旅游发展基础设施配套路基工程招标公告（2025）

频道：招标公告｜地区：｜发布时间：2025-04-15 08:46:04

东至县舜城新区尧渡河沿东岸（陶公路--G206段）旅游发展基础设施配套项目初步设计及概算公示

公示时间：4月14日至5月13日
联系人：郑伟？ 18756617756
东至县舜城新区尧渡河沿东岸（陶公路--G206段）旅游发展基础设施配套项目初步设计及概算详见附件

附件：1. 初步设计1.docx
2. 初步设计2.docx
3. 初步设计3.docx
4. 设计概算.docx

设计概算表A.0.2-5总概算表（07样式）建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第1页共4页01表项目节细目工程或费用名称单位数量金额（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6.7746828901114670061.56建设项目路线总长度（主线长度 )101临时工程公路公里6.73142200468985.072.5910101临时道路km6.739075058320.90.321010101临时便道(修建、拆除与维护)km2.45390750159489.80.3210104其他临时工程公路公里6.72751450410664.182.27102路基工程km6.7376194575614844.3331.01LJ02路基挖方m333829322705176.711.87LJ0201挖土方m332218020078736.231.66LJ0202挖石方m31611326264416.30.22LJ03路基填方m37505111319759517.5810.88LJ0301利用土方填筑m322632621809049.641.80LJ0304借石方填筑m35047241101669121.839.08LJ04结构物台背回填m36170.513989222.670.12LJ0403桥涵台背回填m36170.513989222.670.12LJ040301开挖台阶m3430.5520712.10.00LJ040302山渣石回填m36170.513468521.830.11LJ05特殊路基处理km6.789681941338536.427.39LJ0501软土地区路基处理km6.783167091241299.856.86LJ050101挖淤泥m3114472.9217697119.021.79LJ050102排水m3985191237191.260.10LJ050103山渣石回填m3212991.9464900821.833.83LJ050104围堰m323581367011579.731.13LJ0503结构性路段处理km6.765148597236.570.54LJ050301低填浅挖路基处理km6.765148597236.570.54LJ06排水工程km6.73269853488037.762.70LJ0601边沟m3/m1758.69519104081086.261.57LJ060101现浇混凝土边沟m3/m504.78426906845.730.35LJ060102混凝土预制块边沟m3/m1253.91514835021183.11.22LJ0602渗沟m3/m556.989290111667.940.77LJ0603截水沟m3/m114.471242021085.020.10LJ0604急流槽m3/m20.6217334840.640.01LJ0605纵向涵m3/m142.32888982030.20.24LJ07路基防护与加固工程km6.795124451419767.917.84LJ0701一般边坡防护与加固km6.73293045491499.252.71LJ070101草灌混植m287717.94068294.640.34LJ070102拱形护坡m333732886216855.682.38LJ0703冲刷防护km2.1762194002866082.955.13LJ08路基其他工程km6.726096138949.40.22103路面工程km6.7173006222582182.3914.26LM01沥青混凝土路面m251826.516787011323.9113.84编制：复核：表A.0.2-5总概算表（07样式）建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第2页共4页01表项目节细目工程或费用名称单位数量金额（元）技术经济指标各项费用比例(%)备注LM0102路面底基层m263817.2403229663.193.32LM0103路面基层m259154.162109531055.12LM0104透层、黏层、封层m252892.3132446325.041.09LM010401透层m259154.13081965.210.25LM010402黏层m252892.3917301.730.08LM010403封层m259154.15416349.160.45LM010404水泥净浆m2127634.338290330.32LM0105沥青混凝土面层m251826.55219299100.714.30LM010502中粒式沥青混凝土面层m252892.3310478158.72.56LM010504改性沥青混凝土面层m251826.5211451840.81.74LM02土路肩m222032.848243421.90.40LM03起终点与现状路衔接m221031177148.460.03104桥梁涵洞工程km0.222525279623661243.244.3310401涵洞工程m/道277 / 16311480411244.78 / 194675.252.57HD01管涵m/道67 / 42491593718.79 / 62289.750.21HD0101圆管涵 D1. 5m/道67 / 42491593718.79 / 62289.750.21HD02盖板涵m/道210 / 12286564513645.93 / 238803.752.36HD0201盖板涵 1-2x2m/道36 / 22517856994.03 / 125892.50.21HD0202盖板涵 1-4x3m/道149 / 8200782213475.32 / 250977.751.66HD0203盖板涵 1-6x5m/道25 / 160603824241.52 / 6060380.5010402小桥工程m2/座405.36 / 121379925274.3 / 21379921.76QL01基础工程m3174.82834081621.330.23QL0102桩基础m3/m174.82834081621.330.23QL02下部结构m3694.097509441081.910.62QL0201桥台m3664.76964031047.70.57QL0202桥墩m329.39545411855.770.04QL03上部构造m389.663169663535.20.26QL0305预应力混凝土T梁m389.663169663535.20.26QL04桥面铺装m228873382254.80.06QL05桥梁附属结构项16828106828100.56QL0501支座个2812504446.570.01QL0502伸缩缝m9130011444.560.01QL0503护栏与护网m9062978699.760.05QL0505桥头搭板m344.8671191498.190.06QL0506装饰性挂板m38020000025000.16QL0508排水设施m1005000500.00QL0509桥台锥坡及护脚m3243.33222081324.320.27QL06其他工程m330053048210.140.03QL0601挖方m3325.61896958.260.02QL0602填方m3324.41151335.490.01编制：复核：表A.0.2-5总概算表（07样式）建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第3页共4页01表项目节细目工程或费用名称单位数量金额（元）技术经济指标各项费用比例(%)备注107交通工程及沿线设施公路公里6.781362281214362.396.7110701交通安全设施公路公里6.73019591450685.222.49JA01护栏m66002305501349.321.90JA0105钢护栏m66002305501349.321.90JA03标志牌块875026185777.220.41JA0301铝合金标志牌块875026185777.220.41JA04标线m2301818035059.760.15JA0401路面标线m2311813468543.20.11JA0403减速带m/处29045665157.470.04JA05里程牌、百米桩、界碑个142793755.890.01JA0501混凝土里程牌、百米桩、界碑个142793755.890.01JA06轮廓标个28015855.660.00JA0603栏式轮廓标个28015855.660.00JA07道口标柱个108216002000.0210703监控系统公路公里6.71609859240277.461.331070301监控中心、分中心公路公里6.71461989218207.311.21107030101监控中心、分中心设备安装公路公里6.719780729523.430.16107030102监控中心、分中心设备费公路公里6.71264182188683.881.041070303监控系统配电工程公路公里6.714787022070.150.12107030301挖沟槽m324118807.80.00107030302土方回填m3232462919.950.00107030303预埋过路管m30030164100.550.02107030304过路顶PE管m20040490202.450.03107030305电缆线m750920712.280.01107030306手井及基础座354200012000.03107030307井盖个39195005000.0210706供电及照明系统km6.73506778523399.72.891070602照明系统设备与安装公路公里6.73506778523399.72.89107060201场区照明安装公路公里6.72602078388369.852.14107060202场区照明系统设备费公路公里6.7904700135029.850.75108绿化及环境保护工程公路公里6.725200037611.940.2110801主线绿化及环境保护公路公里6.725200037611.940.21LH09隔声窗m23152520008000.21109其他工程公路公里6.76800010149.250.0610901管线工程km6.76800010149.250.06110专项费用元29115872.4011001施工场地建设费元18078991.4911002安全生产费元11036880.91第二部分土地使用及拆迁补偿费公路公里6.7319202064764209.8526.31201土地使用费亩324.852764225385092.3622.79编制：复核：表A.0.2-5总概算表（07样式）建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第4页共4页01表项目节细目工程或费用名称单位数量金额（元）技术经济指标各项费用比例(%)备注20101永久征用土地亩324.852545134278347.9820.982010101土地补偿费亩324.851613688249674.8713.30皖政【2020】32号文201010101征地补偿费及安置补助费（东流镇）亩324.85158526804880013.07201010102青苗补偿费亩2.562356920.310.00201010104耕地占用税亩211.282818461333.990.232010103耕地开垦费亩2.5640960160000.032010104森林植被恢复费亩120.6596520080000.802010105失地农民养老保险费亩211.285155232244004.252010106新增建设用地土地有偿使用费亩295.6315306810666.672.6020102临时用地亩42.68219091151333.431.812010201临时征地使用费亩42.681280400300001.062010202复耕费亩42.6891051121333.430.75202拆迁补偿费公路公里6.73969000592388.063.27203其他补偿费公路公里6.730895346112.390.2520401地方水利建设基金亩260.211301055000.1120402水土保持补偿费亩260.21138848533.60.1120403土地登记费宗140000400000.03第三部分工程建设其他费公路公里6.789351101333598.517.37301建设项目管理费公路公里6.73753080560161.193.0930101建设单位（业主）管理费公路公里6.72031679303235.671.6730102建设项目信息化费公路公里6.723710835389.250.2030103工程监理费公路公里6.71396630208452.241.1530104设计文件审查费公路公里6.7491387334.030.0430105竣（交）工验收试验检测费公路公里6.73852557500.03303建设项目前期工作费公路公里6.72644108394642.992.18304专项评价（估）费公路公里6.71000000149253.730.82306生产准备费公路公里6.71943029000.0230602办公和生活用家具购置费公路公里6.71943029000.02308工程保险费公路公里6.728944343200.450.24309其他相关费用公路公里6.71229049183440.151.0130901水保、环保增加费公路公里6.710050001500000.8330902第三方检测费公路公里6.722404933440.150.18第四部分预备费公路公里6.75776910862225.374.76401基本预备费公路公里6.75776910862225.374.76402价差预备费公路公里6.7第一至四部分合计公路公里6.712131511618106733.73100.00建设期贷款利息公路公里6.7公路基本造价公路公里6.712131511618106733.73100.00编制：复核：表A.0.2-6人工、主要材料、施工机械台班数量汇总表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第1页共6页02表代号规格名称单位单价(元)总数量分项统计场外运输损耗临时工程路基工程路面工程桥梁涵洞工程交通工程及沿线设施辅助生产%数量1001001人工工日105.5668769.9375004.6645864.1592118.8449748.6576033.6181051001机械工工日105.5621870.981385.8519124.6871119.862773.987466.5952001001HPB300钢筋t347684.7090.16658.75323.0042.7862001002HRB400钢筋t3475.8586.4848.85371.6335.9982001008钢绞线（普通，无松弛）t4786.324.1234.1232001019钢丝绳（股丝6-7×19，绳径7. 1～9mm；股丝6×37，绳径14. 1～15. 5mm）t5970.091.7250.0020.6391.08420010218～12号铁丝（镀锌铁丝）kg5.61483.238282.210.27266.9133.857200102220～22号铁丝（镀锌铁丝）kg5.611257.995959.033256.20542.7572003004型钢（工字钢,角钢）t3343.67.5931.2655.5580.0070.6910.0722003005钢板（Q235，δ=5～40mm）t3277.337.2883.351.622.3182003008钢管（无缝钢管）t3410.32.5560.0082.5482003009镀锌钢管（外径15mm～20mm，壁厚 2 . 7mm～4 . 5mm）t4642.728.61228.6122003012镀锌钢板(δ=1mm，δ=1 . 5mm，δ=3mm）t4538.461.6461.6462003015钢管立柱t5128.21108.274108.2742003017波形钢板（镀锌(包括端头板、撑架)t5299.15136.853136.8532003022钢护筒t4273.510.1610.162003025钢模板（各类定型大块钢模板）t5384.6215.9373.70712.232003026组合钢模板t4700.853.7830.5582.7370.0110.3420.1362003044铁皮（26号镀锌铁皮）m222.912.232.232009003空心钢钎（优质碳素工具钢）kg6.84170.564164.1416.4232009004Φ50mm以内合金钻头(Φ43mm）个31.88312.308303.7088.62009011电焊条（结422(502、506、507)3. 2/4. 0/5. 0）kg5.731201.603127.226603.481470.8962009012钢筋连接套筒(φ16mm~φ40mm）个5.983.9143.9142009013螺栓（混合规格）kg7.358569.94.5881237.8697327.4432009014镀锌螺栓（混合规格）kg11.881050.5211050.5212009015膨胀螺栓（混合规格）套4.791747.311747.312009028铁件（铁件）kg4.534139.8871090.981339.075.041638.33766.462009029镀锌铁件kg5.7314387.5814387.582009030铁钉（混合规格）kg4.7365.84323.991341.8532009033铸铁管kg3.4257.74157.7412009034U形锚钉kg4.271877.70943.6751834.0343001001石油沥青t3829.61629.23711.417617.2370.5843001002改性沥青（SBS、SBR、SR复合）t4427.380.6190.6193001005乳化沥青（阳离子类乳化沥青、阳离子类乳化改性沥青、阴离子类乳化改性沥青）t3000199.13199.1060.0243003001重油kg3.5989697.49124.87588972.722599.893编制：复核：表A.0.2-6人工、主要材料、施工机械台班数量汇总表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第2页共6页02表代号规格名称单位单价(元)总数量分项统计场外运输损耗临时工程路基工程路面工程桥梁涵洞工程交通工程及沿线设施辅助生产%数量3003002汽油（92号）kg8.9822198.98216618.196372.0381592.3523616.3973003003柴油（0号,－10号,－20号）kg7.771180702.5759185.2581095972.41459303.51311417.8984823.4923005002电kW·h1.16176307.136865.57468179.79455608.01146072.8065580.9523005004水m32.7231930.98248417374.8794527.5096196.3881348.2044003001原木（混合规格）m31283.190.3860.140.0040.2290.0144003002锯材（中板δ=19～35mm,中方混合规格）m31504.4260.9560.0617.6990.02943.1510.0174003003枕木（硬）m31442.481.5180.0181.54013001草籽kg70.81130.432903.494226.9384013002草皮m23.1103.419103.4195001016PVC阻燃塑料管m5.988997.8428997.8425001031塑料打孔波纹管(Φ100mm)m15.382039.442039.445001036塑料波纹管SBG- 60Ym5.13495.5495.55001052塑料编织袋（袋装砂井用）个1.452240102240105003003压浆料t1709.41.3871.3875005002硝铵炸药（1号、2号岩石硝铵炸药）kg11.972363.7052297.0366.6755005008非电毫秒雷管（导爆管长3～7m）个3.162721.3552635.35785.9985005009导爆索（爆速6000～7000m/s）m2.051444.6621405.96338.6995007001土工布（宽4～5m）m24.273968.9573968.9575007003土工格栅（宽6m,聚乙烯单向、双向拉伸、聚丙烯双向、玻璃纤维）m28.2916660.7891475.52115185.2685009002油漆kg15.3816.41116.4115009005桥面防水涂料（聚合物渗透水性桥面防水涂料）kg10.26479.232479.2325009008热熔涂料kg4.114154.4214154.425009012油毛毡（400g,0. 915m×21. 95m）m23.42358.633358.6335501003黏土（堆方）m311.65155.558155.5585501007种植土m311.657836.26263.0581573.1425503004砂（路面用堆方）m318565.1825.54739.6335503005中（粗）砂（混凝土、砂浆用堆方）m32119798.3521149.85571.16616.8842451.181609.3225503006路面用机制砂m32152.1352.1355503007砂砾（堆方）m31957301.566912.302389.2585503008天然砂砾m318.45119.392119.3925503009天然级配（堆方）m360.192923.832923.835503013矿粉（粒经＜0. 0074cm,重量比＞70%）t155.34533.562532.8990.6635503015路面用石屑m3106.82253.3372253.3375505005片石（码方）m363.111832.141130.4319.775681.9355505008大卵石（粒径＞8cm码方）m364.088.128.125505012碎石（2cm）（最大粒径2cm堆方）m31502145.812044.25399.4772.0795505013碎石（4cm）（最大粒径4cm堆方）m315010591.971342.157316.51730.4922762.248140.564编制：复核：表A.0.2-6人工、主要材料、施工机械台班数量汇总表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第3页共6页02表代号规格名称单位单价(元)总数量分项统计场外运输损耗临时工程路基工程路面工程桥梁涵洞工程交通工程及沿线设施辅助生产%数量5505015碎石（8cm）（最大粒径8cm堆方）m31501732.0472.474930.651798.9225505016碎石（未筛分碎石统料堆方）m315049827.0252404.92347422.1025505017路面用碎石（1. 5cm）（最大粒经1. 5cm堆方 )m31654467.2514465.1822.0685505018路面用碎石（2. 5cm）（最大粒经2. 5cm堆方 )m31651356.3471354.9741.3735505024玄武岩碎石（堆方）m3354.12.2312.2315505025块石（码方）m3132.921402.7981385.5517.2485505029粗料石（实方）m3190.580.5870.5875507003青（红）砖（240mm×115mm×53mm）千块391.26120.67120.480.19550900132. 5级水泥t3018416.065357.7373414.6373013.5081298.06332.123550900242. 5级水泥t367.5250.91850.9185511002钢筋混凝土电杆(7m)根264.12012016001002四氟板式橡胶组合支座（GJZF4系列、 GYZF4系列）dm359.8356.756.76001003板式橡胶支座（GJZ系列、GYZ系列）dm347.0154.654.66005008钢绞线群锚(6孔)（包括夹片、锚垫板和螺旋筋）套123.0843.33443.3346005009钢绞线群锚(7孔)（包括夹片、锚垫板和螺旋筋）套143.5932.50532.5056007002铝合金标志（包括板面、垫板及其他金属附件）t16666.673.5583.5586007003反光玻璃珠（JT/T280-- 1995 1、2号(A类)kg3.332888.2262888.2266007004反光膜m2170.94504.835504.8356007013橡胶减速带m68.382902907001004电线（6～25mm2BLX铝芯500V）m1.9712521.512521.57001005裸铝（铜）线（35mm2钢芯铝绞成）m3.42499.888499.8887001009120/20 聚乙烯绝缘电力电缆（规格120/20）m14.0221105211057801001其他材料费元1290780.4411519.5120880.6344842.70625453.29488084.3097901001设备摊销费元1298138.498275510.112953.9919674.4066003001001模数式伸缩装置40型m940.17997001001003VV- 1kv 5x25m84.498464.818464.817001001006BVV-0. 4/0. 75kv 5x2. 5（35mm2三芯铅芯连地 )m3.53338.053338.057001001003001VV- 1kv 5x50m167.4620202020SLGPE管 DN100 厚8m562002008001002功率75kW以内履带式推土机（TY100）台班900.9155.64245.1781.688.7848001003功率90kW以内履带式推土机（T120A）台班1066.93129.354129.3548001004功率105kW以内履带式推土机（T140- 1带松土器）台班1203.721136.4191136.419编制：复核：表A.0.2-6人工、主要材料、施工机械台班数量汇总表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第4页共6页02表代号规格名称单位单价(元)总数量分项统计场外运输损耗临时工程路基工程路面工程桥梁涵洞工程交通工程及沿线设施辅助生产%数量8001025斗容量0 . 6m3履带式单斗挖掘机（WY60液压 )台班843.3751.92821.1230.8088001027斗容量1 . 0m3履带式单斗挖掘机（WY100液压）台班1218.29435.461434.9970.4648001030斗容量2 . 0m3履带式单斗挖掘机（WY200A液压）台班1530.131638.3831627.54210.3360.5068001035斗容量1 . 0m3履带式单斗挖掘机（WK100机械）台班1072.11.7971.7978001045斗容量1 . 0m3轮胎式装载机（ZL20）台班601.213.8310.42913.4018001047斗容量2 . 0m3轮胎式装载机（ZL40）台班1016.4831.9844.2527.7348001049斗容量3 . 0m3轮胎式装载机（ZL50）台班1288.3993.16325.94267.1170.0930.018001058功率120kW以内平地机（F155）台班1215.49353.714341.30811.5770.4830.3468001060功率150kW以内平地机（F205）台班1504.4352.81652.8168001078机械自身质量6～8t光轮压路机（2Y-6/8）台班366.633.5283.5288001079机械自身质量8～10t光轮压路机（2Y-8/10）台班403.4215.27310.654.6238001080机械自身质量10～12t光轮压路机（3Y- 10/12）台班523.1665.43642.78421.9890.6578001081机械自身质量12～15t光轮压路机（3Y- 12/15）台班599.5731.72715.5821.50914.570.0668001085机械自身质量0. 6t手扶式振动碾（YZS06B）台班164.9410.58410.5848001089机械自身质量15t以内振动压路机（CA25PD）台班1101.121476.6831475.8690.8148001090机械自身质量20t以内振动压路机（YZ18A,YZJ19A）台班1499.8972.66472.6648003012生产能力400t/h以内稳定土厂拌设备（WBC- 400）台班1733.9231.69331.6938003031容量4000L以内液态沥青运输车（LYZ- 4000）台班424.2520.70420.7048003038容量4000L以内沥青洒布车（LS-3500）台班611.150.0170.0178003040容量8000L以内沥青洒布车（LS-7500）台班850.35.25.1990.0018003052生产能力240t/h以内沥青混合料拌和设备（LB3000）台班47969.238.6048.6048003053生产能力320t/h以内沥青混合料拌和设备（H40000）台班63424.050.0070.0078003060最大摊铺宽度12. 5m以内沥青混合料摊铺机 (带自动找平)（S2000）台班3843.2210.31210.3040.0088003062摊铺宽度2. 5～3. 5m稀浆封层机（RF80 47kW）台班2996.619.52119.5218003065机械自身质量15t以内双钢轮振动压路机（YZC- 15）台班1665.1728.87828.8450.0338003067机械自身质量16～20t轮胎式压路机（YL20）台班778.7959.17559.1650.0118003068机械自身质量20～25t轮胎式压路机（YL27）台班969.6513.86113.840.021编制：复核：表A.0.2-6人工、主要材料、施工机械台班数量汇总表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第5页共6页02表代号规格名称单位单价(元)总数量分项统计场外运输损耗临时工程路基工程路面工程桥梁涵洞工程交通工程及沿线设施辅助生产%数量8003070热熔标线设备(含热熔釜标线车BJ-130、油涂抹器动力等)台班822.814.48614.4868003074标线清除机台班460.061.841.848003094铣刨宽度2000mm以内路面铣刨机（LX200）台班4475.950.0430.0438005002出料容量250L以内强制式混凝土搅拌机（JD250）台班193.94371.45615.97346.3489.0580.088005010出料容量400L以内灰浆搅拌机（UJ325）台班143.746.8920.2516.648005031容量6m3以内混凝土搅拌运输车（MR45）台班1331.4946.8961.97844.9188005032容量8m3以内混凝土搅拌运输车台班1705.369.4219.4218005051排量60m3/h以内混凝土输送泵（BSA1406,HBT60）台班1374.841.2911.2918005061生产能力90m3/h以内混凝土搅拌站（HZS90）台班2311.589.0250.2998.7268005079智能张拉系统（LX-MSP型）台班657.324.5694.5698005084智能压浆系统（HJZJ-2型）台班726.450.1590.1598007001装载质量2t以内载货汽车台班355.4533.85833.8588007003装载质量4t以内载货汽车（CA10B）台班493.33552.93472.41421.42859.0878007005装载质量6t以内载货汽车（CA141K, CA1091K）台班505.1141.656.02735.6238007007装载质量10t以内载货汽车（JN161,JN162）台班684.351.0321.0328007012装载质量5t以内自卸汽车（CA340）台班602.848.8748.8670.0088007014装载质量8t以内自卸汽车（QD351）台班696.420.0480.0488007017装载质量15t以内自卸汽车（SH361, T815）台班949.47271.598255.6913.5512.3578007019装载质量20t以内自卸汽车（BJ374）台班1146.440.1990.1998007020装载质量30t以内自卸汽车台班1386.677259.6237216.93542.6888007024装载质量20t以内平板拖车组台班964.7919.49516.542.9558007026装载质量40t以内平板拖车组台班1428.554.454.458007041容量6000L以内洒水汽车（YGJ5102GSSEQ）台班721.350.0130.0138007043容量10000L以内洒水汽车（YGJ5170GSSJN）台班1122.3837.14237.140.0038007046装载质量1. 0t以内机动翻斗车（F10A）台班215.0510.4881.6928.7968009020提升质量20t以内轮胎式起重机（QLY16A）台班1149.10.3020.3028009025提升质量5t以内汽车式起重机（QY5）台班654.1857.55716.28333.2817.9938009026提升质量8t以内汽车式起重机（QY8）台班722.0719.18618.0821.1048009027提升质量12t以内汽车式起重机（QY12）台班858.1356.3349.210.3646.7648009028提升质量16t以内汽车式起重机（QY16）台班1035.652.332.338009029提升质量20t以内汽车式起重机（QY20）台班1221.930.5740.5748009030提升质量25t以内汽车式起重机（QY25）台班1370.2392.4820.3392.1538009031提升质量30t以内汽车式起重机（QY30）台班1468.548.38.38009032提升质量40t以内汽车式起重机（QY40）台班2242.6931.1631.168009034提升质量75t以内汽车式起重机（QY75）台班3505.4728.8128.81编制：复核：表A.0.2-6人工、主要材料、施工机械台班数量汇总表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第6页共6页02表代号规格名称单位单价(元)总数量分项统计场外运输损耗临时工程路基工程路面工程桥梁涵洞工程交通工程及沿线设施辅助生产%数量8009046最大作业高度10m以内高空作业车（QYJ5040JGKZ10）台班521.120.20.28009047最大作业高度15m以内高空作业车（QYJ5060JGKZ15）台班707.6455.0855.088009080牵引力30kN以内单筒慢动电动卷扬机（JJ M- 3）台班164.611.30511.3058009081牵引力50kN以内单筒慢动电动卷扬机（JJ M- 5）台班188.5224.65124.6518009083牵引力100kN以内单筒慢动电动卷扬机（JJM- 10）台班292.110.3020.3028009122提升质量4t以内内燃叉车（CPC40A）台班486.254.44.48009151提升质量200kg以内液压千斤顶台班6.652.552.58009153提升质量300kg以内液压升降机（提升高度 9m）台班134.848.888.888011012激振力300kN以内振动打拔桩锤（DZ30）台班596.592.3372.3378011035钻孔直径1500mm以内回旋钻机（GPS- 15,ZJ150-1）台班1520.8842.15442.1548011056泥浆分离器（ZX-200）台班444.971.0681.0688011057容量100～150L泥浆搅拌机台班127.035.345.348013003出水口直径150mm以内电动单级离心清水泵（IS200-150）台班190.55318.216318.2168015006数控钢筋弯箍机台班811.430.3620.1610.2018015007数控立式钢筋弯曲中心台班947.410.9372.0928.8458015008全自动钢筋笼滚焊机台班1082.950.2320.2328015009d≤45mm钢筋挤压连接机台班41.740.0660.0668015028容量32kV ·A以内交流电弧焊机（BX1- 330）台班210.05179.1614.89599.20665.0588015029容量42kV ·A以内交流电弧焊机（BX2- 500）台班269.450.8120.8128015048容量100kV ·A以内交流对焊机（UN1- 100）台班458.180.8040.8048017047排气量3m3/min以内机动空气压缩机（CV- 3/8-1）台班305.4221.12316.7694.3538017049排气量9m3/min以内机动空气压缩机（VY- 9/7）台班739.0174.76474.7648019002功率88kW以内内燃拖轮台班1085.689.229.228019003功率147kW以内内燃拖轮台班1645.360.8130.8138019021装载质量100t以内工程驳船台班133.8194.92694.9268019023装载质量200t以内工程驳船台班219.933.6583.6588021001光纤测试仪台班283.976.756.758021007网络分析仪（10MHz～110GHz）台班165.164.564.568025004功率90kW以内工程修理车（EQ- 141）台班744.830.840.848099001小型机具使用费元125372.8581689.325674.87856.7075638.14212313.81编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第1页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价123456789101112131415161718191101临时工程公路公里6.72156434.28528291.911550411.33293259.492371962.7333028.7591700.98216797.45169262.37259447.713142200468985.07210101临时道路km6.7293593.0962276.18176731.755168.49294176.363838.998972.2128763.3522735.232263.7539075058320.8731010101临时便道(修建、拆除与维护)km2.45293593.0962276.18176731.755168.49294176.363838.998972.2128763.3522735.232263.75390750159489.7347～1～1~ 2汽车便道路基宽 7m(山岭重丘区)1km2.4569845.7522086.3248515.4770601.791430.442134.4912657.85447.078304.4410057641051.4457～1～1~ 5汽车便道天然砂砾路面(压实厚度15cm)路面宽6m1km2.45223747.3440189.86176731.76653.02223574.582408.556837.7216105.5417288.1323959.31290174118438.29610104其他临时工程公路公里6.71862841.19466015.731373679.632380912077786.3729189.7682728.78188034.11146527.17227183.962751450410664.277～1～5~ 1架设输电线路100m67660897.2233240.84626716.49659957.348261.0129350.4512664.7651829.3468585.6683064912397.7484～6～1~ 11生产能力90m3/h以内混凝土搅拌站(楼 )安、拆1座1243954.34131094.96106788.3124933.48262816.754443.6210834.0151726.0419235.0131414.99380470380470.4292～1～8~ 5基层稳定土厂拌设备安装、拆除(生产能力400t/h以内)1座1285478.0183508.52173951.7283694.54341154.785043.5312678.0835208.7622497.4137492.43454075454074.99102～2～13 ~5生产能力240t/h以内沥青混合料拌和设备安装、拆除1座1672511.63218171.41466223.11129462.98813857.511441.629866.2488434.5452965.4189690.8810862561086256.1711102路基工程km6.725873455.64841420.536432448.4817424842.5628698711.57368956.66817404.912613744.762007838.443105599.07376194555614844.0912LJ02路基挖方m33382931731210.32157680.9645033.91560245.061762959.9222548.8545749.39118259.69133523.54187473.7322705156.7113LJ0201挖土方m33221801538720.46100701.21467667.591568368.7920336.2239275.9695507.06118596.28165787.5920078726.23141～1～8~ 7斗容量2. 0m3以内挖掘机挖装松土1000m3天然密实方111.967225431.0631911.94197022.68228934.623449.17511.3622515.6517540.2525195.593051472725.33151～1～8~ 8斗容量2. 0m3以内挖掘机挖装普通土1000m3天然密实方210.213482665.7268789.26421365.72490154.987384.7916082.4248359.2937555.0653958.296534953108.73161～1～10 ~13装载质量30t以内自卸汽车运土5km1000m3天然密实方111.967830623.69849279.2849279.29502.3415682.1824632.1263500.9786633.7110492319370.8917LJ0202挖石方m316113192489.8656979.7645033.992577.47194591.132212.646473.4322752.6314927.2521686.1426264316.3181～1～15 ~1机械打眼开炸软石1000m3天然密实方16.113160067.956979.7645033.959154.15161167.811772.675383.0821709.291240818219.6822066113694.56191～1～9~ 6斗容量3m3以内装载机装软石1000m3天然密实方16.11332421.9733423.3233423.32439.971090.351043.342519.263466.46419832605.5220LJ03路基填方m375051110120855.5497711.839827678.2610325390.09126638.76256675.79619771.35779409.421089709.691319759517.5821LJ0301利用土方填筑m32263261673003.5150171.041658214.291708385.3322149.1642846.598488.62128959.54180074.6221809049.64221～1～10 ~13装载质量30t以内自卸汽车运土第一个 1km1000m3天然密实方226.326893211.65913272.87913272.8710218.3416863.8426488.1668285.893161.6111282914985.25231～1～20 ~10自身质量10～12t光轮压路机碾压三、四级公路填土方路基1000m3压实方226.326779791.8650171.04744941.41795112.4611930.8225982.6772000.4660673.7486913.0110526134650.8724LJ0304借石方填筑m35047248447852.07447540.798169463.988617004.77104489.6213829.29521282.73650449.89909635.071101669121.83251～1～8~ 13斗容量2. 0m3以内挖掘机装软石1000m3天然密实方504.7241409868.06181147.461251115.21432262.6619131.9147413.86134786.5109549.91156883.0419000283764.49261～1～10 ~27装载质量30t以内自卸汽车运石5km1000m3天然密实方504.7244764201.684871203.984871203.9854502.4789948.13141282.23364222496904.29601806311923.47编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第2页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价12345678910111213141516171819271～1～20 ~18自身质量15t以内振动压路机碾压三、四级公路填石方路基1000m3压实方504.7242273782.33266393.332047144.82313538.1230855.2376467.3245213.99176677.98255847.7430986006139.228LJ04结构物台背回填m36170.5107339.575594.11103898.64109492.741327.232703.346554.228263.6711550.7113989222.6729LJ0403桥涵台背回填m36170.5107339.575594.11103898.64109492.741327.232703.346554.228263.6711550.7113989222.6730LJ040301开挖台阶m3430.54060.41122.74022.914145.6149.889.18181.28311.59429.97520712.1311～1～8~ 7斗容量2. 0m3以内挖掘机挖装松土1000m3天然密实方0.4305866.76122.7757.53880.2313.2628.8886.5767.4496.8711732725.32321～1～10 ~13装载质量30t以内自卸汽车运土5km1000m3天然密实方0.43053193.653265.383265.3836.5460.394.71244.15333.140349370.8933LJ040302山渣石回填m36170.5103279.165471.4199875.73105347.141277.442614.176372.947952.0711120.7413468421.83341～1～8~ 13斗容量2. 0m3以内挖掘机装软石1000m3天然密实方6.170517236.332214.6215295.517510.12233.9579.661647.831339.31917.97232293764.49351～1～10 ~27装载质量30t以内自卸汽车运石5km1000m3天然密实方6.170558244.7259552.8759552.87666.321099.661727.254452.796074.97357411923.47361～1～20 ~18自身质量15t以内振动压路机碾压三、四级公路填石方路基1000m3压实方6.170527798.113256.7925027.3628284.15377.22934.852997.862159.983127.87378826139.237LJ05特殊路基处理km6.76654689.8882307.95459334.655502550.646844193.2398163.58197596.33572024.83515723.37740493.1289681941338536.4938LJ0501软土地区路基处理km6.76204482.43863630.99324814.55131203.496319648.9992853.72186259.9550163.4481082.83686700.883167101241299.9539LJ050101挖淤泥m3114472.91668449.1178544.441623079.921701624.3521921.5142103.82103021.75128549.6179749.89217697119.02401～1～4~ 5挖掘机挖装淤泥、流沙1000m3114.4729734314.1278544.44667964.59746509.0211235.0124467.3575320.0157135.2282319.999969878709.37411～1～10 ~13装载质量30t以内自卸汽车运土5km1000m3天然密实方114.4729934134.99955115.33955115.3310686.517636.4727701.7471414.3897429.9117998410307.9842LJ050102排水m39851977371.793119960636.1391835.131183.792578.0311886.826020.1110215.351237191.26431～1～4~ 6抽水机抽水(挖淤泥、湿土、流沙)1000m398.51977371.793119960636.1391835.131183.792578.0311886.826020.1110215.351237191255.7944LJ050103山渣石回填m3212991.93564966.33188860.773447487.453636348.2244094.2890235.27219979.63274487.75383863.06464900821.83451～1～8~ 13斗容量2. 0m3以内挖掘机装软石1000m3天然密实方212.9919594959.7776443.65527966.58604410.228073.6120008.556879.4746229.7166204.148018063764.49461～1～10 ~27装载质量30t以内自卸汽车运石5km1000m3天然密实方212.99192010477.742055632.372055632.3722999.8737957.8259620.65153700.51209692.01253960311923.47471～1～20 ~18自身质量15t以内振动压路机碾压三、四级公路填石方路基1000m3压实方212.9919959528.81112417.13863888.5976305.6313020.8132268.95103479.5174557.54107966.9213075996139.248LJ050104围堰m32358893695.21565026.79324814.5889841.2925654.1551342.79215275.2172025.36112872.491367011579.73494～2～1~ 4编织袋围堰高2. 0m10m围堰235.8893695.21565026.79324814.5889841.2925654.1551342.79215275.2172025.36112872.4913670115797.3350LJ0503结构性路段处理km6.7450207.3718676.95134520.15371347.14524544.255309.8611336.4321861.4334640.5453792.3365148597236.5451LJ050301低填浅挖路基处理km6.7450207.3718676.95134520.15371347.14524544.255309.8611336.4321861.4334640.5453792.3365148597236.5452LJ05030101反挖土方m31479133961.314840.1529648.1234488.27519.611131.593402.662642.453796.61459813.11531～1～8~ 8斗容量2. 0m3以内挖掘机挖装普通土1000m3天然密实方14.79133961.314840.1529648.1234488.27519.611131.593402.662642.453796.61459813108.73编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第3页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价1234567891011121314151617181954LJ05030102余方弃置m314791109726.57112190.99112190.991255.272071.643253.948388.5711444.441386059.37551～1～10 ~13装载质量30t以内自卸汽车运土5km1000m3天然密实方14.791109726.57112190.99112190.991255.272071.643253.948388.5711444.441386059370.8956LJ05030103山渣石回填m314048235129.3512456.42227380.97239837.382908.265951.5214508.8818103.9925317.930662821.83571～1～8~ 13斗容量2. 0m3以内挖掘机装软石1000m3天然密实方14.04839240.915041.8834822.3339864.21532.51319.673751.523049.114366.53528843764.49581～1～10 ~27装载质量30t以内自卸汽车运石5km1000m3天然密实方14.048132602.19135580.38135580.381516.972503.533932.3110137.413830.3516750111923.47591～1～20 ~18自身质量15t以内振动压路机碾压三、四级公路填石方路基1000m3压实方14.04863286.267414.5356978.2564392.78858.792128.326825.054917.487121.02862436139.260LJ05030104碎石回填m374371390.141380.39134520.152127.07138027.61626.722181.68695.965505.5313233.38160271215.71611～2～8~ 4地基碎石垫层1000m30.74371390.141380.39134520.152127.07138027.61626.722181.68695.965505.5313233.38160271215707.7762LJ06排水工程km6.71890727.14764668.911498801.98166242.942429713.8330542.4580940.96303497.22148564.02269393.263269852488037.5763LJ0601边沟m3/m1758.6951134672.92529194.85794124.8363573.931386893.6118986.7249562.06207946.1189279.05157740.0819104081086.2664LJ060101现浇混凝土边沟m3/m504.78225532.2283123.94240491.014346.09327961.033557.6310015.8932380.7717741.6535249.13426906845.73651～3～4~ 2现浇混凝土边沟、排水沟10m350.478225532.2283123.94240491.014346.09327961.033557.6310015.8932380.7717741.6535249.134269068457.2766LJ060102混凝土预制块边沟m3/m1253.915909140.7446070.91553633.8359227.851058932.5815429.0939546.18175565.3471537.4122490.9514835021183.1671～3～4~ 5混凝土预制水沟盖板10m3125.3915844292.31439446.05496053.0255932.28991431.3514932.0137495.02172724.1466536.58115480.72139860011153.86684～5～1~ 30集中加工预制混凝土板钢筋1t钢筋16.092164848.396624.8657580.813295.5667501.24497.082051.152841.25000.837010.24849025275.9969LJ0602渗沟m3/m556.98515046.05122053.9523248.581731.71727034.117372.2920728.3250260.9440301.4876112.749290101667.94701～1～8~ 7斗容量2. 0m3以内挖掘机挖装松土1000m3天然密实方6.104212290.021739.7710741.2512481.02188.04409.51227.51956.261373.61166362725.33711～1～10 ~13装载质量30t以内自卸汽车运土5km1000m3天然密实方6.104245283.8246300.8846300.88518.05854.961342.893461.944723.08572029370.89721～3～4~ 2现浇混凝土边沟、排水沟10m347.256211136.5577818.16225140.524068.68307027.353330.559376.5730313.9116609.232999.183996578457.27731～2～5~ 1土工布处理地基1000m2处理面积3.657628695.0710810.717810.6428621.33368.6876.924118.882221.593258.663946610790.07741～3～1~ 3回填路基盲沟碎石100m313.7102147533.3623155.98226218.310217.22259591.52094.116551.969555.7911588.5126044.3731542623006.68751～3～1~ 1安装路基盲沟100m19.2441371.74468.1436873.0841341.22540.381837.321702.363246.214380.07530482757.15761～2～8~ 1地基砂垫层1000m30.02012024.2118.674726.2121.594766.4817.0561.868.84156.05450.935461271701.49771～2～5~ 2土工格栅处理地基1000m2处理面积1.34816104.383600.0612479.7616079.82176.32492.151371.621244.551742.82110715658.278位移边桩个44000100079沉降板个43200800801～1～8~ 8斗容量2. 0m3以内挖掘机挖装普通土1000m3天然密实方0.8061850.64263.751615.61879.3628.3161.66185.42143.99206.8925063108.72811～1～10 ~13装载质量30t以内自卸汽车运土5km1000m3天然密实方0.8065979.296113.586113.5868.4112.89177.32457.12623.6475539370.89编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第4页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价12345678910111213141516171819821～1～20 ~10自身质量10～12t光轮压路机碾压三、四级公路填土方路基1000m3压实方0.8062777.02178.672652.912831.5842.4992.53256.41216.07309.5237494650.8783LJ0603截水沟m3/m114.4768186.8132392.7455870.933416.1291679.791165.83028.1812702.655370.6610255.241242021085.02841～3～4~ 4现浇混凝土截水沟10m35.95629484.6312511.4428378.99663.541553.93482.041309.414865.072320.694547.8550799247.64851～3～4~ 3混凝土预制块截水沟10m35.49138702.1819881.3127491.942752.6250125.87683.761718.767837.583049.975707.446912312588.4986LJ0604急流槽m3/m20.629658.574157.48549.85229.7112936.95158.6428.941617.97760.261431.2417334840.64871～3～4~ 7现浇混凝土急流槽10m32.0629658.574157.48549.85229.7112936.95158.6428.941617.97760.261431.24173348406.3888LJ0605纵向涵m3/m142.3163162.876870.02117007.8617291.48211169.362859.047193.4630969.5512852.5823853.962888982030.2894～1～1~ 5起重机安装钢筋混凝土圆管涵洞身(普通钢筋，管径 1～2m)10m3实体11.1132148010.1473553.96105994.3912845.06192393.412614.286573.1329503.4811664.0621847.3526459623809.14904～1～1~ 7钢筋混凝土圆管涵基础混凝土10m3实体2.156821.221452.517676.36188.869317.7397.85302.93575.89535.87974.72118055490.69914～1～2~ 4涵洞混凝土洞口八字式10m3实体0.974682.221863.563337.11483.475684.1379207.94738.49368.71637.0577157953.94924～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m31.42331051.691139.891139.8938.260.4272.1385.35125.6415221069.06934～6～1~ 24容量6m3以内混凝土搅拌运输车运输混凝土3km100m31.42332597.522634.22634.229.7249.0479.57198.58269.232602290.6494LJ07路基防护与加固工程km6.75202617.552399644.714424493.73237271.537061409.9787244.02228207.45940712.24409440.72785431.395124461419768.0195LJ0701一般边坡防护与加固km6.71781781682275.351795028.8634554.852511859.0527584.3876288.1265495.68139915.49271902.843293046491499.3396LJ070101草灌混植m287717.9289005.39127781.12160352.71288133.833946.789993.9448684.6122478.633591.44068294.64971～4～2~ 5植草护坡，人工撒草籽1000m287.7179289005.39127781.12160352.71288133.833946.789993.9448684.6122478.633591.44068294637.9398LJ070102拱形护坡m333731492775.61554494.221634676.1534554.852223725.2223637.666294.16216811.07117436.89238311.452886216855.68991～4～3~ 2预制、铺砌混凝土预制块护坡10m332.91223302.1114293.93166473.6315073.83295841.383932.699916.8545054.8817596.6533510.8240585312332.221001～4～3~ 5满铺式现浇混凝土护坡10m3304.391269473.51440200.31468202.5219481.021927883.8419704.9156377.32171756.1999840.24204800.6324803638148.64101LJ0703冲刷防护km2.173420836.551717369.362629464.88202716.684549550.9259659.64151919.35675216.56269525.23513528.4562194002866083.021021～4～3~ 1预制、铺砌混凝土席块护坡10m3430.233052159.991589527.762203074.05197059.063989660.8753937135546.43625335.66240529.94454050.89549906112781.681031～4～3~ 5满铺式现浇混凝土护坡10m388.4368676.56127841.61426390.835657.62559890.055722.6416372.9349880.928995.2959477.567203398148.64104LJ08路基其他工程km6.7166015.67133812.084784.2226955.49165551.782491.775531.6452925.2312913.721547.2726096138949.461051～1～22 ~6山岭重丘区三、四级公路路基零星工程1km6.7166015.67133812.084784.2226955.49165551.782491.775531.6452925.2312913.721547.2726096138949.46106103路面工程km6.710670425.1223665.1512519077.11389413.8214132156.07104366.69325598.06130255.42823648.931396442.27173006202582182.14107LM01沥青混凝土路面m251826.510296590.7132882.5312331858.611288121.3413752862.4899146.59311896.0291227.8794506.41354467.5416787010323.91编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第5页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价12345678910111213141516171819108LM0102路面底基层m263817.22004712.6133682.723184430.42224133.86344224718783.8460364.5923335.73154622.49332941.83403229563.191092～1～7~ 5生产能力400t/h以内厂拌水泥碎石稳定土基层(水泥剂量3%)压实厚度20cm1000m263.81721802920.4314146.743165221.44574863236854.1915583.5455097.258033.53139021.21310913.08376550359004.511102～1～7~ 60功率150kW以内平地机铺筑底基层1000m263.8172124786.2819535.9819208.9887756.65126501.62319.353813.4711960.469714.213887.821681972635.61112～1～7~ 73装载质量15t以内自卸汽车运稳定土3km1000m312.763477005.978891.2178891.21880.951453.873341.735887.088140.94985967724.86112LM0103路面基层m259154.13206987.642086.634880996.1367286.045290368.7630092.7296671.6133624.02247364.39512830.9462109521051132～1～7~ 5生产能力400t/h以内厂拌水泥碎石稳定土基层(水泥剂量5%)压实厚度32cm1000m259.15412889610.520606.214862289.6883884.994966780.8824855.3688306.511728.87222805.71478302.96579278097926.941142～1～7~ 59功率150kW以内平地机铺筑基层(压实厚度36cm，分2层 )(采用供水)1000m259.1541203170.2321480.4218706.42166398.11206584.943930.846208.8816939.0615827.622454.222719464597.241152～1～7~ 73装载质量15t以内自卸汽车运稳定土3km1000m318.9293114206.86117002.94117002.941306.532156.234956.18731.0912073.761462277724.88116LM0104透层、黏层、封层m252892.3813735.0932470.4631641.8688298.57752410.838132.124867.7415577.9462827.7377743.47132446325.04117LM010401透层m259154.1277730.49246850.063520.91250370.972314.318487.44166.5421409.0925447.353081965.211182～2～14 ~2乳化沥青粒料基层透层1000m259.1541277730.49246850.063520.91250370.972314.318487.44166.5421409.0925447.353081965210.05119LM010402黏层m252892.382688.7973626.08899.4974525.57687.242526.9742.5563747574.07917301.731202～2～14 ~6乳化沥青沥青层黏层1000m252.892382688.7973626.08899.4974525.57687.242526.9742.5563747574.07917301734.29121LM010403封层m259154.1453315.8132470.4311165.7283878.18427514.295130.5513853.3315368.8635044.6444722.055416349.161222～2～14 ~17乳化沥青稀浆封层 MS- 3型1000m259.1541453315.8132470.4311165.7283878.18427514.295130.5513853.3315368.8635044.6444722.055416349156.32123LM010404水泥净浆m2127634.33829033124水泥净浆m2127634.33829033125LM0105沥青混凝土面层m251826.54271155.4624642.793634790.24608402.874267835.8942137.93129992.0918690.11329691.78430951.35219299100.71126LM010502中粒式沥青混凝土面层m252892.32531755.2614773.272156976.03367882.322539631.6125061.6277047.1811249.57195432.71256358.04310478158.71272～2～12 ~36拌和及铺筑中粒式沥青混凝土路面(拌和设备生产能力240t/h以内)1000m3路面实体3.17352504079.1614773.272156976.03339528.642511277.9424745.0176524.6610048.54193316.88253432.173069345967168.251282～2～12 ~94装载质量15t以内自卸汽车运沥青混合料3km1000m3路面实体3.173527676.0928353.6828353.68316.61522.531201.032115.832925.873543611165.94129LM010504改性沥青混凝土面层m251826.51739400.29869.521477814.2240520.551728204.2817076.352944.97440.54134259.07174593.26211451840.81302～2～12 ~43拌和及铺筑细粒式沥青混凝土路面(拌和设备生产能力240t/h以内)1000m3路面实体2.07311721320.79869.521477814.2221998.411709682.1416869.4852603.566655.96132876.9172681.9220913701008832.33编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第6页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价123456789101112131415161718191312～2～12 ~94装载质量15t以内自卸汽车运沥青混合料3km1000m3路面实体2.073118079.5118522.1418522.14206.83341.34784.581382.171911.342314811166.29132LM02土路肩m222032.8358146.2985041.63174564.4100086.72359692.765008.7213225.3836744.6227927.4239833.948243321.91331～4～2~ 1植草护坡，挂土工格栅1000m213.2901183300.1248680.73134287.34182968.082675.398140.3618547.3614403.420406.1124714118595.851341～4～2~ 5植草护坡，人工撒草籽1000m222.032872591.7832095.840277.0672372.86991.342510.2612228.55646.138437.421021874637.931351～1～8~ 8斗容量2. 0m3以内挖掘机挖装普通土1000m3天然密实方7.770117840.772542.6615574.9418117.59272.96594.451787.51388.151994.46241553108.731361～1～10 ~13装载质量30t以内自卸汽车运土5km1000m3天然密实方7.770157642.2458936.8758936.87659.431088.291709.384406.746012.06728139370.891371～1～20 ~10自身质量10～12t光轮压路机碾压三、四级公路填土方路基1000m3压实方7.770126771.391722.4525574.9227297.37409.6892.022471.882083.022983.85361384650.87138LM03起终点与现状路衔接m221015688.115740.9912654.091205.7619600.84211.38476.6622831215.112140.8331178148.47139聚酯玻纤布m22105250251402～3～1~ 8铣刨机铣刨沥青混凝土路面厚度10cm1000m20.07330.1796.06237.15333.216.7610.0942.4625.7537.644566512.991412～3～1~ 2挖掘机整体挖除路面10m31.96256.2220.69239.92260.615.257.8320.519.9828.28342174.721421～1～9~ 6斗容量3m3以内装载机装软石1000m3天然密实方0.026653.5255.1855.180.731.81.724.165.72692605.61431～1～10 ~27装载质量30t以内自卸汽车运石5km1000m3天然密实方0.0266251.08256.72256.722.874.747.4519.226.1931711923.51444～4～13 ~10现浇桥头搭板混凝土10m33.614797.115624.2412654.09416.7918695.11195.77452.22210.881146.022043247436873.05145104桥梁涵洞工程km0.2223142270.161029068.342283528.84456131.543768728.7153712.31137979.79423203.52247380416790.39525279523661237.4914610401涵洞工程m/道2771887873.48713554.581374769.08221060.092309383.7431456.9482646.2285583.87148546.67257185.57311480311244.78147HD01管涵m/道67142589.3159687.6107661.3517281.08184630.042436.876241.5624054.0211224.0720572.792491593718.8148HD0101圆管涵 D1. 5m/道67142589.3159687.6107661.3517281.08184630.042436.876241.5624054.0211224.0720572.792491593718.81494～1～1~ 5起重机安装钢筋混凝土圆管涵洞身(普通钢筋，管径 1～2m)10m3实体5.51965170.6236528.1243948.216379.0786855.41198.212894.2314651.925139.329966.5212070621870.921504～1～1~ 7钢筋混凝土圆管涵基础混凝土10m3实体10.41833052.787038.2337196.43915.1545149.82474.121467.872790.512596.614723.1572025490.691514～1～2~ 1浆砌涵洞洞口(砌石)10m3实体1.9845925.73329.953611.1150.887091.94105.01263.161280.68467.01828.7100365058.721524～1～2~ 4涵洞混凝土洞口八字式10m3实体6.65832138.3712791.322905.613318.539015.41542.261427.275068.962530.814372.62529577953.941534～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m32.45791816.171968.471968.4765.96104.34124.55147.4216.9726281069.081544～6～1~ 24容量6m3以内混凝土搅拌运输车运输混凝土3km100m32.45794485.674549.014549.0151.3284.69137.41342.93464.8856302290.67155HD02盖板涵m/道2101745284.17653866.971267107.732037792124753.729020.0776404.65261529.85137322.6236612.78286564413645.92编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第7页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价12345678910111213141516171819156HD0201盖板涵 1-2x2m/道36154048.161470.59104107.6519399.7184977.932608.036728.3224557.3812123.1320789.532517846994.011574～1～1~ 8钢筋混凝土盖板涵混凝土台、墙身10m3实体13.22482861.6839644.2848775.427587.8996007.591453.543679.8915646.966529.2411098.5513441610164.531584～1～1~ 7钢筋混凝土圆管涵基础混凝土10m3实体8.56827183.355788.430591.19752.6437132.24389.921207.212294.982135.513884.39470445490.691594～1～2~ 1浆砌涵洞洞口(砌石)10m3实体3.35610023.525632.726108.3255.2211996.24177.62445.142166.31789.951401.78169775058.721604～1～2~ 4涵洞混凝土洞口八字式10m3实体5.41626143.210405.1818632.742699.4631737.38441.11161.024123.382058.73556.94430797953.941614～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m33.05642258.412447.792447.7982.03129.75154.88183.29269.832681069.081624～6～1~ 24容量6m3以内混凝土搅拌运输车运输混凝土3km100m33.05645577.935656.75656.763.81105.31170.86426.43578.0870012290.67163HD0202盖板涵 1-4x3m/道1491221979.91457611.05892553.2138967.291489131.5320294.8453554.95182905.9496150.56165783.41200782113475.311644～1～1~ 8钢筋混凝土盖板涵混凝土台、墙身10m3实体106.002664209.33317783.82390977.9160823.6769585.3311651.3929497.54125424.1352337.588****.64107746110164.531654～1～1~ 7钢筋混凝土圆管涵基础混凝土10m3实体106.406337590.171886.193799129347.07461145.264842.4614992.3828501.326520.9348240.215842435490.691664～1～2~ 4涵洞混凝土洞口八字式10m3实体35.364170703.1267941.03121663.2817626.22207230.542880.27580.9326923.813442.3923225.212812837953.941674～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m319.297614259.2315454.9615454.96517.9819.19977.911157.251703.45206311069.081684～6～1~ 24容量6m3以内混凝土搅拌运输车运输混凝土3km100m319.297635218.1335715.4435715.44402.9664.921078.82692.423649.9442042290.67169HD0203盖板涵 1-6x5m/道25369256.17134785.34270446.8845412.01450644.246117.2116121.3854066.5329048.9150039.8560603824241.521704～1～1~ 8钢筋混凝土盖板涵混凝土台、墙身10m3实体31.46197128.694314.06116037.1118051.64228402.813457.988754.4837224.2315533.1126403.5431977610164.531714～1～1~ 7钢筋混凝土圆管涵基础混凝土10m3实体34.71110123.0423449.52123928.593049.04150427.161579.634890.569297.228651.2215736.121905825490.691724～1～2~ 4涵洞混凝土洞口八字式10m3实体8.8642767.4917021.7630481.194416.0351918.97721.61899.36745.423367.825818.78704727953.941734～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m37.5035544.066008.966008.96201.36318.51380.22449.94662.3180211069.081744～6～1~ 24容量6m3以内混凝土搅拌运输车运输混凝土3km100m37.50313692.9813886.3413886.34156.65258.52419.441046.831419.1171872290.6717510402小桥工程m2/座405.361254396.67315513.76908759.76235071.451459344.9722255.3855333.59137619.6598833.34159604.8221379925274.3176QL01基础工程m3174.819782624890.0589273.42100503.03214666.54725.969586.6515286.9615740.6923400.612834071621.32177QL0102桩基础m3/m174.819782624890.0589273.42100503.03214666.54725.969586.6515286.9615740.6923400.612834071621.32178QL010202桥墩m366.319782624890.0589273.42100503.03214666.54725.969586.6515286.9615740.6923400.612834074274.621794～2～19 ~12回旋、潜水钻成孔 (桩径150cm以内)输送泵灌注桩混凝土10m3实体6.6328382.784969.0330454.71026.9136450.64560.691630.591941.22268.63856.654670870451801～1～9~ 3斗容量3m3以内装载机装土（泥浆外运 )1000m3天然密实方0.072999.31102.38102.381.523.313.27.7310.631291765.53编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第8页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价123456789101112131415161718191811～1～10 ~9装载质量15t以内自卸汽车运土3km（弃方）1000m3天然密实方0.0729660.76676.94676.947.5612.4828.6750.5269.8584611600.361824～2～15 ~250在水中平台上回旋钻机钻孔桩径 140cm以内孔深 40m以内粘土10m420405.593563.28990.5217145.3321699.13721.231172.32542.441654.62501.07302917572.71834～2～15 ~254在水中平台上回旋钻机钻孔桩径 140cm以内孔深 40m以内软石10m680931.4511427.082118.273775.1787320.452896.344649.518216.136565.029868.2711951619919.291844～2～20 ~7水中埋设钢护筒水深5m以内1t10.1652167.463968.2143784.334550.8652303.4408.021650.061989.974023.535433.75658096477.241854～5～1~ 13集中加工现浇混凝土灌注桩钢筋（HRB400）1t钢筋3.316613280.61945.2711911.21291.1614147.62104.02420.07477.531024.311455.62176295315.431864～5～1~ 32平板拖车运输钢筋笼4km100t钢筋0.0332277.5317.1714.47250.05281.693.035.2427.0321.2130.4436911114.731874～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m30.663489.9530.98530.9810.6221.7633.638.7557.216931045.131884～6～1~ 26容量8m3以内混凝土搅拌运输车运输混凝土3km100m30.6631130.621153.271153.2712.9321.3527.286.44117.1114182139.2189QL02下部结构m3694.09480147.48123013.44373564.370974.06567551.89169.6222911.3951298.8238007.3662004.517509431081.91190QL0201桥台m3664.7443025.32115033.7344589.4166239.61525862.728629.1521414.0647894.6835101.6957501.216964031047.71914～3～2~ 2梁板桥U形混凝土桥台高度10m以内10m3实体66.47291720.0492618.77238160.5335367.85366147.147166.1416741.6837319.4723419.5940571.464913657392.291924～5～1~ 16集中加工现浇混凝土墩台钢筋1t钢筋29.7025132575.8322261.31106299.4611749.231403101199.734193.379723.9310237.314909.791805746079.421934～5～1~ 32平板拖车运输钢筋笼4km100t钢筋0.2972482.73153.62129.432236.882519.9327.1246.87241.76189.71272.29329811102.381944～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m36.6474911.555323.425323.42106.48218.12336.84388.52573.669471045.131954～6～1~ 26容量8m3以内混凝土搅拌运输车运输混凝土3km100m36.64711335.1811562.2411562.24129.68214.01272.68866.571174.07142192139.2196QL0202桥墩m329.3937122.167979.7428974.894734.4541689.08540.471497.333404.142905.674503.3545401855.731974～3～2~ 2梁板桥U形混凝土桥台高度10m以内10m3实体2.93912898.534095.1810530.371563.8116189.36316.85740.241650.11035.511793.89217267392.291984～5～1~ 16集中加工现浇混凝土墩台钢筋1t钢筋4.010517900.693005.7714352.81586.4118944.98161.99566.21312.951382.262013.15243826079.471994～5～1~ 16集中加工现浇混凝土墩台钢筋1t钢筋1.1375174.07852.154069.28449.765371.1946.48163.66372.23399.51571.7869256090.552004～5～1~ 32平板拖车运输钢筋笼4km100t钢筋0.0515430.5126.6422.44387.88436.964.78.1341.9232.947.2257211108.842014～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m30.2939217.17235.38235.384.719.6414.8917.1825.363071045.13编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第9页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价123456789101112131415161718192024～6～1~ 26容量8m3以内混凝土搅拌运输车运输混凝土3km100m30.2939501.19511.23511.235.739.4612.0638.3251.916292139.19203QL03上部构造m389.66223546.4342566.35170711.827018.13240296.283324.69395.220247.1917530.9526171.483169663535.2204QL0305预应力混凝土T梁m389.66223546.4342566.35170711.827018.13240296.283324.69395.220247.1917530.9526171.483169663535.22054～4～4~ 3预制、安装钢筋混凝土T形梁上部构造预应力钢筋泵送10m3实体8.96690451.3527257.7963422.4510951.49101631.732173.695196.4312281.967258.3511568.7914011115626.922064～5～2~ 5后张法制作、张拉预应力钢绞线束长 20m以内7孔每t8. 12束1t钢绞线1.98220654.252071.2817073.121527.3420671.74165.19653.291035.471593.282170.712629013264.222074～5～2~ 5后张法制作、张拉预应力钢绞线束长 20m以内6孔每t10. 825束1t钢绞线1.98222094.752410.8417739.361969.5222119.72183.85698.861242.561704.932335.492828514271.142084～5～1~ 31集中加工预制混凝土梁钢筋1t钢筋16.053870090.758642.6657857.168216.1174715.93613.112216.974474.415410.737868.8953005936.292094～5～1~ 31集中加工预制混凝土梁钢筋1t钢筋4.056418063.842183.7914619.72076.0118879.5156.91571.361130.571394.381991.94241255947.372104～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m30.8966662.51718.06718.0614.3629.4245.4452.4177.379371045.132114～6～1~ 26容量8m3以内混凝土搅拌运输车运输混凝土3km100m30.89661528.981559.611559.6117.4928.8736.78116.89158.3719182139.2212QL04桥面铺装m228852060.311259.6641296.023847.456403.08540.311617.334739.424022.976059.0873382254.82134～4～13 ~4行车道桥面铺装防水混凝土垫层10m3实体2.8811255.523192.1310867.79337.0314396.95135.71343.971269.48870.751531.52185486440.412142～2～12 ~71拌和及铺筑中粒式改性沥青混凝土路面(拌和设备生产能力320t/h以内)1000m3路面实体0.00312803.4811.982498.84330.152840.9727.0585.678.5216.38286.0734651110459.942152～2～12 ~76拌和及铺筑细粒式改性沥青混凝土路面(拌和设备生产能力320t/h以内)1000m3路面实体0.00212293.618.342180.78223.922413.0321.5670.095.85176.99241.8829291408359.132162～2～14 ~6乳化沥青沥青层黏层1000m20.05281.2972.380.8873.270.682.480.046.277.45901734.272172～2～12 ~96装载质量20t以内自卸汽车运沥青混合料3km1000m3路面实体0.0288223.32228.48228.482.564.228.0217.0723.432849853.132184～4～13 ~9桥面防水剂1000m20.2885009.7282.084916.9210.565009.5642.12153.131.97386.21506.07612921281.342193～1～6~ 4钢筋网1t5.7629689.427965.1420759.321984.7630709.21300.41939.083389.152294.933386.95410207121.482204～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m30.288212.81230.65230.654.619.4514.616.8324.853011045.142214～6～1~ 26容量8m3以内混凝土搅拌运输车运输混凝土3km100m30.288491.13500.97500.975.629.2711.8137.5550.876162139.2编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第10页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价12345678910111213141516171819222QL05桥梁附属结构项1279207.42108499.22233914.2216022.86358436.34056.7411098.6442925.9121841.7239452.34682812682811.64223QL0501支座个289954.971174.888396.55249.549820.9775.23314.88493.24767.611032.4712504446.59224QL050103板式支座个289954.971174.888396.55249.549820.9775.23314.88493.24767.611032.4712504446.592254～4～27 ~1安装板式橡胶支座1dm354.63163.42576.362583.133159.4825.73100.06219.59244.06337.4408674.842264～4～27 ~2安装四氟板式橡胶组合支座1dm356.76791.56598.535813.42249.546661.4849.5214.82273.65523.55695.078418148.47227QL0502伸缩缝m910293.88855.048790.23678.8910324.1578.51325.6405.4793.791073.47130011444.552284～4～27 ~34安装模数式伸缩缝伸缩量480mm以内1m910293.88855.048790.23678.8910324.1578.51325.6405.4793.791073.47130011444.55229QL0503护栏与护网m9043038.7211485.3935999.07462.6347947.1480.281555.924450.213344.565200.0362978699.76230QL050304桥梁混凝土防撞护栏m9043038.7211485.3935999.07462.6347947.1480.281555.924450.213344.565200.0362978699.762315～1～1~ 4现浇钢筋混凝土防撞护栏混凝土10m3实体3.1315227.325385.5712940.28392.6518718.5238.94676.252126.171197.772066.19250247994.832325～1～1~ 5现浇钢筋混凝土防撞护栏钢筋 HRB4001t5.637624359.545355.9520246.6461.4525664.03211.56770.492040.621880.352751.03333185909.982335～1～1~ 5现浇钢筋混凝土防撞护栏钢筋1t0.7833451.87743.882812.158.543564.5729.77109.18283.42266.44382.846365921.05234QL0505桥头搭板m344.845989.7710408.0538093.723395.8951897.66473.611422.764230.823553.155542.02671201498.212354～4～13 ~10现浇桥头搭板混凝土10m34.4818414.186999.0515747.31518.6723265.03243.62562.742751.321426.162542.4307916873.052364～5～1~ 21集中加工桥头搭板钢筋1t钢筋6.27225956.453376.5722319.091266.9226962.57208.348211387.372002.352824.35342065453.762374～5～1~ 32平板拖车运输钢筋笼4km100t钢筋0.0627524.1332.4327.33472.23531.995.739.951.0440.0557.4869611099.792384～6～1~ 16生产能力90m3/h以内混凝土搅拌站(楼 )拌和100m30.448331.03358.79358.797.1814.722.726.1938.664681045.132394～6～1~ 26容量8m3以内混凝土搅拌运输车运输混凝土3km100m30.448763.98779.28779.288.7414.4218.3858.4179.139582139.2240QL0506装饰性挂板m3802000002500241装饰性挂板m3802000002500242QL0508排水设施m100500050243泄水管m100500050244QL0509桥台锥坡及护脚m3243.3169930.0884575.86142634.6511235.91238446.422949.127479.4933346.2513382.6226604.353222081324.322451～4～3~ 2预制、铺砌混凝土预制块护坡10m324.33165084.7884496.24123072.1211143.92218712.272907.397331.4233308.5713009.0124774.1830004312332.222461～2～8~ 2地基砂砾垫层1000m30.08114845.379.6219562.5491.9919734.1541.73148.0737.67373.611830.1722165273309.45247QL06其他工程m3300521609.045285.0416705.9821991.01438.15724.383121.351689.652516.813048110.14248QL0601挖方m3325.612744.215086.817836.5812923.39327.43522.192620.721008.661566.221896958.262494～2～3~ 8机械开挖基坑卷扬机配抓斗挖土方1000m30.32567300.475086.812259.567346.37265.15419.412384.49592.49990.711199936850.82501～1～10 ~9装载质量15t以内自卸汽车运土12km1000m3天然密实方0.32565443.745577.025577.0262.28102.78236.24416.17575.5697021406.59251QL0602填方m3324.48864.83198.238869.49067.62110.72202.19500.63680.99950.591151335.49编制：复核：表A.0.2-7建筑安装工程费计算表建设项目名称：东至县舜城新区尧渡河沿东岸(陶公路-G206段)旅游发展基础设施配套项目编制范围：K0+000-K6+700第11页共16页03表序号分项编号工程名称单位工程量定额直接费(元）定额设备购置费（元）直接费（元）设备购置费措施费企业管理费规费利润 (元)税金 (元)金额合计（元）人工费材料费施工机械使用费合计费率（%）7. 42%税率（%）9. 0%合计单价123456789101112131415161718192521～1～8~ 8斗容量2. 0m3以内挖掘机挖装普通土1000m3天然密实方0.386886.29126.31773.73900.0413.5629.5388.868.9699.0812003108.442531～1～10 ~9装载质量15t以内自卸汽车运土12km1000m3天然密实方0.3866453.586611.586611.5873.83121.84280.06493.37682.26826321404.592541～1～20 ~4自身质量15t以内振动压路机碾压高速、一级公路填土方路基1000m3压实方0.32441524.9671.911484.11556.0123.3350.81131.77118.65169.2520506318.83255107交通工程及沿线设施公路公里6.73607238.48140508.29636908.683480962.3194439.354312310.332130308.2943421.57145489.08261427.88281674.27645716.8381362281214362.4325610701交通安全设施公路公里6.72240455.31251662.32063750.5863718.332379131.2118236.4877172.81102589.57173321.15247540.613019592450685.35257JA01护栏m66001711055.6204356.961593299.1331248.51828904.5913752.9158597.3781555.42132328.72190362.512305502349.32258JA0105钢护栏m66001711055.6204356.961593299.1331248.51828904.5913752.9158597.3781555.42132328.72190362.512305502349.32259JA010501波形钢板护栏m66001711055.6204356.961593299.1331248.51828904.5913752.9158597.3781555.42132328.72190362.512305502349.322605～1～2~ 1波型钢板护栏基础混凝土10m395.04350287.73150486.34315297.67465784.015672.0915556.2857335.2927566.4951472.276233866559.2261借部2018预5～1～4~ 2标志牌基础钢筋1t5.85225035.575374.3121016.6226390.94167.5791.882047.611928.832819.41341465834.952625～1～2~ 3打入波型钢板护栏钢管立柱1t89.1542633.0744205.36472027.6927237.78543470.833400.6717163.4820210.6941789.2456343.146823787658.562635～1～2~ 5安装波型钢板护栏单面面板波型钢板1t135.498793099.234290.95784957.154010.71793258.824512.6525085.731961.8261044.1679727.699655917126.24264JA03标志牌块87386165.9228266.86368221.258682.29405170.42357.4512214.4311640.8829734.7441500.615026195777.22265JA0301铝合金标志牌块87386165.9228266.86368221.258682.29405170.42357.4512214.4311640.8829734.7441500.615026195777.22266JA030101单柱式铝合金标志牌块63211322.4920615.87197335.996963.91224915.771325.76684.138569.1716274.4623199.232809684459.822675～1～7~ 1安装单柱式铝合金标志牌10处6.3211322.4920615.87197335.996963.91224915.771325.76684.138569.1716274.4623199.2328096844598.17268JA030103单悬臂铝合金标志牌块8163893.147363.87160289.811651.01169304.68968.265183.942957.1812617.3617192.8320822426028.032695～1～7~ 3安装单悬臂铝合金标志牌10处0.8163893.147363.87160289.811651.01169304.68968.265183.942957.1812617.3617192.83208224260280.31270JA030106附着式铝合金标志牌块1610950.29287.1210595.4567.3710949.9563.49346.36114.54842.921108.5513426839.112715～1～7~ 6安装附着式铝合金标志牌10处1.610950.29287.1210595.4567.3710949.9563.49346.36114.54842.921108.55134268391.13272JA04标线m23018137161.0816834.2997576.0723609.02138019.382030.096091.328537.0710779.9614891.218034959.76273JA0401路面标线m23118102842.7710711.8173511.8719317.05103540.731518.774567.255854.518082.5211120.7413468543.2274JA040101热熔标线m23018101505.810194.5673511.8718470.44102176.871489.794507.875583.447976.7610956.1313269143.972755～1～9~ 4沥青路面热熔标线100m230.18101505.810194.5673511.8718470.44102176.871489.794507.875583.447976.7610956.131326914396.65276JA040102标线擦除m21001336.97517.24846.611363.8528.9959.38271.07105.76164.61199419

投标 / 标书制作要点（原创）

本旅游发展基础设施配套路基工程涉及「招标公告」，投标方需重点关注：① 营业执照经营范围须含招标公告或对应服务类目；② 提供同类项目业绩证明；③ 报价方案与售后响应须明确；④ 紧盯投标截止与开标节点，建议提前完成标书制作与盖章。当地项目常要求本地化服务能力与快速响应，务必在投标文件中凸显。

标书制作联系冯经理：17551026086