First compliance review of the application of the appraisal Committee, only through the compliance review of the application to take part in a detailed review. 8.1 application compliance review: does not meet one of the following conditions, procuratorial Agency to submit application through compliance reviews, be invalidated: (1) application of the formats, contents, meet the requirements of selected files, powers of Attorney, declarations by the legal representative and the tender agent application to meet the requirements; (2) licence and a bidding agent qualifications meet the requirements; (3) the similar project tendering agency agent number and provide proof of material compliance; (4) the tendering Agency intends to put into this project the number of professionals to meet the requirements; (5) are intended to the agent of the project as a project manager has similar projects the number of and references to meet the requirements; (6) no fraud case. 8.2 application review in detail the Evaluation Committee through compliance reviews will be selected for detailed review of the application. 8.2.1 tender agent institutions similar project tender performance requirements (16 points) tender agent institutions similar project tender performance 16 points, by two part composition (1) agent similar project of cumulative bid amount scored calculation rules for: Agent water project bid amount (on January 1, 2007 has has bid notice for associate) cumulative each reached 100 million Yuan have 2 points, water project cumulative bid amount scored up not over 6 points. In addition, completes a bid worth more than 500 million yuan in total 1 minute, but other items score accumulated winning amount up to a maximum of 6 points. (2) calculation rule for the number of agents similar projects: proxy bid amount (since January 1, 2007 winning notice shall prevail) bidding projects in more than 50 million Yuan by 2 points, but the Agency projects the number of scores up to 3 minutes. 8.2.2 to be agents of the construction project as a project manager in the same project performance (10 points) Project Manager agent performance scores including agents of the bidding agencies of similar projects, as well as in other similar project tendering agency service agent during performance. Total 10 Project Manager agent performance, made up of two parts (1) acting like the accumulated winning amount calculation rule: agents for water conservancy project bid amount (since January 1, 2007 winning notice for example) cumulative average reached 100 million Yuan 3 but scored no more than 5 minutes. (2) calculation rule for the number of agents similar projects: proxy bid amount (since January 1, 2007 winning notice for example) in the more than 50 million Yuan water conservancy project period of 3 minutes, but scores the number of agents similar projects up to a maximum of 5 points. Project Manager demonstrated to provincial-level and higher people's Government or the development and Reform Commission published the winning bidder on the designated media publicity shall prevail. 8.2.3 staff requirement (25 points) 1, to the construction project serving personnel, 4 years experience in tendering agent, 2 points per person, 2 years experience in tendering agent ...Pig is not a pig. With domestic international market and technology big environment of changes, as China traditional industry of pig production of job way and profit way are requirements related industry for resources integration, to quality security for premise, regulation based farming, and management cost and the production, and sales cost, go standardization, and scale, and intensive, and market road, fast upgrade whole industry chain of regulation capacity, market competition capacity and anti-risk capacity. First, industry analysis (a) the basic situation in China is a traditional hog production and consumption country, 2008 46.15 million tons of pork, pig stock 462.64 million head by the end pig slaughter 609.6 million. National pig industry's annual production value at around 650 billion yuan, nearly 50% per cent of annual output value of animal husbandry. Sichuan province in 2008 produced 6.52 million tons of pork, with 694,000 tons of Chengdu city, live pig sell 10.46 million, first 15 Vice-provincial cities in the country. The whole nation advantage regional planning (2008-2015) there are 437 counties (cities), 55, Sichuan, Chengdu has 7 (including in pengzhou). International pig industry mainly include the European Union, the United States, and Canada, and Brazil and other absolute scale of animal husbandry industry and technology developed countries. Market 1, the domestic market from China's meat consumption habits and economic analysis of the development situation, the emergence of new trends in the market of domestic pork and its products. Docking is a pig production and sales more closely. The Yangtze River Delta, Pearl River Delta and the Bohai rim economic developed area industrial structure adjustment gathered pace, two or three industries to the Central and Western bias. Second, the rigid domestic consumption growth. For a long period, pork is still the largest variety of meat consumption in China, the absolute consumption continues to grow. Especially in the vast rural market growth potential. Third, market for pork and higher product quality requirements. Pollution-free pork safety and health has shown a very good market prospects. Four is the market changing. Currently, cold meat, more and more varieties of meat and pork meat products, which accounted for a large proportion of pork consumption, stores, chain stores, supermarkets and other marketing methods is on the rise, and transport has been extended to more than 2000 km in RADIUS. Chengdu is an important "River pig" resource market, the city's commercial rate reaches above 60% of live pigs, pork and raw materials primary processing products in the domestic and international reputation is high. Western hog trading center in Chengdu and provides disease-free areas of construction in order to further accelerate the development of swine industry realizes space and conditions. 2, the international markets at present, annual volume of trade in live pigs in the world year around 18 million, about 6 million tons of pork trade. A large net exporter of pork is mainly the EU and North America,-importing countries mainly in Asia, Japan, and Korea, and Singapore, the Philippines, Hong Kong and other countries and regions, as well as Russia, about 3 million tonnes were imported. It is predicted that the world meat consumption increase of 80% in Asia in the future, our country has obvious geographical advantages, export potential. With the advancement of live pigs superiority industry belt construction, animal disease ...第一章、便道施工方案一、工程概况根据现场桥梁分布情况，同时结合现场原有道路，在本标段内桥涵位置设置便道及便桥，从而确保桥梁的施工。
其中，栟茶运河大桥设置一座钢便桥，K0+103小桥采用筑坝的方式修筑便道便道修建宽度为7m，确保商品砼车辆的通行、满足吊车展开工作；沿桥向设置施工便道 二、便道设计及施工（一） 概况每座小桥位置设置便道（具本见分布图、表），在河道上筑坝，坝长24m，坝顶宽7m，坝体高约4m,坝底宽为19m,边坡按1：1.5设计，下方安装1.2m直径涵管，便于河道泄洪、排水1、筑坝围堰横断面图一 71：1.5 4 管涵 192、便道施工层：1、2cm磨耗层2、30cm厚泥灰碎石3、20cm6%灰土原槽拌和4、40cm6%灰土填筑5、清表原地面压实3、具体工程量：序号位置便道长度筑坝长度涵管长度备注1K0+103桥272m24m21m2韩洋中心河桥39m3栟搽河大桥430m72m钢便桥合计741m24m21m72m钢便桥（二）具体工况1、K0+103小桥该桥位于一小河之上，河口面为16m，因此该处便道先筑24m土坝，土坝两侧各设10m便道，在桥两岸横桥向各设置两条便道76m*2，桥位处向北修筑一条便道与221省道连接。
见下图2、 韩洋中心河桥该桥位于老202道路上，在河道开挖前进行桥梁的施工，在北侧修建一条便道，便道总长为39m，供桥梁施工，同时利用现有202道路.3、栟茶河大桥本桥横跨栟茶河，在栟茶河上修建一座钢便桥（详见钢便桥方案），考虑最经济便桥方案，便桥与河道正交，钢便桥搭设长度为72m，钢便桥南侧与场内便道直接连接，北侧修建120m便道与老202连接，同时在两岸修建施工便道，详见平面图，便道总长430m，由于桥南侧要修建板梁预制场，穿过现有乡村道路两条，因此现有乡村道路降低60cm，凿除原乡村道路各结构层计60cm，施工方法同施工便道，长度为127m.，详见总体平面布置图（三）施工方法1、便道位置的施工放样根据导线点进行构造物的边线放样，便道位置设计在路的一侧，根据地现场情况进行调整，有效利用红线土地，局部位置设置在绿化带内2、便道清表根据施工现场的实际情况， 施工便道范围的清表工作与路基清表同步，清表时必须进行20公分表土的清除工作，同时树根、芦苇的必须挖除干净沿线需要进行圆管涵施工的河塘、沟渠位置，为了确保临时便道路基的承载能力，清表时必须采用挖机进行淤泥的彻底清除，回填土源为就近路基土方，采用装载机进行土方的运输，清淤干净后采用挖机进行层层回填，层厚控制20公分左右，采用18T振动压路机进行碾压，压实度确保87%的标准，严禁出现“弹簧”的现象，如若发生采取局部换填处理。
清表过程中严禁破坏当地居民的合法利益，禁止占用农田，对于居民原有的出行道路便道积土后及时做好顺接整平工作，随时确保居民的出行方便3、原地面翻松处理道路清表完成后，为了确保施工便道路基的承载能力，采用挖机进行便道范围内整平以及顺坡工作，及时采用旋耕机进行耕翻粉碎，在含水量大于最佳含水量1~2%时，采用振动压路机进行碾压，碾压遍数控制在3~4遍确保压实度达到87%以上，对于沿线局部出现“弹簧”的现象及时进行换填处理原地面压实过程中，根据现场初步碾压效果根据施工经验进行初步判断，是否需要进行换填处理原地面碾压过程中，严禁压路机在当地原有道路上直接行驶，预防损坏原有水泥混凝土道路、沥青道路、和发生安全事故的现象当日施工完毕后，施工车辆必须在指定地点停放整齐，严禁占用地方道路等4、便道边沟、横向临时排水管的施工边沟采用挖机进行土方开挖，根据施工设计图纸本标段以底填方为主，边沟开挖断面为：底宽1.0m（挖机取土斗的宽度）、顶宽1.5米，所挖土方堆于便道范围内，以作为便道灰土的施工施工过程中，由于必须破坏当地原有的横向排水系统，为了确保不影响当地排水系统，项目部加强和当地居民以及村级领导的沟通的同时，及时在便道的横向埋设直径60、直径100的钢筋混凝土管道，保证横向排水畅通。
边沟开挖后，为了确保自身的纵向排水沟排水畅通，对于原有居民出行道路位置，必须采取预埋纵向排水管道的方法过路，同时必须及时恢复原有道路，确保通行顺畅，避免影响当地居民的出行便道边沟的排水采取和原有排水系统连接，个别路段在施工过程中采取机械设备排水等5、20cm6%灰土原槽拌和及40cm6%灰土填筑施工灰土施工的土源以边沟开挖的土方为主，由于清表结束后及时对原地面进行了碾压，原地面承载能力基本可以满足便道施工要求，所以边沟开挖土方直接置于便道范围原地面以上，厚度控制在30公分左右（参灰碾压后的厚度基本在20cm），同时在边沟施工过程中及时对便道积土进行大致的平整以及纵向顺坡工作为了预防便道施工中下雨天气雨水对松散土方的浸泡，挖机进行纵横向初步整平后及时采用18吨振动压路机进行初步碾压，进行表面密封工作，同时可以确保农用拖拉机拖运石灰的需要便道灰土施工主要利用晴好天气进行，石灰原材料满足三级灰要求，生石灰有效钙加氧化镁含量不小于70%等根据便道使用要求，灰土灰剂量控制6%以上，压实厚度控制20公分左右，为了确保灰土的质量要求，施工中严格控制石灰的掺入量以及拌合的均匀行，施工中根据每车的运输能力、灰剂量严格控制每车石灰的施工长度，布灰工作采取人工撒灰的方法，布灰结束后及时采用旋耕机进行耕翻以及粉碎工作，同时安排专人定距离进行挖坑检查是否存在夹层的现象，对于旋耕不到位的地段，及时进行必要的重复旋耕工作。
根据施工现场负责人的施工经验，在含水量大于最佳含水量1~2%时，及时采用振动压路机进行碾压工作，具体碾压顺序为先边后中、先静压后振动碾压，施工时要求现场负责人严格控制压路机碾压遍数确保压实度,同时要求随时注意灰土的碾压宽度检查，严禁出现局部断面过窄不能满足宽度的现象6、30cm泥灰碎石施工（石灰：土：碎石8：12：80）灰土施工结束后及时进行必要的养护工作，尤其为雨季期间禁止通行、及时排水等，泥灰碎石施工前的灰土表面做好复压工作泥灰碎石施工所需的土源采用路基范围内土方，在便道沿线路基范围内选取3个积土点，采用挖机进行灰土的集中拌合，拌合前根据本段泥灰碎石工程量、灰剂量严格控制石灰用量，确保灰土的灰剂量达到设计要求，同时为了确保石灰掺入的均匀性，由专人负责监督挖机的拌合遍数，严禁出现漏拌夹生的现象灰土制备完成后及时进行碎石的掺入工作，碎石原材料粒径采用4~8cm，掺入时严格控制碎石的掺入量为80%，以利于成型后碎石起到骨架的作用，同时增加挖机的拌合遍数，严禁出现不均匀的现象泥灰碎石在集中点拌合完成后采取农用拖拉机进行运输，运输至现场采用挖机整平，整平后及时采用振动压路机进行碾压，碾压遍数控制在3~4遍，严格确保压实度。
7、2cm磨耗层施工泥灰碎石施工完毕后，立即采用小碎石进行便道磨耗层的施工，由自卸汽车运至现场后，以装载机进行撒布为主，人工配合为辅，厚度控制在2公分左右，严禁出现局部过薄或过厚的现象8、过河道便道，采用筑坝的方法，下设1.2m涵管，回填素土，碾压密实，与便道结构层相平后，随便道一起做到顶第二章、钢便桥设计方案一、项目概况1工程概况本工程位于海安县经济开发区，横跨栟茶河河口宽度70m，水面宽度60m，路中线与河道斜交120度，通航等级V级，最高通航水位为3.01m(国家85高程)，通航净高3.5m根据本工程施工需要求，进行钢便桥及施工便道设计在本桥上、下游的桥梁为新洋桥、五七干校桥，测时水位为2.2，测时通行高度为5m，梁底标高为7.2m因此本施工便桥梁底标高以7.4m控制，两岸地坪标高为4.5~5m设计便桥采用双排单层“321”军用贝雷梁搭设，横梁采用[20b槽钢构成，同时设加强弦杆墩基础采用ø50钢筒桩， P2、5墩桩入土深度为16m, P1、6墩桩入土深度为10m、P3、4墩桩入土深度为8m桥面净宽3.7m，跨径组合12m+12m+24m+12m+12m便桥通行能力，按汽20t、拖80t进行设计验算，同时施工车辆行驶速度控制为“小心慢行”，不计算冲击荷载。
附钢便桥示意图2技术标准2．1便桥：12+12+24+12+12双排单层加强型 “321”贝雷桥2．2通航等级V级，通航净空3.5m，通航宽度20m2．3高程引用标准：国家85高程2．4便桥通行能力，汽20t、拖80t,“小心慢行”,由于桥梁为单向通行，桥梁变窄，因此在桥头接线20m范围及桥梁上，限制车辆单向通行，车距保持20m等警示标志3采用规范及引用依据3．1施工组织设计3．2《公路施工手册-桥梁》下册二、钢便桥设计1结构尺寸及标高的确定1.1节点高程的确定①通航最高水位：3.01m②通航净高：3.5m③加强弦杆截面高：0.1m④贝雷梁桁片下杆截面高：0.1⑤横梁截面高：0.25m⑥纵梁截面高度：0.1m⑦桥面板厚度:0.15m（采用防滑钢板）⑧中跨桥面顶标高为7.4+0.6=8m⑨边跨坡度为4%⑩钢便桥桥台7.04m(中跨)梁底标高①~⑦：结合“五七干校桥”“新洋桥”测时水位2.2m，净高为4.9~5m，钢便桥梁底控制标高7.4m柱顶标高：7.08m（中墩，其余各墩台见图）贝雷梁下采用纵工32a，横向工25b工字钢及垫板1cm钢板入土深度8m，河底标高-1.8桩底标高：-9.8m桩长：16.83m（中墩，其余各墩台墩见图）2．钢便桥贝雷梁尺寸的确定采用双排单层加强型贝雷桥，细部尺寸见贝雷桥断面图。
根据断面图尺寸，贝雷梁外清尺寸5.3m，道路顶宽7m，自然地面标高为4~5m上部荷载为贝雷梁的荷载双排单层贝雷桥材料用量表（参见《公路施工手册-桥涵》下册第1044页）序号部件名称部件重量KN跨径内数量合计数量12m*424m1桁架2.71632259.2 加强弦杆0.8 4838.43销子0.03401208.44横梁2.451119154.355横梁夹具0.0332645.766无扣纵梁1.0581650.47阳头端柱0.694413.88阴头端柱0.07441.49斜撑0.1110186.3810支撑架0.2181610.0811抗风拉杆0.3381615.8412特制钢桥面板 176合计重量（KN）7403、两侧桥头锥坡的确定根据桥台标高为7.04m，桥北侧地坪标高为4.5m，桥南侧地坪标高为5.0m，桥台锥坡根据桥面坡度4%进行设计，边坡按1：1设计桥北侧锥坡设计：桥台与地坪高差为2.54，按4%接坡，接坡长度为63.5m桥南侧锥坡设计：桥台与地坪高差为2.04，按4%接坡，接坡长度为51m桥台结构设计：结构层按便道结构层进行施工，2cm磨耗层+30cm泥灰碎石施工（石灰：土：碎石8：12：80），以下按6%灰土进行施工。
附桥台锥坡图4.墩设计及计算4.1．概况采用四根ø50钢筒桩，=10mm,横向间距4.65，纵向间距1.254.2.P3、P4墩设计上部构造贝雷梁重：740.5/72=10.28KN/m1)纵横梁32a及25b工字钢：5.85*4*0.314+2.75*4*0.5269=13KN2)桩间剪刀撑[20a,(5.174+4.15+3.18+0.75)*4*22.63=10KN3)活载在墩顶设为800KN（按桩顶静载算）4)计算贝雷梁支座反力上部构造贝雷梁重：10.28KN/m三不等跨受力简图二 P=800KN q=10.28KN/m 12 12 24 12 12A Bn=24/12=2（系数）根据《路桥施工计算手册》767页B点最大支座外力为：1-(-0.7812)=1.7812Q= n ql=1.7812*12*10.28=219.73KN（支座反力）5）钢筒桩直径50cm,长度按17m17*3.14*0.5*7.85*0.01*4=2.09t=20.9KN1)~5)荷载组合为：(800+219.73)/6+20.95=190.905KN墩桩承载力计算钢筒桩入土深度8m根据地质报告的参数：桩穿过的土层主要为粉砂,=30kPa不考虑桩尖承载,按摩擦桩[P]=.L[P]-容许承载力-周长3.14*0.5=1.57m-桩周土极限摩阻桩入土深度按8m计算[P]=1.57*30*8=376.8KN则单桩容许承载力为[P]=376.8KNK=[P]/P=378.8/190.905=2符合要求4.3、P2、P5墩设计荷载组合：根据两跨计算支座反力：Qmax=1.25qL=1.25*10.28*12+800=954.2KN钢筒桩入土深度16m根据地质报告的参数：桩穿过的土层主要为粉砂,=30kPa不考虑桩尖承载,按摩擦桩[P]=.L[P]-容许承载力-周长3.14*0.5=1.57m-桩周土极限摩阻桩入土深度按16m计算[P]=1.57*30*16=753.6KN则单桩容许承载力为[P]= 753.6KNK=[P]/P=753.6/954.2*2=1.6符合要求4.4、P1、P6台设计荷载组合：根据单跨计算支座反力：Qmax=1/2qL=0.5*10.28*12+800=861.68KN钢筒桩入土深度10m根据地质报告的参数：桩穿过的土层主要为粉砂,=30kPa不考虑桩尖承载,按摩擦桩[P]=.L[P]-容许承载力-周长3.14*0.5=1.57m-桩周土极限摩阻桩入土深度按10m计算[P]=1.57*30*10=471KN则单桩容许承载力为[P]= 471KNK=[P]/P=471/861.68*3=1.6符合要求4. 5稳定性计算钢筒在施工过程中，四根桩之间采用槽钢联接，侧面及水平方向均设计剪刀撑，有效的确保稳定性。
压杆稳定计算简图三 Pi=19.0905t 3.458m L0=2L(安全考虑)钢筒桩压强稳定性满足条件为:N<φA[σ]N=19.0905tλ=uL/iu按两端固定计算，取U=0.5L=3.458mi=√(D2+d2)/4=173mmλ=5根据折减系数表，当λ=5，得φ=0.9975φA[σ]=0.9975*3.14*(5002-4802)/4*215=3299KN单桩N=190.905<φA[σ]=3299KN符合要求4. 6进行桩顶纵梁验算纵梁拟采用工字钢根据4.3.2中荷载：1）+3）+4）荷载:13+800+219.73=1032.73KN工字钢计算简图四 1032.73KN 1.25Mmax=PL/4=1032.73*1.25/4=323KN.mWX=Mmax/许=323*103/160*106=0.00201875m3=201875cm3查表得选用工32a工字钢，Wx=692.5*4=2770cm3,每座墩采用4根《路桥施工计算手册》第796页选取4. 6由于贝雷梁下的工25a横梁只承压，不需计算。
4.7贝雷桥设计根据《公路施工手册-桥梁》下册第1043页，表20-1中，汽20，挂80荷载等级，选用双排单层加强型贝雷钢桥，满足中孔24m跨径的需要，能够满足要求三、钢便桥施工方法 钢便桥施工作业流程打入护桩1、 办理相关手续2、 准备便桥搭设物资3、 通航安全标志准备进行钢桥墩桩施工防撞桩、护桩施工进行钢便桥贝雷梁施工限高、限宽、施工警示标志、夜间通行警示灯安装警示标志1、进行航道、海事部门搭设钢便桥施工手续的审批航道、海事安全要求附后2、根据审批手续进行钢便桥的搭设，主要控制数据为限高、限宽的数据控制3、根据河道中心线进行桥梁跨径布置，在河道中打入便桥墩桩的控制桩4、采用80吨浮吊打入钢便桥墩桩5、在陆上采用25吨吊车进行贝雷梁组合、整理6、贝雷梁整理完成后，吊车吊装至60吨船上，然后采用浮吊进行贝雷梁安装7、进行桥面板的安装8、根据要求进行航道安全标志、设施的施工（如防撞桩等）9、节点施工要求1）桩顶采用2cm厚钢板进行蒙面，钢板比桩直径大2cm，直径为Ф54，与桩进行有效焊接2）桩间设置[20a槽钢进行横向联结，确保整体稳定性，上、下各一道3）桩顶设置I32a工字钢双拼，作为贝雷上的槽梁，由于主墩为两排计6根桩，工字钢纵向设置，横向布置[25槽钢，各部件接触位置各设置三组缀板，确保稳定性，详见大样图四、安全保障措施1、通航尺度保证。
通航净宽20m，钢便桥跨径组合为12+12+24+12+12，通航孔布置在24m中跨航槽上上下游各100米为施工作业水域，除施工作业船舶外其他船舶不得停靠2、 防护措施到位通航孔内应设置钢筒桩作为防碰护桩，入土深度为8m，其强度和入土深度足以阻挡船舶可能的撞击，其高度应该最高水位时露出水面以上1.5米，在航道纵向上两边分别要比桥梁宽出7.5米，以便通过船舶及早调顺航向，也保护两边的桥桩不受撞击护桩的密度为2米一根，桩顶采用槽钢进行连接，以分散撞击力，提高防护能力护桩与便桥桥桩的距离不小于1米，不与便桥桥桩有任何连结护桩应顺河道向设置，不得有相对于船舶行进方向的横向结构突出护桩之外3、 信号标志明显根据施工水域的通航条件，报海事部门同意后，在距作业区两端500以外的航道右侧（面向桥梁的右手一侧）设“注意施工（代码117）”、“限制高速（代码404）”、“高度受限（代码116）”等交通安全标志施工水域两端或适当位置，放大公示海事部门为该工程发布的航行通告在施工水域两端或通航孔上方设置“ＲＹ”号旗和相应灯光标志（垂直显示绿红光环照灯）通航孔参照桥涵标标示通航孔（面向河流下游左绿右红，导航灯光可设置在防碰护桩上），并在通航孔的右侧显示通航净高标尺。
4、照明灯光控制通航孔内设有投向水面的适度照明施工区域的强烈灯光，应航道两端的方向妥善遮蔽，并不应干扰和混淆信号灯的显示5、值班守候施工单位２４小时派人值班，指挥过往船舶通过施工航段6、施工船舶单位资质、证照齐全有效船舶所在单位要有拆、建桥资质，船舶的用途要写明确拆、建桥，船舶、船员、吊机操作人员的证书齐全而且在有效之内4.1 application of the Chinese language application for proxy bidding agency application system. 4.2 bidding agent applications should be submitted by the Agency included in the 5th chapter of the content, and than select file asked to provide appropriate documentation. 4.3 proxy application shall affix its official seal coding and page by page in the specified location. Agent a copy of the application shall have to number the pages and signed original copy (copy) (including supporting documents), and copy should be exactly the same. 4.4 application there shall be no loose pages. 4.5 agent application should be complete with indelible ink (powdered) prints, the agent shall not alter any page of the application. 4.6 bidding agencies offer should be based on the interim measures for the management of tendering agent's service charges (meter prices [2002]1980) rules of the Nineth, tender agent service charges using the difference progressive billing rate. Charges in accordance with the tendering agent's service charges and, in conjunction with the provisions of the specific circumstances of the project shall not be floating up and down-floating range must not exceed 20%, otherwise the application cannot pass compliance checks, be invalidated. Due to bidding agency selection and principal-agent contracts signed during charging base bid amount has not yet been produced, it can only be according to the rates of price, bid and the bid amount determines after the end, controlled response rates calculated shall pay tender fee (tender agency fee accounts for the actual bidding agent item for fares). Than the selected person tendering agent's service charge control the upper and lower limits, Cap for the State Development Planning Commission of the interim measures for the management of tendering agent's service charges (meter prices [2002]1980) of tendering agent's service fees under 100%, the lower limit for the State Development Planning Commission of the interim measures for the management of tendering agent's service charges (meter prices [2002]1980) of tendering agent's service fees under 80%. Tendering agent's service charge base should include the following tenders: construction, supervision and material over the above tenders are expected to be important, with each tendering agency entrusted with tender bid amount as a base for a separate computation of tendering agent's service fees. Tendering agent's service fee payment in accordance with the General Office of the State development and Reform Commission on tendering agent's service charge of notification on the relevant issues (the change price [2003]857). Sale of prequalification documents and solicitation documents going to choose all, pricing should be based on the principle of profit not files, must not violate the relevant provisions in the price Department. 4.7 requirements in the form of application proxy application shall be prepared in the 5th chapter of the format. Application of various supporting documents should be requested by the selection of files grouped by order. Comparison and selection of the bidding agencies must provide supporting documents required by the file; the file you selected does not have the required supporting documents, bidding agency acknowledged the need to provide, or you can provide. Proxy application shall be bound, and page-by-page coded in the order. 5th chapter application format notes: bidding agent ...19。