片石m393123367.77023367.77036碎石（2cm）m3951555.320549.8221.005.5037碎石（4cm）m39522675.1582648.6721.0026.4938石屑 m3961744.210736.8411.007.3739路面用碎石（1.5cm）m3965749.612742.1901.007.4240路面用碎石（3.5cm）m39676775.3256708.2421.0067.0841其它材料费元996542981.37111187.882531793.48942设备摊销费元997128718.080128718.0804375kw以内履带式推土机台班10031077.97013.2221064.74844135kw以内履带式推土机台班1006246.348246.348编制: 复核: 人人工工、主主要要材材料料、机机械械台台班班数数量量汇汇总总表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 3 页共 4 页02 表序号规格名称单 位代号总数量分 项 统 计辅助生产其他场外运输损耗临时工程路基工程%数量45165kw以内履带式推土机台班1007665.20470.726594.478460.6m3履带式单斗挖掘机台班102763.36563.365471.0m3履带式单斗挖掘机台班1035140.94619.035121.911482.0m3履带式单斗挖掘机台班10371311.07160.8201250.251493.0m3轮胎式装载机台班1051635.427635.42750120kw以内平地机台班10571239.78430.1701209.6145168t光轮压路机台班10752056.610259.7731796.83752810t光轮压路机台班10767.9017.901531012t光轮压路机台班107750.67450.674541215t光轮压路机台班107892.89932.54060.3585520t以内振动压路机台班10891923.1421923.14156机动液压喷播机台班1139103.663103.66357250L以内强制式混凝土搅拌机台班127226.08526.085584t以内载货汽车台班137273.79473.7945910t以内载货汽车台班137617.26217.2626015t以内自卸汽车台班138810386.91610386.9166120t平板拖车组台班139314.32914.329624000L以内洒水汽车台班140473.79473.794636000L以内洒水汽车台班140539.22739.2276420t以内轮胎式起重机台班144210.85810.858655t以内汽车式起重机台班144974.46557.34017.1256632KVA交流电弧焊机台班17262.1152.115编制: 复核: 人人工工、主主要要材材料料、机机械械台台班班数数量量汇汇总总表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 4 页共 4 页02 表序号规格名称单 位代号总数量分 项 统 计辅助生产其他场外运输损耗临时工程路基工程%数量679m3/min以内机动空压机台班18421552.7241552.72468小型机具使用费元199889377.996402.78288975.214编制: 复核: 建建 筑筑 安安 装装 工工 程程 费费 计计 算算 表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 1 页 共 2 页03 表序号工 程 名 称单位工程量直 接 费 (元)间接费(元)利润(元)费率税金(元)综合税率建筑安装工程费直 接 工 程 费其他工程费合计合计(元)单价(元)人工费材料费机械使用费合计7%3.41%1234567891011121314151临时道路km111642.0005158659364374600421912344102709201505330861514749284266255542622.892临时电力线路km9.240485626671837157454502076076561858561562996790874698349.133临时电讯线路km9.24060403135337393235239745470329341616489985302.814清理现场m3209692.000156604868798102540230925105632797708761794195012721646.075挖除树根棵3877.00032405324051338337431370245812813885210.026挖土方m3517972.00011491536259873740902106275384717715743027694314600244275528.557挖石方m3540652.000486432592864413370052129961804005393396393547390785210661638838911.828挖非适用材料（淤泥）m319785.000819413797126316148307433215263978451023954551761788.909利用土方填筑m3545085.000109439220082523102649001824002821382851744829251528055645.1510借土方填筑m31441088.00016071564659046626619196169682278826891749169425859478419935.4411利用石方填筑m3320897.0001192788150153226943201072342801554613874204012123423374286311.6612浆砌片石边沟m33420.0002883385318348201725086087103216815164266376281141077333.6513浆砌片石排水沟m38979.000727644128956620172101244722141682420936157991927732813382313.3314浆砌片石截水沟m369.90032802561258892754649439118845696240991242971778.2115浆砌片石急流槽m3998.000676171487362163531332122967440750169429799297165297.7616碎石料渗沟m38972.000912352288573200921837733846954783248461425743235548.1917喷播植草m268079.000611475423171205527240164554176955767623568053048592447013.5818三维植被网护坡m223367.00091161641352350107675234827881580182748602183269499146142.4319实体式浆砌片石护坡m3983.00044398943832992141773891715069026859111236434195106198.48编制: 复核: 建建 筑筑 安安 装装 工工 程程 费费 计计 算算 表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 2 页 共 2 页03 表序号工 程 名 称单位工程量直 接 费 (元)间接费(元)利润(元)费率税金(元)综合税率建筑安装工程费直 接 工 程 费其他工程费合计合计(元)单价(元)人工费材料费机械使用费合计7%3.41%12345678910111213141520人字形浆砌片石护坡m315985.0005638261018766281071610699984981709197328329126049737782237353139.9721预制六棱砖护坡m3383.0006987410049080301783941094518933939443139618277251020655.4022拦水块m35917.0007353010431013472191312113982027104141514927883426788645.2723整修路拱km56438.00081308130336846634461732197480.1724整修边坡km2.000480764807618274990322218363525837833939169.50各项费用合计495920269983701963180231589374130500632894380 33665962391716 13176923997038439970384编制: 复核: 其其他他工工程程费费及及间间接接费费综综合合费费率率计计算算表表建设项目名称:芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 1 页共 1 页04 表序号工程类别其他工程费费率(%)间接费费率(%)冬季施工增加费雨季施工增加费夜间施工增加费高原地区施工增加费风沙地区施工增加费沿海地区工程施工增加费行车干扰工程施工增加费施工标准化与安全措施费临时设施费施工辅助费工地转移费综合费率规 费企业管理费养老保险费失业保险费医疗保险费住房公积金工伤保险费综合费率基本费用主副食运费补贴职工探亲路费职工取暖补贴财务费用综合费率III1234567891011121314151617181920212223242526271人工土方0.280 0.1500.590 1.570 0.890 0.320 3.80020.000 2.000 7.00012.000 1.00042.000 3.360 0.310 0.100 0.060 0.230 4.0602机械土方0.430 0.1500.590 1.420 0.490 1.050 4.13020.000 2.000 7.00012.000 1.00042.000 3.260 0.240 0.220 0.130 0.210 4.0603汽车运输0.080 0.1500.210 0.920 0.160 0.620 2.14020.000 2.000 7.00012.000 1.00042.000 1.440 0.250 0.140 0.120 0.210 2.1604人工石方0.060 0.0900.590 1.600 0.850 0.330 3.52020.000 2.000 7.00012.000 1.00042.000 3.450 0.240 0.100 0.060 0.220 4.0705机械石方0.080 0.1400.590 1.970 0.460 0.740 3.98020.000 2.000 7.00012.000 1.00042.000 3.280 0.220 0.220 0.110 0.200 4.0306高级路面0.370 0.1401.000 1.920 0.800 1.300 5.53020.000 2.000 7.00012.000 1.00042.000 1.910 0.150 0.140 0.070 0.270 2.5407其他路面0.110 0.1201.020 1.870 0.740 1.180 5.04020.000 2.000 7.00012.000 1.00042.000 3.280 0.150 0.160 0.070 0.300 3.9608构造物0.340 0.1000.720 2.650 1.300 1.180 6.29020.000 2.000 7.00012.000 1.00042.000 4.440 0.230 0.290 0.120 0.370 5.4509构造物0.420 0.110 0.3500.780 3.140 1.560 1.400 7.76020.000 2.000 7.00012.000 1.00042.000 5.530 0.250 0.340 0.130 0.400 6.65010 构造物0.830 0.230 0.7001.570 5.810 3.030 2.77014.94020.000 2.000 7.00012.000 1.00042.000 9.790 0.450 0.550 0.230 0.82011.84011 技术复杂大桥0.480 0.140 0.3500.860 2.920 1.680 1.580 8.01020.000 2.000 7.00012.000 1.00042.000 4.720 0.200 0.200 0.100 0.460 5.68012 隧道0.1000.730 2.570 1.230 1.110 5.74020.000 2.000 7.00012.000 1.00042.000 4.220 0.190 0.270 0.080 0.390 5.15013 钢材及钢结构0.0200.3500.530 2.480 0.560 1.510 5.45020.000 2.000 7.00012.000 1.00042.000 2.420 0.200 0.160 0.070 0.480 3.33014 设备安装工程0.8300.790 5.810 3.030 2.77013.23020.000 2.000 7.00012.000 1.00042.000 9.790 0.450 0.550 0.230 0.82011.84015金属标志牌安装0.0200.530 2.480 0.560 1.510 5.10020.000 2.000 7.00012.000 1.00042.000 2.420 0.200 0.160 0.070 0.480 3.33016 费率为0编制: 复核: 设设备备、工工具具、器器具具购购置置费费计计算算表表建设项目名称: 芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 1 页共 1 页05 表序号设备、工具、器具规格名称单位数量单价(元)金额(元)说明三办公及生活用家具购置公路公里3.00017500.0052500.00 317500编制: 复核: 工工程程建建设设其其他他费费用用及及回回收收金金额额计计算算表表建设项目名称: 芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 1 页共 1 页06 表序号费用名称及回收金额项目说明及计算式金额(元)备注第三部分 工程建设其他费用3125470二建设项目管理费180826210建设单位（业主）管理费累进办法建管费963854 963854.0030工程监理费建安费*2%799408 39970384*2%60竣（交）工验收试验检测费3.000(公路公里)15000.00(元/公路公里)45000十一建设期贷款利息1317208交通银行1317208(上年度付息贷款本息累计本年度付息贷款额2)年利率第1年1.000(元)175000.00(元/元)175000 贷款额:5000000元,利率:7%第2年1.000(元)467250.00(元/元)467250 贷款额:3000000元,利率:7%第3年1.000(元)674957.50(元/元)674958 贷款额:2000000元,利率:7%预备费12549341.价差预备费价差预备费2.基本预备费(一二三部分合计-建设期贷款利息)*3%1254934 (43148354-1317208)*3%新增加费用项目(不作预备费基数)概（预）算总金额一二三部分合计+预备费+新增加费用项目(不作预备费基数)44403288 43148354+1254934+0其中：回收金额公路基本造价概（预）算总金额-其中：回收金额44403288 44403288-0编制: 复核: 人人工工、材材料料、机机械械台台班班单单价价汇汇总总表表建设项目名称: 芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 1 页共 2 页07 表序号名 称单位代号预算单价(元)备注序号名 称单位代号预算单价(元)备注1人工工日146.0625普通雷管个8450.702机械工工日246.0626石油沥青t8515000.003原木m31011120.0027汽油kg8627.304锯材m31021350.0028柴油kg8637.105型钢t1824470.0029电kWh8650.556钢板t1834770.0030水m38660.507空心钢钎kg2127.0031中（粗）砂m389980.00850mm以内合金钻头个21340.0032砂砾m390231.009电焊条kg2314.9033天然级配m390840.0010钢模板t2716480.0034黏土m39118.2111铁件kg6514.4035片石m393167.1612铁钉kg6536.9736碎石（2cm）m395155.0013812号铁丝kg6556.1037碎石（4cm）m395255.0014橡皮线m7136.8038石屑 m396165.0015皮线m7145.4039路面用碎石（1.5cm）m396565.0016土工布m27709.7140路面用碎石（3.5cm）m396763.0017三维植被网m277415.0041其它材料费元9961.0018U形锚钉kg7754.6742设备摊销费元9971.0019PVC塑料管（100mm）m78013.004375kw以内履带式推土机台班1003727.5520麻袋 个8182.6044135kw以内履带式推土机台班10061393.0421草籽kg82180.0045165kw以内履带式推土机台班10071641.742232.5级水泥t832380.00460.6m3履带式单斗挖掘机台班1027575.3023硝铵炸药kg8416.00471.0m3履带式单斗挖掘机台班1035961.4324导火线m8420.80482.0m3履带式单斗挖掘机台班10371602.05编制: 复核: 人人工工、材材料料、机机械械台台班班单单价价汇汇总总表表建设项目名称: 芜湖至铜陵第三标段高速公路编 制 范 围: K0+0.00K2+938.828第 2 页共 2 页07 表序号名 称单位代号预算单价(元)备注序号名 称单位代号预算单价(元)备注493.0m3轮胎式装载机台班10511157.6550120kw以内平地机台班10571089.855168t光轮压路机台班1075290.8752810t光轮压路机台班1076328.28531012t光轮压路机台班1077432.27541215t光轮压路机台班1078497.655520t以内振动压路机台班10891230.0256机动液压喷播机台班1139249.7457250L以内强制式混凝土搅拌机台班127293.65584t以内载货汽车台班1372364.165910t以内载货汽车台班1376583.686015t以内自卸汽车台班1388836.976120t平板拖车组台班1393818.06624000L以内洒水汽车台班1404530.35636000L以内洒水汽车台班1405608.056420t以内轮胎式起重机台班14421011.96655t以内汽车式起重机台班1449437.166632KVA交流电弧焊机台班1726101.50679m3/min以内机动空压机台班1842677.5368小型机具使用费元19981.00编制: 复核: 直线、曲线及转角表第 1 页 共 1 页交点号交 点 坐 标交点桩号转 角 值曲 线 要 素 值 (m)曲 线 主 点 桩 号直线长度及方向备 注N (X)E (Y)半 径缓和曲缓和曲切 线曲 线外 距 校正值第一缓和曲线第一缓和曲线终曲线中点第二缓和曲线起第二缓和曲线直线段交点间计算方位角线长度线参数长 度长 度起 点点或圆曲线起点点或圆曲线终点终 点长 (m)距(m)123456789101112131415161718192021JD043220K0+000187.8343440900000JD1432460K0+440171600.9(Y)1100170432.435 252.166501.50113.7142.83K0+187.834K0+357.834K0+438.585K0+519.335K0+689.335634.8282 1334.1261071600.9JD2361734K1+771.296260233.4(Z)1500200547.723 447.132881.7941 40.729 12.47K1+324.163K1+524.163K1+765.061K2+005.958K2+205.958732.8798 1179.812 811327.5JD32162900K2+938.828编制：复核：直线、曲线及转角表交点号交 点 坐 标交点桩号转 角 值曲 线 要 素 值 (m)曲 线 主 点 桩 号直线长度及方向备 注N (X)E (Y)半 径缓和曲缓和曲切 线曲 线外 距校正值第一缓和曲线第一缓和曲线终曲线中点第二缓和曲线起第二缓和曲线直线段交点间计算方位角线长度线参数长 度长 度起 点点或圆曲线起点点或圆曲线终点终 点长 (m)距(m)123456789101112131415161718192021编制：复核：纵 坡 、 竖 曲 线 表 205国道莱芜至新泰段高速公路第 1 页 共 1 页序 号桩 号竖 曲 线纵 坡（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）0K0+00024.51.87628866485306.6896981K0+48533.615000178.3103021.059818793K0+306.690K0+663.310-0.50118221151840.1016352K2+600231300096.588062930.358817458K2+503.412K2+696.5880.98478817477.26380.67193713K3+077.26027.7编制：复核：路 基 设 计 表 晋焦高速公路焦作段 第 1 页 共 6 页桩 号平 曲 线纵 坡 及竖 曲 线地 面高 程()设 计高 程()填 挖 高 度()路 基 宽 度 ()以 下 各 点 高 程高 程 之 高 差 ()边 沟坡口、坡脚至中桩 距离() 备 注左 侧中分带右 侧左 侧右 侧左 侧右 侧左右凹凸填挖W1W2W3W0W3W2W1A1A2A3A3A2A1坡度()底宽()沟深()坡度()底宽()沟深()左右K0+00025.7024.501.200.753.508.253.008.253.500.7524.2424.2724.3424.3424.2724.24 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