1、专业好文档枣阳市蓝天花卉服务中心项目可行性研究报告第一章 总 论1.1 项目提要1、项目名称：枣阳市蓝天花卉服务中心2、项目承办单位：枣阳市蓝天花卉有限公司3、项目法人代表：4、项目建设主要内容：（1）建设占地20亩的高档花卉生产基地一处。年供应乔木、灌木、盆栽花卉苗木共10万株，出租花卉9万盆，辐射带动枣阳花卉苗木服务产业发展；（2）建设占地4亩的花卉生产大棚一座，面积2800平方米；（3）花卉展示大厅200平方米；以上建设项目拟定于2006年12月开工，2007年5月竣工。5、项目承担单位：项目承担单位为枣阳市蓝天花卉有限公司，公司成立于2006年，为独立法人独立民营企业，注册资金200万2、元。公司专门从事城市园林绿化景观工程的景观设计、施工和养护管理，从事城市园林绿化植物材料花卉、苗木的生产经营和花卉租凭业务。公司经理 有多年从事花卉生产和租赁的从业经验，管理经验丰富，管理三模式先进。公司下设办公室、设计工程部、财务部。现聘请有高级园艺师从事花卉的生产和管理，设计施工专业人员8人，配备了大批先进的园林工程设计、施工、养护管理用的先进机械设备和工程用车。公司坚持“以人为本，科技兴业”的指导思想，运用“现代化、规范化、人性化”管理制度，注重企业的文化建设；坚持 “以市场为导向，以诚信为根本”的经营思想；立足建设一流园林，提供一流服务的理念，创办现代企业。6、建设地点：枣阳市北城办事3、处八里村。7、投资规模：概算总投资332.71万元，其中，土建投资158万元(含基本预备费15万元)，设备投资174.71万元。 8、资金筹措：项目自筹资金投入200万元，占项目总投入60.11%；银行贷款133万元，占项目总投入的39.89%。9、建设期限：2006年12月开始建设，至2007年5月完成全部投资计划并建成使用。10、经济和社会效益：项目年利润33.95万元。通过苗木基地带动周边60户农户，发展苗木200亩，使从业农民人均纯收入6000元以上。1.2 结论与建议一、综合评价项目的在地属枣阳城区，水电路邮畅通，建设环境优；建设区位于枣阳市新开发的枣刘公路和东环路交界路段，东环路大4、道为孝襄高速公路与寺沙省道连接线，环境好，基础设施齐全，建设条件好；当地政府支持，单位实力雄厚，建设资金有保障。实施本项目，符合国家、省、市的行业规定和产业政策，是增强基础设施建设和发展经济的需要。项目属公益性基础设施建设项目，综合运用现代建筑技术、园林设计技术，在建设过程中利用注意环境保护控制，对环境无污染、对生态无破坏，项目优势条件均已具备。二、结论项目整体规划突出花卉园林设计，满足枣阳市向中等城市迈进对园林绿化业的需求和枣阳市宾馆酒店行业对花卉租赁业需要的重点，指导思想明确，采用技术先进，建设组织完善。实施该项目，有利于解决枣阳城市绿化水平，提高城市形象，促进地方经济发展，项目切实可行。5、三、建议项目有良好的建设基础，项目选址科学合理，当地领导重视，承担单位经济力量雄厚，组织机构建全，项目建设有保障，建议尽快立项实施。在项目建成后，需要不断地健全管理体制和运行机制，同时希望处理好技术的先进性与适用性，为确保项目发挥更好的社会效益创造一切有利条件。1.3 可行性研究报告编制依据本研究报告编制依据：一、建筑设计规范；二、温室设计标准三、钢结构设计规范（GBJ17-88）四、枣阳市十五发展规划和2010年目标发展规划；五、枣阳市发展计划局关于对建设枣阳市蓝天花卉生产基地的申请的批复；六、国家计委、建设部1993年颁布的建设项目经济评价方法与参数的财务分析要求。第二章 项目背景2.1 6、项目由来随着生产力水平和社会文明程度的提高，生态环境建设和城乡绿化、家庭美化成为建设社会主义新农村和改善人民群众生活质量的重要组成部分。花卉、园林苗木的生产是农民群众特别是青年人创业的一条重要渠道。枣阳市蓝天花卉有限公司充分利用优越的自然气候条件和良好的群众基础，大力发展园林绿化苗木、花卉产业及花卉租赁业，以满足社会日益增长的绿化苗木、花卉市场需求。2.2 项目提出的必要性和依据（1）项目建设是保护环境与发展经济的需要。保护环境与发展经济，已成为当今国际社会普遍关注的重大问题。传统工业化道路所造成的全球性资源紧缺、环境污染和生态恶化，对人类的生存环境和身心健康已构成日益严重的威胁。同时，城市化7、伴随着诸多的心理和生理疾病，保护和改善生态环境，让森林进城、园林下乡，创造和谐的居住环境正成为当今社会的共识。因此，加快城乡绿化一体化进程，意义十分重大。（2）项目建设是促进城市可持续发展的需要。枣阳市是近年新发展的旅游景区，旅游资源非常丰富，但景区的美化、城市的绿化与一些旅游业发达地区相比还有差距。因此，建立大型花卉基地，培育大量花卉苗木，美化、绿化景点，提升城市品位，已成当务之急。而该项目的建设也正是加快建设“和协枣阳，风景城区”，改善生态环境、提升城市品位，促进枣阳旅游业及城市可持续发展的需要。（3）项目建设是宾馆服务业发展的需要。枣阳市宾馆服务业较为发达，全市有四家星级宾馆酒店，正在筹8、建的还有两家四级星级高档宾馆，此外，城区还有大大小小的宾馆、招待所、旅店200多家，客户4000多间。但这些年来枣阳尚一家花卉出租公司，宾馆酒店及其它的活动所需的花卉、装饰用品多由宾馆酒店自备或生产或用干花、假花代替，宾馆酒店受自身生产条件和设备技术的限制，产品质量差、品种短缺，致使宾馆酒店档次提不上来，服务水平不高，效益低下。在当前的有时时机下发展花卉租赁业，不仅可满足宾馆酒店来的需求，还可提高枣阳服务业档次和水平，更可获取较高的收益。（4）项目建设也是社会文明进步和区域经济发展的需要。随着现代人生活节奏的加快，建立一个环境优美的生活和工作环境，对人们的身心健康十分重要。同时，发展花卉苗木基9、地对促进当地农业结构调整、推动地方经济发展、满足社会对花卉苗木的需求以及带动当地青年创业都具有十分重要的意义。第三章 项目区基本概况项目区位于枣阳市北城办事处八里村，距城区中心3公里。枣刘公路和东环路横穿、纵贯项目区，地理位置优越，交通十分便利。项目区内无线通讯，长途程控电话普及，基地中心实现微机联网，开通传真业务；水利资源丰富，项目区内现有机井1眼，能够全部灌溉，地下水源充沛，水质优良，无污染，矿化度平均低于1.5克/升，为花卉苗木种植奠定了良好基础。1、四季特征春季，太阳平均辐射量30.1千卡/平方厘米,占全年辐射量27.1%。枣阳处于冷暖空气交替往过地带，气温升降剧烈。夏季，气温高，降雨10、集中，太阳辐射量39.8千卡/平方厘米,占全年辐射量35.8%,平均气温32度,易造成洪涝,同时因受温热带高压脊控也会出现“伏旱”天气。秋季，太阳辐射量23.7千卡/平方厘米,占全年辐射量21.3%,天气凉爽,时有“秋旱”出现。冬季，太阳辐射量17.5千卡/平方厘米,占全年辐射量15.7%,日均低于0度天数一般为15天左右。2、主要气候要素光能，枣阳全年日照为2100小时左右，日平均5.8小时,夏季高,冬季少,平日照率48%。太阳年辐射量项目区为111.1千卡/平方厘米。气温，项目区年平均气温15.4度,7月最热,元月最冷。地温随气温同比变化。降水，枣阳是湖北省降水量最少的地区之一，年降水量811、50950MM，夏季最多，占全年降水量45%，春季29%，秋季21%，冬季5%。霜雪期，无霜期平均269天，降雪日数为11天。风、蒸发量，年均风速2.9米/秒,最大风速24米/秒;年均蒸发量1750MM,最大蒸发量2227MM。3、灾害发生寒潮 春季冷空气活动多，并有阴雨天气，平均5年三遇。暴雨 平均2.8年一遇,出现在5至8月。干旱 项目区每年有不同轻重的旱情，多出现在夏秋季节，年均1.4次;持续50天以上旱情7年一遇;秋旱2年一遇,影响秋播的4年一遇。秋寒 2年一遇，主要对晚秋作物有害。秋连阴雨 持续6天以上1.5年一遇,持续10天以上3年一遇,影响秋种。（2）地形、地貌及土壤地形、地貌 12、项目区为低岗水田区，可改造性强。4、土壤 项目区岗地主要为第四纪黄褐土母质发育而成的水稻土。为淹育型 、潜育型分布。土层深厚，耕作层18CM以上，土松绵软，宜耕期长，保水能力强，供肥快。5、土壤肥力（1）有机质含量。项目区土壤有机质含量高于2%，为枣阳较好的土质条件。（2）氮含量。项目区土壤全氮含量0.1%。（3）全磷含量。项目区土壤含磷低，含磷量低于0.089%。 （4）速效钾含量。项目区土壤钾含量相对丰富。6、水资源 地表水 项目区西临沙河，沙河全长80多公里，最大水流量1876M3/秒,最小0.38M3/秒,八里村在沙河建有提水泵站一座，装机55KW，流量0.15M3/秒,可为项目提供水13、利支持,另外项目区的一个库容5万立方米堰塘,用以蓄水，保证干旱季节用水。地下水 项目 区60M以下为新第三纪，地下水蕴藏量丰富，水质矿化作用小，中性淡水，适于灌溉。7、田间工程现状项目区交通便利，基础设施完善，水、电、路畅通，便于项目建设和成果转化。项目业主已经投入了大量的人力和资金，进行了基础设施建设，先后完成了土地治理、农田渠网建设和硬化等。第四章 项目建设的有利条件 4.1 业主从业多年，有着丰富的花卉生产经验业主有着20余年苗木栽培、管理的从业经历，靠培育苗木发家致富，成为枣阳培苗木、花卉能手。4.2 承办单位实力雄厚枣阳市蓝天有限公司现有资产200多万元，有着近30年的苗木经营史，拥14、有先进栽培管理技术。公司技术人员8人，是一家以市场为导向，以诚信为根本，集专业性、技术性、科学性、经营性于一体的园林企业。主要负责城建、单位的绿化工程。现正以一流的管理、一流的队伍、一流的工程、一流的服务，构筑一流园林绿化工程企业，企业发展潜力巨大。4.3 近郊优势明显，市场前景广阔项目区距离枣阳城区仅3公里，水、电、路、通迅等条件优越，有利于苗木销售，适合发展花卉，苗木产业。随着十堰武汉汽车走廊的建设和枣阳市向中等城市迈进战略的实施，城区建设步伐进一步加快，大学工业园区、住宅小区开发等建设日新月异。新城区需要新绿化，这为该项目的实施及项目承办单位的再发展提供了历史发展机遇。4.4 各级领导十15、分重视枣阳市北城办事处把花卉苗木生产作为农业结构调整的重要战略措施，列入平原地区农业发展的支柱产业之一，研究制定了鼓励发展的政策、措施，成立了专门工作班子，帮助解决工作中遇到的困难和问题。项目区八里村也立足实际，支持项目建设，并希望通过该项目的建设，引导、鼓励群众大搞花卉苗木生产，努力使这一产业成为农业增效，农民增收的优势产业，成为建设社会主义新农村的一大亮点。第五章 市场前景分析从国际社会来看，花卉苗木产业已成为世界上最具活力的三大朝阳产业之一，苗木花卉产品已成为国际贸易的大宗商品，消费量迅猛增长。据统计，1985年世界花卉苗木消费额150亿美元，1998年接近300亿美元，1991年开始，16、我国的花卉绿化苗木市场需求量以平均每年30%以上的速度增长。世界上著名的花卉绿化苗木企业都把目光瞄准了中国市场，许多国家纷纷向中国输出种子、鲜花、种球等产品或建立花卉苗木生产基地，试图抢占中国的花卉绿化苗木市场。从项目产品主销的枣阳市来看，市委、市政府制定了“至2010年，力争全市所有可绿化国道、省道、铁路、河渠、堤坝全面绿化，可绿化里程绿化率平均达到90%以上”。为项目带来了良好的商机和发展机遇。项目从事的花卉租赁业主要对象是城区的酒店宾馆和各种庆典、节日装饰工程、展示工程。若按每间客房一盆鲜花（盆景）的最低消费量计算，每15天为一个轮换周期，年均业务量为97300盆，项目达到日租100盆的17、租赁规模后即可采取低价略，可保证企业的竞争力，促使同业的小竞争者退出市场，使企业立于不败之地。另外，中央提出了建设社会主义的新农村的目标要求，乡村面貌的改善以及绿化、美化，都将为花卉苗木产业的发展提供了广阔的市场前景，花卉苗木市场供应完全呈日趋增长之势。 第六章 项目建设内容及投资估算本项目主要建设内容为花卉苗木生产基地和花卉展示大厅建设。总投资332.71万元。6.1 征地费用该地块土地使用权以出让方式取得，土地开发实行“统一规划、合理布局、综合开发、配套建设”的方针。该项目建设用地按如下程序进行：申请选址：向土地管理部门提出用地申请，经同意后进行选址。制订方案：由土地管理部门组织用地单位、18、被征地单位及有关部门，对选址范围的人口、土地和房屋等进行调查研究制定补偿方案。申请批准：向枣阳市人民政府正式申请审批，批准后的征地方案，由城市规划部门核定“红线图”，发出规划许可用地通知。发布用地通告：由城市土地管理部门发出具有法律效力的用地通告。签定补偿、安置合同：由用地单位的法人代表与土地所有者或原有土地使用者或他们的委托人，按平等互利、等价有偿和协商一致的原则签定合同或协议，并经土地管理机关签证。发证：由土地管理部门签发准许使用土地的证明。项目土地采取政府国有土地划拨，划拨价5万元/亩，项目共需支付土地费用：24*5=120万元。6.2 苗木生产基地总规模24亩，其中，建设花卉温室28019、0平方米。（1）整理土地24亩，每亩500元，需投资1.2万元。（2）建设低压输水管道1000米，投资2.4万元。（3）修建排水渠道300米，投资3.6万元。（4）新建双层充气膜自动温室,投资174.71万元。6.3 花卉展示大厅建设建筑面积200平方米，投资15.8万元。6.4 基本预备费项目阶段无法精确计算，按项目净资产投入的5%计取15万元。第七章 项目效益分析7.1 经济效益分析随着我国城市化进程的加快，苗木市场潜力巨大，社会效益和经济效益非常可观。（1）项目成本：购买种苗5万元;设备按20年直线折旧，不留残值，年折旧费8.3万元；土建工程按20年直线折旧，不留残值，年折旧费7.9万元20、；工资及福利人平年均1万元，项目从业8人，年开支8万元；花卉养护费用2万元；利息支出9.04万元；财务费用（含税）5万元。项目年总成本45.24万元。（2）项目收入：平均年销售花卉苗木10万株，单株5元，销售收入50万元；年花卉租赁 9.73万盆，每盆收入3元，收入29.19万元。项目年总收入79.19万元。（3）利润：项目年利润=79.19-45.37=33.95万元利润率=33.95/332.71*100%=10.2%投资回收期=10年7.2 生态效益（1）保持水土，净化空气，减少污染；（2）吸收和降低噪音。7.3 社会效益通过苗木基地带动周边农户60户，发展苗木200亩，增加就业130个21、，使农民人均纯收入6000元以上，农村闲散劳动力得到充分利用；通过推动应用科学技术，农民群众的劳动能力和科学文化素质得到提高，从而实现“科技兴农”目标。第八章 项目设计方案项目主要技术设计为充气温室设计。充气温室起源于本世纪60年代美国，由于其显著的节能效果(一般节能率在40左右，最高节能率达57)、低廉的造价和简单的构造，很快在世界范围内得到了推广和应用。从运行效果看，虽然双层充气膜温室的透过率较单层塑料膜或单层玻璃温室有所降低，由于密封性高，其节能的优点远远超出了上述缺点，符合现今建设节约型社会的需要。一、双层充气温室的构造从温室结构上讲，双层充气温室与单层塑料膜温室没有什么差别，其主要区22、别在塑料膜的固膜构造上。双层充气温室不用压膜线，只在塑料膜的四周固定，靠气泵或鼓风机来支撑塑料膜，使内层塑料膜紧贴温室骨架，外层塑料膜靠气压与内层塑料膜隔离，从而，形成空气夹层，产生保温作用。二、双层充气温室的材料与设备 1塑料膜 采用的塑料膜为聚乙烯膜，内侧膜用O1毫米厚膜，温室外侧膜用015毫 米厚膜。 配套塑料膜使用的胶带2.鼓风机 鼓风机用三台l30马力的离心风机，最大输出静压保持在25毫 米水柱。风机在上膜之前应先安装好，在风机的进风口还要安装一块挡流板，用于调节风机的流量和 间层空气的压力。风机与内侧塑料膜间的连接，可用帆布、塑料或镀锌铁皮，做成直径为l0厘米的波纹管，为避免风机导23、流管出口空气直接吹袭外侧塑料膜，在导流管出 口外，设置20厘米见方的导流板，将风机的鼓风直接吹向该导流板，再扩散到薄膜间层中。为了避免将高湿空气抽进双层塑料膜间层，遇冷后凝结 形成凝结水，风机的进风口安装在室外，减少外佣塑料 膜上凝结水滴，增加温室的透光率，避免凝结水在温 室内侧膜上积聚，形成水兜，损坏薄膜。3气压计用1米长 的透明塑料管制作。将透明塑料管内装入30厘米长的纯净 水，从一头20厘米处将塑料管弯起，形成u形管，在u 管上固定标尺，即做成一个简易的气压计。一 般要求该压力差35毫米水柱，最多不超过6毫米水柱。4备用电源要求有双路供电，有备用发电机组，或用蓄电池代替。三、主要性能指标24、参数1）温室结构 采用无铰拱架结构。拱顶、柱脚采用固结措施，增强温室骨架结构的整体刚度与稳定性。标准单跨度8米、开间3米、肩高2.83.3米，在雪载0.3KN/ m2、风载0.5KN/m2、作物吊重0.15KN/ m2及一定自重与施工荷载下，经结构优化设计，主体骨架结构的单位面积耗钢量为7.5Kg/ m2。温室骨架采用预制装配式结构，产品全部采用定型模具生产，热浸镀锌，耐用20年以上。2）温室覆盖材料 顶部采用双层充气薄膜保温覆盖系统，由整幅双层多功能长寿膜、铝合金固定卡具充气风机、止回阀、充气软管及控制装置组成。薄膜选用项目组最新研究的新一代PO多功能长寿薄膜幅宽10m、厚0.15mm。要求25、400760mm波段干净清洁、垂直入射的平均透光率为9 .04%；711m的远红外线阻隔率为50%60%，其拉伸强度为26.3Mpa，断裂伸长率为600，直角撕裂强度为100。3）保温与遮阳系统为了保温，除温室屋顶采用双屋薄膜充气外，北墙采用厚24或37砖墙，南墙采用8mm厚三层PC中空板或玻璃，东西侧墙采用双层充气薄膜卷帘（或铝合金推拉窗），并增设防虫网。遮阳系统由遮阳保温幕、传动机构与动力装置组成。夏季晴天可根据作物光照需求关闭进行遮阳与降温，冬季夜间可关闭保温。整个连栋温室，由一套动力装置统一启闭。4）自然通风与湿帘风机降温系统 设置天窗、侧窗进行自然通风，用于春秋季节的换气。湿帘风机降26、温系统由南山墙风机、北山墙湿帘组成主要用于盛夏季节、室外达300C以上高温时期的降温。5）热水采暖系统该系统主要是在寒冷季节或早春、晚秋夜间，在双层充气覆盖保温与地中热交换系统参与下，为了维持必要的室温而进行补充采暖。系统采用专用的热浸镀锌园翼形散热器，热水管路采用同程式布置加上周边按热负荷匹配散热管，全温室裁培床温度偏差小于是1.5C。为了适时调节室温，采用了管道泵与三向阀结合，按初冬，严冬热负荷大小投入管道泵台数，根据室温与设定温度的正负偏差，由三向阀调节供回水混合比，实现了分阶段改变流量的质调节，避免了太阳热负荷急剧变化时，采暖过时量的弊端。6）微灌施肥系统由施肥器、过滤器、电磁阀、管路27、接头、控制器或喷灌管道补偿型滴灌带组成。可实现手动和电动两种控制方式的切换。7）综合环境数据采集与自动控制系统采用以80C55Z单片机为核心的温室数据采集控制系统。设室内外温度、光照、室内湿度、室外风速等10多个参数的适时数据采集，两个月整时数据存储超限声、光报警。另外，预留有CO2浓度、土壤湿度等检测接口、微型打印机输出和上位机连接工口。第九章 组织管理与劳动定员9.1 组织管理该项目建成后，实行独立法人，项目实行董事会领导下的总经理负责制。根据项目的组成，公司下设总经理办公室、技术开发部、市场部、财务部、培训部、良种繁育部和行政部。总经理办公室负责协调公司内部与外部的日常事务性工作，制订公28、司的生产发展规划；技术开发部负责公司苗木新品种的引进；市场部负责产品的市场开拓、销售；财务部负责公司的财务结算工作；培训部负责青春创业人员的培训工作；良种繁育部负责苗木花卉的繁育；行政部负责公司的后勤、保卫工作。9.2 工作制度公司除试验基地部分年工作时间为365天外，其余岗位年工作时间为300天。其余岗位每天均为一班，每班工作8小时。9.3 劳动定员本项目劳动员共计8人。项目劳动定员表：序 号部 门人 员1总经理办公室12财务部13技术开发部24市场部4合 计109.4 劳动力来源本项目所需管理人员和技术人员从社会招聘解决。第十章 项目实施进度建议10.1 项目建设进度计划项目建设本着早建设29、早受益的原则，抓紧项目的实施。项目建设进度计划如下表：项目建设进度计划表年月份项目序号2006年2007年11121234561科研编制及审批2设计及审批3土建工程施工4员工培训5生产10.2 各项工作实施进度的建议本项目在可行性研究报告审批后，建设单位应抓紧初步设计编制和审批工作。在生产基地建设的同时，进行员工的培训工作，在规定时间内保质保量的完成项目建设任务。预计本项目2007年下半年投产。工程预算说明一、工程量计算根据建设单位要求及设计图纸进行计算。二、计价依据依据湖北省建筑工程消耗量定额及统一基价表2003、湖北省建筑工程费用定额2003、枣阳市2004（1）期选价信息及有关文件规定30、。三、经济指标本工程预算造价332.71万元，其中：1、土建造价158万元；2、设备及安装工程174.71万元；2006年11月30日编 制 说 明1、采用定额2003年湖北省建筑工程消耗量定额及统一基价表、湖北省装饰装修工程消耗定额及统一计价表、湖北省安装工程消耗量定额及单位估价表进行编制。土建主装修工程按当地建筑材料价格枣阳市建设工程造价信息2006（1）费用标准计算，设备及工器具购置费均按编制月（6月）当地市场调整价格计算。2、人工工资依据鄂200344号文湖北省建筑安装工程费用定额工程类别划分标准，确定本项目工程属于四类工程，土建工程人工费按30元/工日。安装工程按31.00元/工日，31、绿化工程及其它工程按30.00元/工日计。3、费率计取（1） 间接土建工程及其它工程按直接工程费的8计，安装工程扫人工40计，维修工程按人工费5.21，绿化工程及其它工程按人工费7.26计。（2） 计划利润土建工程按直接工程费2，维修工程、绿化工程按相应定额的人工费的8计，建筑工程的照明、采暖、通风、空调、给排水工程直接工程费、间接费之和的4计取。（3） 建筑工程，安装工程的税金均按直接费、间接费与计划利润之和的3.41计。（4） 勘测设计收费标准执行建设部，国家物价总局200210号关于发布工程勘察和工程设计收费标准的通知。4主要材料采用概算编制月的价格水平，公路运输执行鄂交运199204732、号文，搬卸力资杂费执行枣阳市价费字（89）号文，考虑物价上涨均作了适当调整，采购保管费执行省颁标准4。（1） 水泥42.5R水泥预算价270元/T，运至工地分别为230元/ T。（2） 钢筋各类型钢材预算价2520.53-2618.57元/ T，汽运至工地预算价3800.00元/ T。（3） 板枋材汽车运至工地，工程用硬木园木，园木预算价1300/元立方米，施工园木预算950元/立方米，模块枋材预算价950元/立方米。（4） 砂石料粗砂运至工地预算价20.00元/立方米，砾石预算55元/立方米。（5） 施工用水、用电施工用水由市自来水公司供给，按1.00元/立方米，施工用电由市电网供电，预算单33、价0.60元/KWH。5、设备购置主要设备原价采用生产厂家报介或按当地同类型号产品价格中。设备成套服务费按设备原价的0.2计取报告设备运杂费按设备原价，设备成套服务费、运杂费之和的0.7计取。工程取费表建设单位:展示大厅序号费 用 名 称计算公式或基数费率(%)金 额(元)一般土建取费表1直接工程费施工图工程量消耗量定额基价124078.96 2定额材料费定额材料费103387.20 定额人工费定额人工费20691.76 定额机械费定额机械费构件直接费土建构件制作直接费3构件增值税构件直接费费率7.054施工技术措施费9536.71 6施工组织措施费(1+3+4)费率1.82233.42 7检34、验实验费(1+3+4)0.2%0.2267.23 8主材价差主材用量(市场价-供应价)10979.59 9木材价差主材用量(市场价-供应价)10人工调整11机械调整12施工管理费(1+3+4+6)费率22716.98 13规费(1+3+4+6)费率协商项目14利润(1+3+4+6+7+8+9+10+11+协商项目费率22941.92 15不含税造价1+3+4+6+7+8+9+10+11+12+13+14+协商项目152754.81 16税金15费率3.415208.94 17含税工程造价15+16157963.75 18单方造价含税工程造价建筑面积789.82 工程预算建设单位：展示大厅 序 35、号定额号定额名称单位工程量定额基价定额合价第一章土、石方工程9357.66 1A1-18人工挖沟槽三类土深度4m以内100m31.39 1985.02 2755.19 2A1-27人工挖沟槽三类土深度4m以内100m31.58 2218.79 3496.66 3A1-39回填土、夯填100m32.45 1053.97 2582.60 4A1-42平整场地100m23.08 94.50 291.38 5A1-49单（双）轮车运土方运距50m以内100m30.47 493.20 231.83 第三章砌筑工程0.00 24869.63 6A3-2水泥砂浆基础水泥砂浆M7.510m34.04 163936、.05 6626.52 7A3-29混水砖墙1砖半砖混合砂浆M7.510m39.31 1794.71 16710.15 8A3-226-1砖明沟离墙现浇砼C10卵石40mm 塌落度305010m4.56 336.32 1532.97 第四章混凝土及钢筋混凝土工程0.00 11106.14 9A4-5-1现浇独立基础C20 现浇砼C20卵石40mm 塌落度30-5010m31.16 2124.36 2454.36 10A4-30-1现浇圈梁C20 现浇砼C20卵石40mm 塌落度30-5010m31.33 2566.25 3418.76 11A4-31-1现浇过梁C20 现浇砼C20卵石40mm37、 塌落度30-5010m30.12 2643.57 330.11 12A4-59-1砼散水面层一次抹光现浇砼C15卵石20mm塌落度1030100m20.33 1752.76 576.72 13A4-60水泥砂浆防滑坡道100m20.04 1131.55 40.83 14A4-100-1预制地沟面板C20现浇砼C200卵石40mm 塌落度103010m30.11 2499.43 283.63 15A4-297四类预制混凝土构件运距（KM以内）510m30.11 1536.25 173.60 16A4-543平板安装不焊接每个构件体积（m 3以内）0.2卷扬机10m30.11 347.88 3838、.98 17A4-641现浇构圆钢筋（mm以内）t0.24 3538.77 846.82 18A4-655现浇构螺纹钢筋（mm以内）12t0.53 3320.50 1759.18 19A4-656现浇构螺纹钢筋（mm以内）14t0.36 3253.85 1183.15 第五章厂库房大门、特种门、钢结构工程0.00 6983.09 20A5-31不锈钢平玻大门平开式门扇制作100m20.07 16915.41 1156.52 21A5-32不锈钢平玻大门平开式门扇安装100m20.07 3845.65 262.93 22A5-89钢屋架跨度（m以内）m32.17 2569.72 5563.64 39、第七章屋面及防水工程0.00 19227.03 23A7-2钢结构桁制作安装m36.32 1337.07 8453.92 24A7-9制安屋面油毡挂瓦条上铺设100m22.58 981.90 2530.55 25A7-12隔热层制作预制上安装100m22.58 1735.72 4473.30 26A7-14预制屋面板钢桁上铺设100m22.58 1462.54 3769.26 第十章混凝土、钢筋混凝土模板及支撑工程0.00 3425.78 27A10-16独立基础钢筋混凝土组合钢模板木支撑100m20.24 2576.43 628.77 28A10-69过梁组合钢模板木支撑100m20.15 40、4102.21 607.69 29A10-75圈梁、压顶直行组合钢模板木支撑100m20.94 2239.49 2103.22 30A10-167预制混凝土模板地沟盖板10m30.11 758.83 86.11 第十一章脚手架工程0.00 2592.05 31A11-1组合脚手架建筑面积100m22.16 489.41 1055.35 32A11-2综合脚手架单层6m以上每超高1m100m22.16 129.01 278.19 33A11-17外脚手架安全围护网18层檐主（m以内）28100m22.46 511.62 1258.51 第十二章 起重工程0.00 1336.37 34A12-1241、0m（6层）以内卷扬机施工100m22.16 619.73 1336.37 第一章楼地面工程0.00 14716.24 35B1-4砂石人工级配垫层10m32.07 988.37 2049.17 36B1-17-1混凝土垫层现浇砼C10卵石40mm 塌落度305010m31.66 1929.23 3195.29 37B1-27水泥砂浆楼地面厚20mm100m21.98 873.04 1725.08 38B1-31水泥砂浆踢脚板（底12mm面8mm) 大理石地面砖100m0.55 14138.48 7746.70 第二章墙柱面装饰工程0.00 5923.66 39B2-25水泥砂浆155mm砖墙42、100m20.79 906.15 717.06 40B2-36混合砂浆156mm砖墙100m22.35 775.68 1819.66 41B2-102砖墙、柱面拉条水泥砂浆1：3100m22.46 1134.69 2791.16 42B2-110分格嵌缝分格100m22.46 242.20 595.77 第四章门窗工程0.00 1519.16 43B4-265铝合金推拉窗100m20.07 21189.43 1519.16 第五章油漆、涂料、裱糊工程0.00 176.53 44B5132底油一遍其他木材面100m20.29 424.29 122.21 45B5-189调和漆二遍单层钢门窗10043、m20.07 498.17 34.06 46B5-209红丹防锈漆一遍单层钢门窗100m20.07 296.33 20.26 第七章脚手架工程0.00 886.41 47B7-1装饰满堂脚手架基本层3.6m高100m21.98 437.88 865.23 48B7-3装饰内脚手架简易（3.6m以内）内墙、柱、面100m23.14 6.75 21.18 第八章0.00 1443.98 49B8-1装饰建筑物垂直运输，20m（6层）以内卷100m22.16 264.96 1443.98 合计：103387.20 50定额人工费20691.76总计124078.96 主材价格与价差建设单位：展示大厅44、序号名 称单位数 量市场价供应价价 差价差合计132.5水泥kg30583.690.260.27-0.01-305.84 2磨砂玻璃m20.9980173024.555.455.44 3镀锌铁丝8kg12.114883.43.72-0.32-3.88 4镀锌铁丝12kg37.192773.83.91-0.11-4.09 5镀锌铁丝22kg7.8069784.44.92-0.52-4.06 6铁钉kg98.535143.54.51-1.01-99.52 7钢珠 32.5mm个2.14713910.7310.50.230.49 8平面橡胶板 &=2mmm21.20884315.314.980.3245、0.39 9平面橡胶板 &=3mmm20.27976522.9522.450.50.14 10安全网m23.53835117.817.390.411.45 11草板纸80张40.456560.910.890.020.81 12草袋m248.8787911.18-0.18-8.80 13电焊条kg34.149023.54.89-1.39-47.47 14组合钢模板kg101.06953.653.570.088.09 15零星卡具kg8.1985743.910.090.74 16钢拉杆kg88.627123.593.490.18.86 17支撑钢管及扣件kg14.585483.593.490.1146、.46 18钢管底座个0.87015915.9815.630.350.30 19扣件螺栓个138.25140.330.320.011.38 20铸铁垫板三角形kg7.5632862.52.440.060.45 21钢垫板夹板kg153.76683.183.110.0710.76 22门铁件kg6.7312043.593.510.080.54 23五金铁件kg28.514833.593.510.082.28 24专用螺母垫圈3型kg0.4958021.721.680.040.02 25水m380.9676412.12-1.12-90.68 26电度888.94060.60.550.0544.4547、 27砂纸张3.7151080.30.220.080.30 28木柴kg0.1332290.250.210.040.01 29支架kg1.5507343.593.490.10.16 30锯木屑m30.2000043.933.840.090.02 31标准砖千块73.7731170180-10-737.73 32粘土脊瓦块74.306171.21.66-0.46-34.18 33预制板m2115.8355800712.7187.2910111.28 34粗砂m30.0032062250-28-0.09 35大理地面砖m392.64135140-5-463.20 36砾石10mmm319.134648、75554119.13 37卵石40mmm342.3696355505211.85 38卵石20mmm31.038499555233.12 39石灰膏m32.729516126.967947.96130.91 40板条1000308mm百根5.53518765.2163.611.68.86 41竹脚手板m216.196731914.394.6174.67 42扁钢T0.04809738002422.51377.566.25 43角钢T 0.14389136002520.51079.5155.33 44角钢kg201.97623.62.531.07216.11 45加固钢丝绳kg0.06052249、6.786.630.150.01 46钢丝弹簧L95个0.5539193.113.040.070.04 47圆钢T0.247338002520.51279.5316.41 48螺纹钢筋T0.56073338002618.61181.4662.47 49螺纹钢筋T0.38477838002618.61181.4454.59 50钢板T0.07294736003393.5206.5215.07 51钢管kg97.994053.62.720.8886.23 52螺母kg5.3949037.187.020.160.86 53螺栓kg6.8057555.295.170.120.82 54熟桐油kg2.350、7800612.512.51-0.01-0.02 55清油kg0.272151610.935.071.38 56防腐油kg18.96232151.2313.77261.11 57防锈漆kg8.4851497.59.52-2.02-17.14 58调合剂kg4.1443767.58.53-1.03-4.27 59催干剂kg0.0711847.136.950.180.01 60石油沥青30kg0.36994821.810.190.07 61石油沥青油毡350m2288.893922.34-0.34-98.22 62油灰kg1.1206651.231.20.030.03 63隔离剂kg15.308951、45.745.610.131.99 64汽油kg21.900264.143.630.5111.17 65油漆溶剂油kg2.6525612.32.48-0.18-0.48 66酒精kg0.0525062.42.82-0.42-0.02 67漆片kg0.0124252224.11-2.11-0.03 68氧气m32.6605772.42.20.20.53 69乙炔气m31.15914313.3512.940.410.48 合计10979.59 工程取费表工程名称：双层充气膜温室工程序号项目费率（）计算式金额取费人工费一定额直接费573174.7536二取费人工费0182675.28 三脚手架搭拆费52、17二1731054.7976四计划利润36二2647495.5728五企业管理费18.44二18.44.33685.32163六劳动保险费10.33二10.3318870.35642七主材费803311.2八营业税6.41（一+二+三+四+五+六）6.4156853.88486九含税总造价1747121.17 施工图预算表定额编号名称及规格单位数量单价合价主材费合价其中人工费合价其中人工费单位数量单价合价11382钢结构制安T1142213.08484.42252291.12 55223.88T114410046740011-1498预埋金属结构制作100kg55.5442.75209.1253、4572.63 11605.05T6.0637002242211-1450预埋结构安装100kg55.5209.56135.9211630.58 7543.56001399金属结构刷红丹防锈漆100kg55.534.5510.251917.53 568.8750013-104金属结构刷银粉漆100kg55.524.89.841376.40 546.12001708轴流通风机台18206.36114.83714.48 2066.4台1828005040013-补50充气膜安装10m282551.4328.742429.75 23677.510m2825786435013-补50遮阳幕安装10m254、82551.4328.742429.75 23677.5002366动力配电柜台3173.896.91521.40 290.73台312000360002368控制柜台9201.79117.471816.11 1057.23台92700243003364温度巡检屏台3179.33102.5537.99 307.5台368002040010455铂电阻测温台6032.5513.941953.00 836.4只601659900133人工挖柱基坑10m31.951244.141233.962426.07 2406.2200138平整场地10m294.0861.4361.435779.33 577955、.33008-336独立基础（砼）10m318.91996.47282.7537733.28 5343.98006-1263阀门 DN50个21624.5711.535307.12 2490.48个2161532406-1262阀门 DN40个10821.779.732351.16 1050.84个1082021606-634碳钢管件（丝接）DN5010个43.2111.9275.314834.94 3253.39个432625926-633碳钢管件（丝接）DN4910个21.688.6959.681915.70 1289.09个216510806-647碳钢管件（变径）654710个21.656、254.6977.225501.30 1668.00个2164.59726-29碳钢管 40 10m144255.9662.836858.24 9043.2m14402028800636碳钢管 2510m60171.0544.8610263.00 2691.6m600127200635碳钢管 2010m165132.0539.1421788.25 6458.1m1650813200631碳钢管 6510m10.843.1421.34465.91 230.47m108252700630碳钢管 5710m32.431.0416.671005.70 540.11m324185832623碳钢管 1557、10m1082714.912916.00 1610.28m10809972062845管道支架制作安装100kg80.64605.63249.7448838.00 20139.03kg80643.830643.2合 计573174.75 191394.82803311工程名称：双层充气膜温室工程Editors note: Judson Jones is a meteorologist, journalist and photographer. He has freelanced with CNN for four years, covering severe weather from torn58、adoes to typhoons. Follow him on Twitter: jnjonesjr (CNN) - I will always wonder what it was like to huddle around a shortwave radio and through the crackling static from space hear the faint beeps of the worlds first satellite - Sputnik. I also missed watching Neil Armstrong step foot on the moon a59、nd the first space shuttle take off for the stars. Those events were way before my time.As a kid, I was fascinated with what goes on in the sky, and when NASA pulled the plug on the shuttle program I was heartbroken. Yet the privatized space race has renewed my childhood dreams to reach for the star60、s.As a meteorologist, Ive still seen many important weather and space events, but right now, if you were sitting next to me, youd hear my foot tapping rapidly under my desk. Im anxious for the next one: a space capsule hanging from a crane in the New Mexico desert.Its like the set for a George Lucas61、 movie floating to the edge of space.You and I will have the chance to watch a man take a leap into an unimaginable free fall from the edge of space - live.The (lack of) air up there Watch man jump from 96,000 feet Tuesday, I sat at work glued to the live stream of the Red Bull Stratos Mission. I wa62、tched the balloons positioned at different altitudes in the sky to test the winds, knowing that if they would just line up in a vertical straight line we would be go for launch.I feel this mission was created for me because I am also a journalist and a photographer, but above all I live for taking a63、 leap of faith - the feeling of pushing the envelope into uncharted territory.The guy who is going to do this, Felix Baumgartner, must have that same feeling, at a level I will never reach. However, it did not stop me from feeling his pain when a gust of swirling wind kicked up and twisted the parti64、ally filled balloon that would take him to the upper end of our atmosphere. As soon as the 40-acre balloon, with skin no thicker than a dry cleaning bag, scraped the ground I knew it was over.How claustrophobia almost grounded supersonic skydiverWith each twist, you could see the wrinkles of disappo65、intment on the face of the current record holder and capcom (capsule communications), Col. Joe Kittinger. He hung his head low in mission control as he told Baumgartner the disappointing news: Mission aborted.The supersonic descent could happen as early as Sunday.The weather plays an important role 66、in this mission. Starting at the ground, conditions have to be very calm - winds less than 2 mph, with no precipitation or humidity and limited cloud cover. The balloon, with capsule attached, will move through the lower level of the atmosphere (the troposphere) where our day-to-day weather lives. I67、t will climb higher than the tip of Mount Everest (5.5 miles/8.85 kilometers), drifting even higher than the cruising altitude of commercial airliners (5.6 miles/9.17 kilometers) and into the stratosphere. As he crosses the boundary layer (called the tropopause), he can expect a lot of turbulence.Th68、e balloon will slowly drift to the edge of space at 120,000 feet (22.7 miles/36.53 kilometers). Here, Fearless Felix will unclip. He will roll back the door.Then, I would assume, he will slowly step out onto something resembling an Olympic diving platform.Below, the Earth becomes the concrete bottom69、 of a swimming pool that he wants to land on, but not too hard. Still, hell be traveling fast, so despite the distance, it will not be like diving into the deep end of a pool. It will be like he is diving into the shallow end.Skydiver preps for the big jumpWhen he jumps, he is expected to reach the 70、speed of sound - 690 mph (1,110 kph) - in less than 40 seconds. Like hitting the top of the water, he will begin to slow as he approaches the more dense air closer to Earth. But this will not be enough to stop him completely.If he goes too fast or spins out of control, he has a stabilization parachu71、te that can be deployed to slow him down. His team hopes its not needed. Instead, he plans to deploy his 270-square-foot (25-square-meter) main chute at an altitude of around 5,000 feet (1,524 meters).In order to deploy this chute successfully, he will have to slow to 172 mph (277 kph). He will have72、 a reserve parachute that will open automatically if he loses consciousness at mach speeds.Even if everything goes as planned, it wont. Baumgartner still will free fall at a speed that would cause you and me to pass out, and no parachute is guaranteed to work higher than 25,000 feet (7,620 meters).I73、t might not be the moon, but Kittinger free fell from 102,800 feet in 1960 - at the dawn of an infamous space race that captured the hearts of many. Baumgartner will attempt to break that record, a feat that boggles the mind. This is one of those monumental moments I will always remember, because th74、ere is no way Id miss 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