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'XX县XX村饮水安全项目饮水安全工程初步设计书第1章工程概况1、1项目区基本情况××省××县××村饮水安全工程位于××县黄荆乡××村，该工程是我县最干旱地区之一，水资源十分贫乏。目前该工程项目设计供水区域为××庄、樟树、覃家、唐家、龙里、竹山、陈家岭、伍家等8个居住院落。饮水总人口为1330人，其中××庄450人、樟树50人、覃家220人、唐家160人、龙里70人、竹山80人、陈家岭150人、伍家150人。项目地区由于受“水”这个“瓶颈”的制约，该地区经济发展缓慢。人均年收入在1200元左右，在这里居住的村民长期靠人力从几里路以外的地方去挑水，生活条件极差，祖祖辈辈盼望着能解决饮水问题。为了让该地区村民能够饮上清洁的自来水，县委、县政府为此把解决××村人畜饮水的问题提到了政府工作日程上来。可由于我县是国家贫困县，财政很难拿出一部分资金来，故而工程一拖再拖。因而，在此恳请上级有关部门给予资金支持。1、2工程概述××村饮水安全工程设计从红土庵地段兴建一水井作为本工程水源点，通过从该井提水至猪草岭水厂，经水处理净化以后经输水管路至各饮水用户。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书第二章项目建设的必要性与可行性2、1项目建设的必要性2、1、1是改善当地居民生活条件的需要由于长期以来水源短缺和水质不卫生，致使当地居民饮水困难，靠人工挑水花费了大量的人力和时间，不卫生的水质对居民的身体健康造成了很大的危害。项目实施后，可以从根本上解决该地区居民的饮水困难，降低疾病的发生率，保障该地居民的身体健康，改善该地居民生活条件，从而提高该地居民的生活水平。2、1、2是促进经济发展的需要由于受“水”这个“瓶颈”的制约，该地区经济发展缓慢。项目实施后，将解决人畜饮水和工农业用水的矛盾，使该地区经济得到快速发展。在农业上，既可以使该地区的耕地、果园得到有效灌溉，使产量大大提高，又可以大力发展养殖业。从而从根本上找到一条解决“三农”问题的办法。2、2项目建设的可行性1、有县委、县政府的高度重视和各职能部门的全力协助××-41-
XX县XX村饮水安全项目饮水安全工程初步设计书村饮水安全工程，曾多次提到县委、县政府的议事日程，按照县委、县政府的指示，县水利局专门组织技术人员进行了实地勘探、规划设计，早已形成了初步的工程方案，但由于我县系国家级贫困县和老少边穷山区，县财政极为困难，因而一直不能实施，如上级部门能给予资金上的支持，县委、县政府将全力以赴落实配套资金和组织实施本项目。2、有充足良好的水源本项目饮水井源水通过在县卫生防疫站直接取原水样化验，水质就已达到了国家Ⅱ级饮用水标准，只需进行消毒即可直接饮用，因此该项目水源的水质也相当好。3、有全村干部居民的大力支持全村干部居民要求用自来水心情十分迫切，愿望强烈，积极性空前高涨。全村干部居民深受用水不便之苦，强烈要求上级有关部门尽快实施人畜饮水工程，从根本上根除长期以来受水的制约而导致的贫困生活。连该项目去周边能受益于本工程的群众也纷纷表示愿意全力支持该项目建设。因此，实施本项目顺民心，合民意，是人心所向，众望所归，是为民办实事、做好事的具体体现，是落实“三个代表”、关心群众疾苦、为民排忧解难的具体行动，项目条件成熟，切实可行。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书第二章水量平衡分析3、1需水量分析计算3、1、1日需水量分析计算本工程设计供水人口1330人，居民生活用水按100L／人·d计算，2005年该区域共饲养牲猪600头，日用水量按20L／头·日计算，则该地区近期（2005年）日需水量计算如下：××村饮水安全工程需水量分析计算表项目人饮用水牲畜用水其他用水总计设计水平年各项计算参数1330600供水定额100L／人·d20L／头·d日供水量（m3）1331235180日变化系数1.41.15最高日用水量（m3）186.213.835235最高日均时用水量（m3）7.760.581.469.8时变化系数1.631最高日最大时用水量（m3）12.421.741.4615.62从上表可以得出：该工程日需水量为：235m3/日。3、1、2年需水量分析计算-41-
XX县XX村饮水安全项目饮水安全工程初步设计书该工程年需水量为：235×365＝85775m3。考虑到水厂5％的自身消耗水量以及未可预见的管道10％的水量损失，本次设计近期（2005年）日供水量为：235×（1+15％）＝352.5m3/日，年供水量为352.5×365＝12.87万m3。3、2水源地来水量分析计算经地质、水文技术专家实地勘测、计算，取水井址选在红土庵处，该井源点多年平均流量为0.011m3/s，最枯流量为0.042m3/s，多年平均流量为34.69万m3。完全满足需水量要求。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书第四章工程方案设计4、1水源选择4、1、1水源水量条件本工程水源点设在红土庵地段，经地质、水文专家勘测、计算，该井源点多年平均流量未0.011m3/s，最枯流量未0.042m3/s，多年平均流量为34.69万m3。完全满足需水量要求。4、1、2水源水质条件经县卫生防疫部门取原水样进行化验，其结果表明：该水源水质达到国家Ⅱ级生活饮用水标准，故本水源水质完全满足饮水要求。4、2水厂选址经过水利局组织技术专家实地勘测、设计，本阶段初步拟定水厂兴建在猪草岭上。4、3工程建设任务与规模4、3、1工程建设任务本工程设计饮水区域为××庄、樟树、覃家、唐家、龙里、竹山、陈家岭、伍家等8个居住院落，总人口为1330人，牲畜600头。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书4、3、2工程规模工程建设规模为：①兴建取水井一处；②兴建提水机埠一座；③兴建沉淀池一座；④兴建快虑池一座；⑤兴建清水池一座，容积为250m3；⑥输水管路总长8.1km。4、4工程方案设计4、4、1水处理本工程由于原水水质较好，故只需对原水稍做处理即可饮用，其具体水处理工艺流程为：消毒（加氯）原水沉淀池快虑池清水池4、4、2主要建筑设计4、4、2、1水源井工程水源井点兴建在红土庵地段，水源井口直径D＝1.5m，井深H＝8.5m，井壁采用C20钢筋砼衬砌。4、4、2、2提水机埠设计本工程设计提水扬程为32m管路总长250m（其中进水管长6m，出水管长244m），经作分析计算，采用流量为75m3/h，配套电机功率为15kw。进出口管径为100mm。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书机房按简易砖砼设计。基本尺寸为2m×2m×2m。4、4、2、3平流沉淀池设计本阶段平流沉淀池设计包括流入装置、流出装置、沉淀区、污泥区、排泥和排污浮渣等。具体结构和尺寸详见沉淀池结构图。4、4、2、4快虑池设计具体结构和尺寸详见快虑池结构图。4、4、2、5清水池设计根据项目地区需水量要求以及工程运行特点，本次设计清水池总容积为：250m3，具体结构和尺寸详见清水池结构图4、4、2、6输水管网设计本工程为单向供水，根据工程这一实际特点，本阶段输水管路具体设计为：清水池出口至××庄为输水总管，管材选用UPVC饮水管，管径为DN160，管路长1km，输水总管××庄处分四条输水支管，支管管材均选用UPVC饮水管。支管1为××庄陈家岭，管路总长1.5km，管径为DN63；支管2为××庄竹山，管路总长0.5km，管径为DN50；支管3为××庄伍家，管路总长0.6km，管径为DN50；支管4为××庄樟树，管路总长2.0km，管径为DN63。在樟树处又设两条分支管，分支管1为樟树覃家，管路总长1.5km，管径为DN50；分支管2为樟树唐家，管路总长1.0km，管径为DN50。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书第五章投资概算5、1工程概况××省××县××村饮水安全工程位于××县黄荆乡××村，该工程是我县最干旱地区之一，水资源十分贫乏。目前该工程项目设计供水区域为××庄、樟树、覃家、唐家、龙里、竹山、陈家岭、伍家等8个居住院落。饮水总人口为1330人，其中××庄450人、樟树50人、覃家220人、唐家160人、龙里70人、竹山80人、陈家岭150人、伍家150人。5、2编制依据1．建筑工程单价执行1992年《××省水利水电建筑工程预算定额》，直接费扩大5%。2．施工机械台班费执行1992年《××省水利水电建筑工程预算定额》，其中第一类费用按湘水电水建字（98）5号文调整。3．取费标准执行湘水电水建字（1998）年第5号文《××省水利水电工程设计概算编制办法及费用标准》。4．人工概算单价：按水电水建字（1998）第5号文件计取为26.4元/工日。5．材料概算价格：主要材料水泥、钢筋、卵石、河砂均从县城塘渡口镇购买（运距15km），砖、其它次要材料均采用目前市场价格计算。输水管和UPVC硬管从××-41-
XX县XX村饮水安全项目饮水安全工程初步设计书市采购，价格按厂家提供的最低报价为依据。5、3工程量详见主体工程主要工程量表主体工程主要工程量表项目名称土方开挖（m3）石方开挖（m3）土石回填（m3）C20砼（m3）C15砼（m3）钢筋（t）红砖（块）浆砌石（m3）φ100钢管UPVC管材（km）φ160φ63φ50水井工程21.03.53.06.70.22提水机埠5.51.00.70.034020250沉淀池44092652.2快虑池670100541.8清水池85010585.76.25管网工程5004501.03.53.6合计2486.53.5750212.40.710.540202501.03.53.65、4工程总投资本工程总投资：.94元；其中：建筑工程：.79元；机电设备：5550.0元；临时工程：15963.0元；其他费用：10642.15元；预备费用：14632.0元。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书5、5工程投资概算（详见工程概算表）5、6资金筹措方案本工程总造价为30.72万元，其中要求国家投资22.0万元，地方配套8.72万元。5.7工程进度本工程计划从2005年4月动工，2005年11月30日竣工。总工期7个月。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程概算汇总表单位：元编号工程或费用名称建安工程费设备购置费其他费用合计第一部分：建筑工程.79.79一水源井工程2550.182550.18二提水机埠13632.613632.6三沉淀池工程26686.426686.4四快虑池工程24567.824567.8五清水池工程36832.3136832.31六输水管网工程.5.5第二部分：机电设备5550.05550.0一提水机埠5550.05550.0第三部分：临时工程15963.015963.0一临时工程15963.015963.0第四部分：其他费用10642.1510642.15一其他费用10642.1510642.15一至四部分合计.94预备费14632.014632.0工程总造价.94-41-
XX县XX村饮水安全项目饮水安全工程初步设计书建筑工程概算表单位：元编号工程或费用名称单位数量单价（元）合计（元）第一部分：建筑工程.79一水源井工程2550.181土方开挖m321.06.88144.482石方开挖m33.512.8544.983土石回填m33.014.6243.864C20钢筋砼m36.7345.82316.86二提水机埠13632.61土方开挖m35.56.8837.842C20钢筋砼m31.0345.8345.83C15砼m30.7291.3203.914φ100钢管m25045.5113755管（套）件套2400.008006浆砌红砖m33.9223.09870.05三沉淀池26686.41土方开挖m34406.883027.22土石回填m39212.851182.23C20钢筋砼m365345.822477四快虑池24567.81土方开挖m36706.884609.6-41-
XX县XX村饮水安全项目饮水安全工程初步设计书建筑工程概算表单位：元编号工程或费用名称单位数量单价（元）合计（元）2土石回填m310012.851285.03C20钢筋砼m354345.818673.2五清水池36832.311土方开挖m38506.885848.02土石回填m310512.851349.253C20钢筋砼m385.7345.829635.06六管网工程.51土方开挖m35006.8834402土石回填m345012.855782.53φ160UPVC饮水管m100060.5860580.04φ63UPVC饮水管m350011.5840530.05φ50UPVC饮水管m36007.8628296.06管（套）件套1030030007管道铺设m81001.4211502.08浆砌石m350173.088654.0第二部分：机电设备5550.0提水机埠5550.01水泵机台1850.0850.02配套电机台11150.01150.0-41-
XX县XX村饮水安全项目饮水安全工程初步设计书建筑工程概算表单位：元编号工程或费用名称单位数量单价（元）合计（元）3电缆t0.1517000255048米电杆根42501000.0第三部分：临时工程15963.01临时工程元15963.0第四部分：其他费用10642.151其他费用元10642.15一至四部分合计元.94预备费(5%)元14632.0工程总造价.94-41-
XX县XX村饮水安全项目饮水安全工程初步设计书主要材料预算价格计算表单位：元序号材料名称规格交货地点单位材料预算价格采保费备注合计价原价运杂费1425#工地T297.8928017.892河沙工地M341.52516.53卵石工地M340.719.1621.544钢筋工地T38503830.6219.385木材工地M344040040306红砖工地千块170140307块石工地M336.819.2517.558汽油工地Kg3.29柴油工地Kg3.310φ160UPVC塑材工地M60.5811φ63UPVC塑材工地M11.5812φ50PVC塑材工地M7.8613φ100钢管工地M45.514电工地度0.8-41-
XX县XX村饮水安全项目饮水安全工程初步设计书施工机械台班费计算表机械定额编号机械名称规格机械台班费（元）第一类费用（元）第二类费用第三类费用小计工日电汽油金额数量金额数量金额数量金额1281双绞轮车4.114.1112815T载重汽车457.4103.4211612030962381518150型对焊机484.1824.18460120440440151516-30KVA电焊机176.758.751681681681192平板式振荡器22.7610.76121212131210T起重机587.83405.03182.8240130130152314KW钢筋调直机67.8724.4743.412017171199风砂枪149.323.52145.8152220KW钢筋切断机135.1715.171201001001519钢筋弯曲机φ6-2099.319.31901203535-41-
XX县XX村饮水安全项目饮水安全工程初步设计书材料运输费计算表（一）序号交货条件交货地点汽运水泥至工地运输方式火车汽车人力整车%零车%整车%零车%转运 100% %交货数量1货物等级 装载系数 运输费用项目运输起止地点运距每吨(m3)运输费（元）（公里）计算公式金额1卸车 （6.3×26.4+5）/1001.712汽车运输 塘渡口至工地附近150.5×157.53人力转运 0.1[(22.2+2.1×5)×26.4+5]/1008.68 合计毛重系数1.01 17.89-41-
XX县XX村饮水安全项目饮水安全工程初步设计书材料运输费计算表（二）序号交货条件交货地点汽运卵石至工地运输方式火车汽车人力整车%零车%整车%零车%转运 100% %交货数量m3货物等级 装载系数 运输费用项目运输起止地点运距每吨(m3)运输费（元）（公里）计算公式金额2汽车运输 塘渡口至工地附近150.5×15×1.410.53人力转运 0.1[(27.5+2.85×5)×26.4+6]/10011.04 合计毛重系数1.01 21.54-41-
XX县XX村饮水安全项目饮水安全工程初步设计书材料运输费计算表（三）序号交货条件交货地点汽运钢筋至工地运输方式火车汽车人力整车%零车%整车%零车%转运 100% %交货数量T货物等级 装载系数 运输费用项目运输起止地点运距每吨(m3)运输费（元）（公里）计算公式金额1卸车 （5×26.4+5)/1001.372汽车运输 塘渡口至工地附近150.5×157.53人力转运 0.1[(25.8+28×5)×26.4]/10010.51合计 19.38-41-
XX县XX村饮水安全项目饮水安全工程初步设计书材料运输费计算表（四）序号 火车汽车人力交货条件汽运块石运输整车%零车%整车%零车%转运交货地点 方式 100% %交货数量m3货物等级 装载系数 运输费用项目运输起止地点运距每吨(m3)运输费（元）（公里）计算公式金额1卸车 (7.5×26.4+5)/1002.032手拖运输 附近至工地150.5×157.53人力转运 0.1[(20.2+2×5)×26.4+5]/1008.02 合计 17.55-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：50097施工方法：颚式破碎机破碎筛分碎石编号名称及规格单位数量单价（元）合价（元）1人工费工日24.126.4636.242材料费 155.94 水m32000.7140 其它材料费元101.59415.94 3机械费 816.83 颚式破碎机250×400台班2.25159.66359.24 筛分机2.0kw台班2.2560.21135.47 胶带输送机B=650mm,L=50m台班2.25141.75318.94 其它机械使用费元21.5943.19 合计 1609.01 碎石单价 1609.01 -41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表1m3定额编号：50097施工方法：纯砼材料费编号名称及规格单位数量单价（元）合价（元）一M7.5砂浆1水泥T0.305297.8990.862河砂M31.0441.543.163水M30.1840.70.13合计134.15二C15砼（一级配）1水泥T0.296297.8988.172河砂M30.63841.526.5卵石M30.74240.730.24水M30.180.70.13合计145.0三C20砼（一级配）1水泥T0.349297.89103.962河砂M30.59441.524.65卵石M30.75340.730.654水M30.180.70.13合计159.39-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：40384施工方法：机械砼拌制编号名称及规格单位数量单价（元）合价（元）1人工费工日42.926.41132.562零星材料费元221.59435.063机械费 615.79 砼搅拌机台班4146.89587.56 双胶轮车台班16.64.1168.23 合计 1783.41 -41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：40437施工方法：双胶轮车运砼500m编号名称及规格单位数量单价（元）合价（元）1人工费工日49.426.41304.162零星材料费元111.59417.533机械费 61.65 双胶轮车台班154.1161.65 合计 1383.34 -41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：10003施工方法：一般土方开挖编号名称及规格单位数量单价（元）合价（元）一直接费 582.51人工费工日19.626.4517.442零星材料费元111.59417.533其它直接费3.7% 19.7941～3扩大5%台班 27.74二间接费7% 40.78三施工利润7% 43.63四税金3.22% 21.47 合计 688.38 -41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：20011施工方法：一般石方开挖(风钻钻孔)编号名称及规格单位数量单价（元）合价（元）一直接费 1039.321人工费工日14.826.4390.722材料费 336.69 合金钻头个1.252632.5 空心钢kg0.5663.36 炸药kg27.86.81189.32 雷管个33.40.732.38 导火线m76.30.861.04 其它材料费元171.59427.13机械费 227.1 手持式风钻台班1.05136.9143.75 修钎设备台班0.05632.4526.62 载重汽车5t台班0.2243.8248.76 其它机械使用费元51.5947.974其它直接费3.7% 35.3251～4扩大5% 49.49二间接费12% 124.72三施工利润7% 91.48四税金3.22% 40.11 合计 1285.63 -41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表t定额编号：40380工作内容：钢筋制安编号名称及规格单位数量单价（元）合价（元）一直接费4938.23（一）基本直接费4762.031人工费工日15.526.4409.22材料费3963.61钢筋T1.0238503927铁丝Kg4.03.514电焊条Kg7.221.28.66其他材料费元91.5513.953机械使用费389.22钢筋调直机14KW台班0.1262.947.55风砂枪台班0.30149.3244.8钢筋切断机20KW台班0.08113.119.05钢筋弯曲机6~40台班0.2160.5612.72电焊机直流16~30KVA台班2.0128.03256.06对焊机电弧150型台班0.08362.9829.04载重汽车5t台班0.09230.0220.7-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表t定额编号：40380工作内容：钢筋制安编号名称及规格单位数量单价（元）合价（元）其他机械使用费元61.559.3（二）其他直接费3.7%176.2二间接费%74938.23345.68三施工利润%75283.91369.87四税金：%3.225653.78182.05合计5835.83-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：30078工作内容：M7.5浆砌红砖编号名称及规格单位数量单价（元）合价（元）一直接费18230.43（一）基本直接费16742.831人工费工日205.726.45430.482红砖千块52.31708891350#砂浆M32595.823954其他材料费元171.5526.35（二）其他直接费3.7%619.48（三）（一）、（二）扩大5%868.12二间接费10.8%1968.89三施工利润7%1413.95四税金：3.22%695.95合计22309.2-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：30024工作内容：M7.5浆砌块石编号名称及规格单位数量单价（元）合价（元）一直接费14292.17（一）基本直接费13192.11人工费工日161.026.44250.42块石M3118.336.84353.43M7.5砂浆M334134.154561.14其他材料费元171.627.2（二）其他直接费3.7%458.10（三）（一）、（二）扩大5%641.97二间接费10.8%1455.98三施工利润7%1045.61四税金：3.22%514.65合计17308.45-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：40199施工方法：C20砼编号名称及规格单位数量单价（元）合价（元）一直接费 28725.14（一）基本直接费27700.231人工费工日164.9626.44354.92材料费 19098.09 板枋材m31.1750825.0 钢模kg26.885.2139.78 卡扣件及联杆kg86.316.5561.02 型钢kg64.254.6295.55 铁件及预埋铁件kg102.265.5562.43 电焊条kg2.131225.56 铁钉kg2.22.55.5 铁丝kg0.225.71.25 预制砼柱m30.21395.383.01 C20砼m3103159.3916417.17 水m3900.763 其它材料费元781.594124.323机械费 1080.49 振捣器插入式2.2kw台班8.925.25224.73 风水枪台班3.72160.12595.65 水泵10kw台班1.8655.63103.47 电焊机直流16～30kvA台班0.79159.95126.36 其它机械使用费元191.59430.284砼拌制m310017.831783.415砼水平运输m310013.831383.34(二)其它直接费% 3.7 27700.23 1024.91二间接费% 9 28725.142585.26三施工利润% 7 31310.42191.73四税金% 3.22 33502.131078.77 合计 34580.9-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：40153施工方法：C15砼编号名称及规格单位数量单价（元）合价（元）一直接费 24198.37（一）基本直接费23334.981人工费工日55.5526.41466.522材料费 17621.42 板枋材m31.1750825 钢模kg26.885.2139.78 卡扣件及联杆kg86.316.5561.02 型钢kg64.254.6295.55 铁件及预埋铁件kg102.265.5562.43 电焊条kg2.131225.56 铁钉kg2.22.55.5 铁丝kg0.225.71.25 预制砼柱m30.21395.383.01 C15砼m310314514935 水m3900.763 其它材料费元781.594124.323机械费 1080.49 振捣器插入式2.2kw台班8.925.25224.73 风水枪台班3.72160.12595.65 水泵10kw台班1.8655.63103.47 电焊机直流16～30kvA台班0.79159.95126.36 其它机械使用费元191.59430.284砼拌制m310017.831783.415砼水平运输m310013.831383.34（二）其它直接费3.7% 23334.98 1863.4二间接费9% 24198.372177.85三施工利润7% 26376.221846.3四税金3.22% 28222.52908.8 合计 29131.32-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m定额编号：90145施工方法：管道铺设编号名称及规格单位数量单价（元）合价（元）一直接费1180（一）基本直接费1138人工费工日43.126.41138（二）其他直接费42二间接费％9106三计划利润％790四税金%3.2244合计1420-41-
XX县XX村饮水安全项目饮水安全工程初步设计书工程单价分析表100m3定额编号：(94预补)1349施工方法：土方回填编号名称及规格单位数量单价（元）合价（元）一直接费1213（一）基本直接费11691人工费工日33.9926.48972蛙式打夯机台班2.4771.431773其他费用％8.9107496（二）其他直接费％3.7116943二间接费％91213110.79三计划利润％71323.7992.67四税金%3.221416.4645.6合计1462.06-41-
XX县XX村饮水安全项目饮水安全工程初步设计书第六章水厂运行与管理6、1水厂权属关系本工程建成以后，根据工程实际情况，水厂所有权属于县水利局，但其经营管理权属××村。6、2人员编制为保证本饮水工程为用户提供足够的水量和良好的水质。根据实际情况，拟定水厂定员数为3人，包括水厂管理运作和后勤人员。其工资由水费收入中发给，工资待遇标准为0.8万元/人。6、3水厂运行、维护水厂管理人员必须认真做好水厂的运行、维护工作，对水厂的运行切实做好控制、观察、记录和分析检验，定期对水厂各个系统进行巡视和做好处理构筑物的清洁保养工作。上述运行记录、分析检验数据，应设立技术档案妥善保管。6、4人员培训为不断提高水厂操作技术人员的知识和技能，水厂应该给予一定资金和时间让水厂技术人员接受系统培训，培训考核不合格的人员应该给予离岗处理。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书第六章经济评价7.1工程概况本工程项目设计供水区域为××庄、樟树、覃家、唐家、龙里、竹山、陈家岭、伍家等8个居住院落。饮水总人口为1330人，其中××庄450人、樟树50人、覃家220人、唐家160人、龙里70人、竹山80人、陈家岭150人、伍家150人。工程设计从红土庵地段兴建一水井作为本工程水源点，通过从该井提水至猪草岭水厂，经水处理净化以后经输水管路至各饮水用户。7.2工程费用7.2.1工程收益工程建成投入运行后，根据本地区物价情况，水费征收标准为1.2元/m3则每年售水收入可得：12.87×1.2＝15.44万元。7.2.2工程运行费用1、工程投资以2004年的价格水平，本项目工程概算总投资为30.72万元，工期为一年，工程投资见投资概算表。2、折旧费固定资产形成率按工程总投资的82％计算，基本折旧率-41-
XX县XX村饮水安全项目饮水安全工程初步设计书取3.8％，则折旧费为：30.72×82％×3.8％=0.96万元。固定资产余值：30.72×82%－0.96×20=5.99万元。3、工程运行管理费工程运行管理费是指维持工程正常运行所支付的费用，包括工程维护费、材料费、燃料费及动力费、工资及福利费、其它费用等。①维护费：按固定资产值的1％计算，则维护费为30.72×82％×l％=0.25万元。②、工资及福利费，本水厂管理人员为3名，每人每年按0.8万元计算，则年工程及福利费为2.4万元。③、消毒费用，按0.03元／m3计算，则消毒费为：12.87×0．03=0.39万元。④其它费用，按每1000m3水1.5元计算，则其它费用为：12.87×1.5÷1000=0.02万元。以上合计，工程运行管理费为：0.25+2.4+0.39+0.02=3.06万元。7.2.3税金及附加根据国家有关政策和规定，以及人饮行业经营特点，销售税金及附加采用综合税率3.24％计算。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书售水税额＝售水收入×3.24％＝15.44×3.24％＝0.5万元。7.3经济评价7.3.1基本参数工程经济计算期取21年（含工程建设期1年），社会折现率取12％，基准年为2004年。7.3.2财务评价根据上述工程效益，工程费用及采用的基本参数，求得财务评价指标为：财务评价内部收益率30.4％，财务净现值45.0万元，财务效益费用流量见表财务评价全部投资现金流量表。7.3.3财务评价结论从上述计算出的财务评价指标可知，财务内部收益率30.4％＞12％，财务净现值45万元>0，因此，本工程在财务评价上是合理的。7.4国民经济评价7.4.1工程项目增量效益分析该供水工程兴建以后，每年可减少项目区居民开采水井成本及用水费用约10万元（本阶段国民经济评价不考虑），同时，每年可从该供水工程产生的直接经济效益中提取2.5万元来作为项目区居民改善生活、生产条件费用。-41-
XX县XX村饮水安全项目饮水安全工程初步设计书7.4.2国民经济评价指标根据财务评价参数及上述工程效益，可求得国民经济评价指标：经济评价内部收益率32％，经济净现值39.02万元，经济效益费用比（is）=1.6经济效益费用流量见表国民经济效益费用流量表7.4.3国民经济评价结论从上述计算出的经济评价指标可知，经济内部收益率32％＞12％，经济净现值39.02万元>0，因此，本工程在经济评价上也是合理的7.5结论与建议根据以上财务评价与国民经济评价结果可知，该项目与现行的价格因素下，财务效果好，在国民经济评价中各项指标均远大于标准值，说明该项目在经济上是可行的。是一个对国家和地方都能带来较大利益的项目。因此，这个项目的实施，直接体现着国家对边远干旱地区饮水问题的高度重视。这是一个民心工程，也是一个经济效益较好的工程。内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%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