万亩高效节水建设项目初步设计报告滴灌二

表7-2-1国民经济济评价表单位位（万元）编号年份建设期运行期合计项目12345678910111213141516171819201效益流量（B）0.00507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.09633.8441.1灌溉效益507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.0507.09633.8441.2效益折现434.71402.51372.69345.09319.52295.86273.94253.65234.86217.46201.35186.44172.63159.84148.00137.04126.89117.49108.794508.7551.3回收流动资金0.990.992费用流量（C）2937.588171.36146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.885752.7662.1费用折现2719.988146.91116.60107.9699.9692.5685.7079.3573.4868.0362.9958.3354.0150.0146.3042.8739.7036.7634.0331.514047.0552.2固定资产投资2937.5880.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.002937.5882.3流动资金24.4824.482.4年运行费0.00146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.88146.882790.7003净效益流量-2937.66335.7360.2360.2360.2360.2360.2360.2360.2360.2360.2360.2360.2360.2360.2360.2360.2360.2360.2360.23881.0774净效益流量累计计-2937.66-2601.99-2242-1882-1521.44-1161-801.1-440.9-80.7279.4639.6999.81359.91720.12080.22440.428013161352138819214.600评价指标经济内部收益率率EIRRR:10.27（%）经济净现值ENPPV:461.7（万元）经济效益费用比比EBCRR:1.11计算评价指标如如下7-2-2。表7-2-2国民经济济评价指标标表指标项目计算结果评价指标评价结果经济内部收益率率10.27％＞8％满足规范要求经济净现值（万万元）461.7＞0满足规范要求经济效益费用比比1.11＞1.0满足规范要求该工程的经济内内部回收率率大于社会会折现率8%，经济净净现值大于于零，经济济效益费用用比大于1.0，从国国民经济的的角度看，兴兴建本工程程是合理可可行的。7.3结论从以上经济评价价中各项经经济指标上上来分析，该该工程的经经济内部回回收率大于于社会折现现率8%，经济净净现值大于于零，经济济效益费用用比大于1.0，均满足足规范要求求；并且从从敏感性分分析中可以以看出：无无论效益较较少还是投投资增加，项项目的各项项经济指标标也满足规规范要求，说说明项目具具有一定的的可行性。灌区水、土、光光、热丰富富，交通便便利，具有有较大的发发展潜力，工程实施施后，提高高了灌区引引水保证率率，对改善善项目区灌灌溉生产件件，调整产产业结构，加加快灌区经经济发展，实实现农业增增产农民增增收起到积积极促进的的作用。同同时工程的的实施将产产生明显的的经济效益益、社会效效益和生态态效益，工工程的建设设是必要的的，也是可可行的。XX•XX县XXX乡等三乡2013年高效节水建设项目投资概算书XX现代水利工工程有限公公司2013年044月目录1编制说明2总概算表表一3建筑工程概算表表表二4机电设备及安装装工程概算算表表三5临时工程概算表表表四6独立费用概算表表表五7主要材料预算价价格汇总表表表六8主体工程主要工工程量及工工日量汇总总表表七9主体工程主要材材料量汇总总表表八总概算表表一单位：万元编号工程或费用名称称建安工程费设备购置费独立费用合计Ⅰ枢纽工程一第一部分：建筑筑工程750.79750.7910.002建筑物750.79750.79二第二部分：供电电设备及安安装工程39.18261.23300.41三第三部分:设设备及安装装工程178.151630.8221808.977四第四部分：临时时工程57.5957.591导流工程0.002施工房屋建筑30.2530.253其它临时工程27.3427.34五第五部分：独立立费用190.79190.791建设管理费74.7474.742科研勘测设计费费87.5387.533建设及施工场地地征用费0.000.004其它28.5228.52一至五部分合计计1025.7111892.055190.793108.555预备费155.43基本预备费5%155.43静态总投资3263.988Ⅱ移民环境投资0.00水土保持工程费费环境保护费Ⅳ总投资3263.988建筑部分概算表表1号系统首部单位数量单价复价(1)沉淀池(长宽660*4mm）1座196995..41土方开挖m31838.73.15700.02土方回填夯实m3275.76.51792.23边坡砼C20m358.5425.124856.114砼直墙C20m310.6423.84505.55底板砼C20m361.0423.825857.556压顶砼C20m33.0423.81273.37钢筋砼C25m334.2444.915217.668砂砾石垫层m3406.137.515227.339钢筋制安T1.47525.310435.1110围栏m160.025.04000.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.714034.889730.813闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m295800.076000.00(2)供电设施工程0.0139250110kV输电线线路km0.370000.00210002380V输电线线路km0.1555000.0082503配电变压器（1110KWW)套1110000..0110000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计440117..42号系统首部单位数量单价复价(1)沉淀池(长宽660*5..5m）1座240868..31土方开挖m32528.23.17837.52土方回填夯实m3379.16.52464.23边坡砼C20m380.4425.134177.114砼直墙C20m314.6423.86195.05底板砼C20m383.9423.835554.006压顶砼C20m34.1423.81750.87钢筋砼C25m347.0444.920924.118砂砾石垫层m3558.337.520937.669钢筋制安T1.97525.314348.2210围栏m180.025.04500.011建筑用防护网((2.5**1.5))个4.0350.01400.012聚胺脂砂浆m31.014034.8813379.8813闸门（1.0**1.0）扇2.0300.0600.014启闭机台2.0400.0800.015首部管理房（彩彩钢板）m295800.076000.00(2)供电设施工程142250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（1160KWW)套1120000..0120000(3)凿井207744..01改造机井（2眼眼）m1601298.4207744..0小计590862..33号系统首部单位数量单价复价(1)沉淀池(长宽660*5..5m）1座240868..31土方开挖m32528.23.17837.52土方回填夯实m3379.16.52464.23边坡砼C20m380.4425.134177.114砼直墙C20m314.6423.86195.05底板砼C20m383.9423.835554.006压顶砼C20m34.1423.81750.87钢筋砼C25m347.0444.920924.118砂砾石垫层m3558.337.520937.669钢筋制安T1.97525.314348.2210围栏m180.025.04500.011建筑用防护网((2.5**1.5))个4.0350.01400.012聚胺脂砂浆m31.014034.8813379.8813闸门（1.0**1.0）扇2.0300.0600.014启闭机台2.0400.0800.015首部管理房（彩彩钢板）m295800.076000.00(2)供电设施工程142250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（1160KWW)套1120000..0120000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计486990..34号系统首部单位数量单价复价(1)沉淀池(长宽660*4..5m）1座211769..61土方开挖m32068.63.16412.52土方回填夯实m3310.26.52016.23边坡砼C20m365.8425.127963.114砼直墙C20m312.0423.85068.65底板砼C20m368.6423.829089.666压顶砼C20m33.4423.81432.47钢筋砼C25m338.5444.917119.888砂砾石垫层m3456.837.517130.889钢筋制安T1.67525.311739.5510围栏m170.025.04250.011建筑用防护网((2*1..5)个4.0350.01400.012聚胺脂砂浆m30.814034.8810947.1113闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m295800.076000.00(2)供电设施工程0.0119250110kV输电线线路km0.370000.00210002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井0.01改造机井（1眼眼）m01298.40.0小计331019..65号系统首部单位数量单价复价(1)沉淀池(长宽445*3mm）1座117779..81土方开挖m31034.33.13206.32土方回填夯实m3155.16.51008.13边坡砼C20m332.9425.113981.554砼直墙C20m36.0423.82534.35底板砼C20m334.3423.814544.886压顶砼C20m31.7423.8716.27钢筋砼C25m319.2444.98559.98砂砾石垫层m3228.437.58565.49钢筋制安T0.87525.35869.710围栏m120.025.03000.011建筑用防护网((1.5**1.5))个4.0280.01120.012聚胺脂砂浆m30.414034.885473.613闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m260800.048000.00(2)供电设施工程102250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（775KW))套180000.0080000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计323901..86号系统首部单位数量单价复价(1)沉淀池(长宽550*3..5m）1座136963..61土方开挖m31340.73.14156.22土方回填夯实m3201.06.51306.53边坡砼C20m342.6425.118109.334砼直墙C20m37.8423.83305.65底板砼C20m344.5423.818859.116压顶砼C20m32.2423.8932.47钢筋砼C25m324.9444.911078.008砂砾石垫层m3296.137.511103.889钢筋制安T1.07525.37525.310围栏m130.025.03250.011建筑用防护网((1.5**1.5))个4.0280.01120.012聚胺脂砂浆m30.514034.887017.413闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m260800.048000.00(2)供电设施工程112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井0.01改造机井（1眼眼）m01298.40.0小计249213..67号系统首部单位数量单价复价(1)沉淀池(长宽660*4..5m）1座211569..61土方开挖m32068.63.16412.52土方回填夯实m3310.26.52016.23边坡砼C20m365.8425.127963.114砼直墙C20m312.0423.85068.65底板砼C20m368.6423.829089.666压顶砼C20m33.4423.81432.47钢筋砼C25m338.5444.917119.888砂砾石垫层m3456.837.517130.889钢筋制安T1.67525.311739.5510围栏m170.025.04250.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.814034.8810947.1113闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m295800.076000.00(2)供电设施工程149250110kV输电线线路km0.370000.00210002380V输电线线路km0.1555000.0082503配电变压器（1160KWW)套1120000..0120000(3)凿井0.01改造机井（1眼眼）m01298.40.0小计360819..68号系统首部单位数量单价复价(1)沉淀池(长宽660*5..5m）1座259268..31土方开挖m32528.23.17837.52土方回填夯实m3379.16.52464.23边坡砼C20m380.4425.134177.114砼直墙C20m314.6423.86195.05底板砼C20m383.9423.835554.006压顶砼C20m34.1423.81750.87钢筋砼C25m347.0444.920924.118砂砾石垫层m3558.337.520937.669钢筋制安T1.97525.314348.2210围栏m180.025.04500.011建筑用防护网((2.5**1.5))个4.0350.01400.012聚胺脂砂浆m31.014034.8813379.8813闸门（1.0**1.0）扇2.0300.0600.014启闭机台2.0400.0800.015首部管理房（彩彩钢板）m2118800.094400.00(2)供电设施工程142250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（1160KWW)套1120000..0120000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计505390..39号系统首部单位数量单价复价(1)沉淀池(长宽550*4mm）1座159627..51土方开挖m31532.33.14750.12土方回填夯实m3229.86.51493.73边坡砼C20m348.7425.120702.444砼直墙C20m38.9423.83771.85底板砼C20m350.8423.821529.006压顶砼C20m32.5423.81059.57钢筋砼C25m328.5444.912679.778砂砾石垫层m3338.437.512690.009钢筋制安T1.27525.39030.410围栏m140.025.03500.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.614034.888420.913闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程0112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井0.01改造机井（1眼眼）m01298.40.0小计271877..510号系统首部单位数量单价复价(1)沉淀池(长宽550*4mm）1座159627..51土方开挖m31532.33.14750.12土方回填夯实m3229.86.51493.73边坡砼C20m348.7425.120702.444砼直墙C20m38.9423.83771.85底板砼C20m350.8423.821529.006压顶砼C20m32.5423.81059.57钢筋砼C25m328.5444.912679.778砂砾石垫层m3338.437.512690.009钢筋制安T1.27525.39030.410围栏m140.025.03500.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.614034.888420.913闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程0112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计375749..511号系统首部单位数量单价复价(1)沉淀池(长宽660*5..5m）1座240868..31土方开挖m32528.23.17837.52土方回填夯实m3379.16.52464.23边坡砼C20m380.4425.134177.114砼直墙C20m314.6423.86195.05底板砼C20m383.9423.835554.006压顶砼C20m34.1423.81750.87钢筋砼C25m347.0444.920924.118砂砾石垫层m3558.337.520937.669钢筋制安T1.97525.314348.2210围栏m180.025.04500.011建筑用防护网((2.5**1.5))个4.0350.01400.012聚胺脂砂浆m31.014034.8813379.8813闸门（1.0**1.0）扇2.0300.0600.014启闭机台2.0400.0800.015首部管理房（彩彩钢板）m295800.076000.00(2)供电设施工程132250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（1110KWW)套1110000..0110000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计476990..312号系统首部单位数量单价复价(1)沉淀池(长宽660*4mm）1座178495..41土方开挖m31838.73.15700.02土方回填夯实m3275.76.51792.23边坡砼C20m358.5425.124856.114砼直墙C20m310.6423.84505.55底板砼C20m361.0423.825857.556压顶砼C20m33.0423.81273.37钢筋砼C25m334.2444.915217.668砂砾石垫层m3406.137.515227.339钢筋制安T1.47525.310435.1110围栏m160.025.04000.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.714034.889730.813闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0300.0600.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程119250110kV输电线线路km0.370000.00210002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计401617..413号系统首部单位数量单价复价(1)沉淀池(长宽550*3..5m）1座146463..61土方开挖m31340.73.14156.22土方回填夯实m3201.06.51306.53边坡砼C20m342.6425.118109.334砼直墙C20m37.8423.83305.65底板砼C20m344.5423.818859.116压顶砼C20m32.2423.8932.47钢筋砼C25m324.9444.911078.008砂砾石垫层m3296.137.511103.889钢筋制安T1.07525.37525.310围栏m130.025.03250.011建筑用防护网((1.5**1.5))个4.0280.01120.012聚胺脂砂浆m30.514034.887017.413闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0300.0600.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计362585..614号系统首部单位数量单价复价(1)沉淀池(长宽550*3..5m）1座146463..61土方开挖m31340.73.14156.22土方回填夯实m3201.06.51306.53边坡砼C20m342.6425.118109.334砼直墙C20m37.8423.83305.65底板砼C20m344.5423.818859.116压顶砼C20m32.2423.8932.47钢筋砼C25m324.9444.911078.008砂砾石垫层m3296.137.511103.889钢筋制安T1.07525.37525.310围栏m130.025.03250.011建筑用防护网((1.5**1.5))个4.0280.01120.012聚胺脂砂浆m30.514034.887017.413闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0300.0600.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井0.01改造机井（1眼眼）m01298.40.0小计258713..615号系统首部单位数量单价复价(1)沉淀池(长宽660*5..5m）1座240868..31土方开挖m32528.23.17837.52土方回填夯实m3379.16.52464.23边坡砼C20m380.4425.134177.114砼直墙C20m314.6423.86195.05底板砼C20m383.9423.835554.006压顶砼C20m34.1423.81750.87钢筋砼C25m347.0444.920924.118砂砾石垫层m3558.337.520937.669钢筋制安T1.97525.314348.2210围栏m180.025.04500.011建筑用防护网((2.5**1.5))个4.0350.01400.012聚胺脂砂浆m31.014034.8813379.8813闸门（1.0**1.0）扇2.0300.0600.014启闭机台2.0400.0800.015首部管理房（彩彩钢板）m295800.076000.00(2)供电设施工程132250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（1110KWW)套1110000..0110000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计476990..316号系统首部单位数量单价复价(1)沉淀池(长宽555*4mm）1座159195..61土方开挖m31685.53.15225.02土方回填夯实m3252.76.51642.83边坡砼C20m353.6425.122784.774砼直墙C20m39.7423.84130.05底板砼C20m355.9423.823702.776压顶砼C20m32.8423.81167.27钢筋砼C25m331.4444.913949.448砂砾石垫层m3372.237.513958.449钢筋制安T1.37525.39565.510围栏m150.025.03750.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.614034.888919.913闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m260800.048000.00(2)供电设施工程112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计375317..617号系统首部单位数量单价复价(1)沉淀池(长宽555*4mm）1座159195..61土方开挖m31685.53.15225.02土方回填夯实m3252.76.51642.83边坡砼C20m353.6425.122784.774砼直墙C20m39.7423.84130.05底板砼C20m355.9423.823702.776压顶砼C20m32.8423.81167.27钢筋砼C25m331.4444.913949.448砂砾石垫层m3372.237.513958.449钢筋制安T1.37525.39565.510围栏m150.025.03750.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.614034.888919.913闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m260800.048000.00(2)供电设施工程112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计375317..618号系统首部单位数量单价复价(1)沉淀池(长宽555*4mm）1座168795..61土方开挖m31685.53.15225.02土方回填夯实m3252.76.51642.83边坡砼C20m353.6425.122784.774砼直墙C20m39.7423.84130.05底板砼C20m355.9423.823702.776压顶砼C20m32.8423.81167.27钢筋砼C25m331.4444.913949.448砂砾石垫层m3372.237.513958.449钢筋制安T1.37525.39565.510围栏m150.025.03750.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.614034.888919.913闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程132250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（1110KWW)套1110000..0110000(3)凿井103872..01改造机井（1眼眼）m801298.4103872..0小计404917..619号系统首部单位数量单价复价(1)沉淀池(长宽660*4..5m）1座193169..61土方开挖m32068.63.16412.52土方回填夯实m3310.26.52016.23边坡砼C20m365.8425.127963.114砼直墙C20m312.0423.85068.65底板砼C20m368.6423.829089.666压顶砼C20m33.4423.81432.47钢筋砼C25m338.5444.917119.888砂砾石垫层m3456.837.517130.889钢筋制安T1.67525.311739.5510围栏m170.025.04250.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.814034.8810947.1113闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程0.0149250110kV输电线线路km0.370000.00210002380V输电线线路km0.1555000.0082503配电变压器（1160KWW)套1120000..0120000(3)凿井0.01改造机井（1眼眼）m01298.40.0小计342419..620号系统首部单位数量单价复价(1)沉淀池(长宽550*4mm）1座159627..51土方开挖m31532.33.14750.12土方回填夯实m3229.86.51493.73边坡砼C20m348.7425.120702.444砼直墙C20m38.9423.83771.85底板砼C20m350.8423.821529.006压顶砼C20m32.5423.81059.57钢筋砼C25m328.5444.912679.778砂砾石垫层m3338.437.512690.009钢筋制安T1.27525.39030.410围栏m140.025.03500.011建筑用防护网((2*1..5)个4.0300.01200.012聚胺脂砂浆m30.614034.888420.913闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程0112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井0.01改造机井（1眼眼）m01298.40.0小计271877..521号系统首部单位数量单价复价(1)沉淀池(长宽550*3..5m）1座146563..61土方开挖m31340.73.14156.22土方回填夯实m3201.06.51306.53边坡砼C20m342.6425.118109.334砼直墙C20m37.8423.83305.65底板砼C20m344.5423.818859.116压顶砼C20m32.2423.8932.47钢筋砼C25m324.9444.911078.008砂砾石垫层m3296.137.511103.889钢筋制安T1.07525.37525.310围栏m130.025.03250.011建筑用防护网((1.5**1.5))个4.0280.01120.012聚胺脂砂浆m30.514034.887017.413闸门（1.0**0.5）扇2.0250.0500.014启闭机台2.0350.0700.015首部管理房（彩彩钢板）m272800.057600.00(2)供电设施工程112250110kV输电线线路km0.270000.00140002380V输电线线路km0.1555000.0082503配电变压器（990KW))套190000.0090000(3)凿井0.01改造机井（1眼眼）m01298.40.0小计258813..6合计79415022.6XX乡1-1分分系统（515亩,1个系统）编号设备名称及规格格单位数量单价（元）复价（元）设备费设备费安装费一建筑工程40167.44(1)滴灌系统40167.441土方开挖m344863.113906.662土方回填（其中中人工回填填占20%）m344862.812560.883砼镇墩座10250.02500.04闸阀井（树脂）座8800.06400.05排水井（树脂）座6800.04800.0二首部系统125586..018837.991砂式+网式全自动反冲冲洗过滤器器6"台172000.0072000.0010800.002压差式施肥罐((200LL)个1450.0450.067.53自动反冲洗控制制器个110000.0010000.001500.04自动反冲洗阀（3"×22"×3""）个44200.016800.002520.052"进排气阀个2450.0900.0135.061/2"进排气气阀个250.0100.015.07DN150柔性性接头（含含法兰）个2360.0720.0108.08DN150对夹夹式软密封封蝶阀(含法兰)个3450.01350.0202.59DN150×550钢三盘三三通个1454.0454.068.110DN150可拆拆式水平螺螺翼水表个13000.03000.0450.011压力表436.0144.021.612DN150钢制制三盘三通通个2480.0960.0144.013DN150止止回阀个1380.0380.057.014DN150钢钢管m8220.01760.0264.015DN150钢弯弯管个2360.0720.0108.016DN150钢法法兰个856.0448.067.217离心泵（水泵型型号：（KQW1150/3320-222/4）套115400.0015400.002310.0三田间材料163853..413534.33（一）输水管83360.008336.0干管及分干管3PVC200（0.4MMPa)m52131.0016151.001615.14PVC160（0.4MMPa)m324020.0064800.006480.05PVC110（0.4MMPa)m010.500.00.06PVC90（00.4MPPa)m3656.602409.0240.9（二）PVC管件9219.0921.96正三通φ90个3528.0980.098.011异径三通φ2000*1660*2000个588.0440.044.012异径三通φ1660*900*1600个2937.01073.0107.315蝶阀φ200个2214.0428.042.816蝶阀φ160个6158.0948.094.817蝶阀φ110个0118.00.00.018de90PVCC球阀个7736.02772.0277.221PVC法兰((de2000，配套螺螺栓)个434.0136.013.622PVC法兰((de1660，配套螺螺栓)个1228.0336.033.623PVC法兰((de1110，配套螺螺栓)个016.00.00.024de90外丝接接头个5812.0696.069.625de90外丝承承插直通个5812.0696.069.626de90铁卡子子个582.0116.011.632异径接头φ2000*1660个136.036.03.633异径接头φ1660*1110个012.00.00.034异径接头φ1660*900个610.060.06.037de200PVVC弯头个146.046.04.638de160PVVC弯头个932.0288.028.839de110PVVC弯头个016.00.00.040de90PVCC弯头个612.072.07.241排气阀个616.096.09.6（三）PE管材及管管件71274.444276.41PE管材(dde90,,0.255Mpa,,1.6mmm)m30623.209798.4587.92棉花用滴灌带((de166（q=1..8L/hh))m3780000.1660480.003628.84PE直通个1680.2033.62.05按扣三通(dee16，600LL/h)个48120.20962.457.7四其它1818.01胶水Kg1735.0595.02清洗剂Kg236.0138.03生料带个282.0056.04钢锯个1727.0459.05钢锯条个5710.0570.0合计331424..832372.22XX乡1-2分分系统（430亩,1个系统）编号设备名称及规格格单位数量单价（元）复价（元）设备费设备费安装费一建筑工程34010.66(1)滴灌系统34010.661土方开挖m339343.112195.442土方回填m339342.811015.223砼镇墩座8250.02000.04闸阀井（树脂）座6800.04800.05排水井（树脂）座5800.04000.0二首部系统126186..018927.991砂式+网式全自动反冲冲洗过滤器器6"台172000.0072000.0010800.002压差式施肥罐((200LL)个1450.0450.067.53自动反冲洗控制制器个110000.0010000.001500.04自动反冲洗阀（3"×22"×3""）个44200.016800.002520.052"进排气阀个2450.0900.0135.061/2"进排气气阀个250.0100.015.07DN150柔性性接头（含含法兰）个2360.0720.0108.08DN150对夹夹式软密封封蝶阀(含法兰)个3450.01350.0202.59DN150×550钢三盘三三通个1454.0454.068.110DN150可拆拆式水平螺螺翼水表个13000.03000.0450.011压力表436.0144.021.612DN150钢制制三盘三通通个2480.0960.0144.013DN150止止回阀个1380.0380.057.014DN150钢钢管m8220.01760.0264.015DN150钢弯弯管个2360.0720.0108.016DN150钢法法兰个856.0448.067.217离心泵（水泵型型号：（KQW2200/3320-337/4）套116000.0016000.002400.0三田间材料148790..712431.22（一）输水管79343.227934.3干管及分干管3PVC200（0.4MMPa)m41631.012896.001289.64PVC160（0.4MMPa)m322620.064520.006452.05PVC110（0.4MMPa)m010.50.00.06PVC90（00.4MPPa)m2926.61927.2192.7（二）PVC管件8251.8825.26正三通φ90个3428.0952.095.29异径三通φ2000*1660*2000个488.0352.035.210异径三通φ1660*900*1600个2937.01073.0107.312蝶阀φ200个1214.0214.021.413蝶阀φ160个5158.0790.079.014蝶阀φ110个0118.00.00.015de90PVCC球阀个7536.02692.8269.317PVC法兰((de2000，配套螺螺栓)个234.068.06.818PVC法兰((de1660，配套螺螺栓)个1028.0280.028.019PVC法兰((de1110，配套螺螺栓)个016.00.00.020de90外丝接接头个5812.0696.069.621de90外丝承承插直通个5812.0696.069.622de90铁卡子子个582.0116.011.625异径接头φ2000*1660个136.036.03.626异径接头φ1660*1110个012.00.00.027异径接头φ1660*900个510.050.05.030de160PVVC弯头个332.096.09.631de110PVVC弯头个016.00.00.032de90PVCC弯头个512.060.06.033排气阀个516.080.08.0（三）PE管材及管管件61195.773671.71PE管材(dde90,,0.255Mpa,,1.6mmm)m30623.29799.7588.02棉花用滴灌带((de166（q=1..8L/hh))m3150000.1650400.003024.04PE直通个1680.233.62.05按扣三通(dee16，600LL/h)个48120.2962.457.7四其它1503.51胶水Kg1435.0490.02清洗剂Kg196.0114.03生料带个242.047.44钢锯个1427.0378.05钢锯条个4710.0474.1合计310490..831359.11XX乡1-3分分系统（380亩,1个系统）编号设备名称及规格格单位数量单价（元）复价（元）设备费设备费安装费一建筑工程31567.33(1)滴灌系统31567.331土方开挖m336473.111305.772土方回填m336472.810211.663砼镇墩座5250.01250.04闸阀井（树脂）座7800.05600.05排水井（树脂）座4800.03200.0二首部系统125536..018830.441砂式+网式全自动反冲冲洗过滤器器6"台172000.0072000.0010800.002压差式施肥罐((150LL)个1400.0400.060.03自动反冲洗控制制器个110000.0010000.001500.04自动反冲洗阀（3"×22"×3""）个44200.016800.002520.052"进排气阀个2450.0900.0135.061/2"进排气气阀个250.0100.015.07DN150柔性性接头（含含法兰）个2360.0720.0108.08DN150对夹夹式软密封封蝶阀(含法兰)个3450.01350.0202.59DN150×550钢三盘三三通个1454.0454.068.110DN150可拆拆式水平螺螺翼水表个13000.03000.0450.011压力表436.0144.021.612DN150钢制制三盘三通通个2480.0960.0144.013DN150止止回阀个1380.0380.057.014DN150钢钢管m8220.01760.0264.015DN150钢弯弯管个2360.0720.0108.016DN150钢法法兰个856.0448.067.217离心泵（水泵型型号：（KQW1150/3320-222/4）套115400.0015400.002310.0三田间材料131693..510875.99（一）输水管72604.007069.0干管及分干管3PVC200（0.4MMPa)m79031.024490.002449.04PVC160（0.4MMPa)m231020.046200.004620.05PVC110（0.4MMPa)m010.50.00.06PVC90（00.4MPPa)m2906.61914.0191.4（二）PVC管件6538.8653.96正三通φ90个2428.0672.067.29异径三通φ2000*1660*2000个388.0264.026.410异径三通φ1660*900*1600个2037.0740.074.012蝶阀φ200个3214.0642.064.213蝶阀φ160个4158.0632.063.214蝶阀φ110个0118.00.00.015de90PVCC球阀个5336.01900.8190.117PVC法兰((de2000，配套螺螺栓)个634.0204.020.418PVC法兰((de1660，配套螺螺栓)个828.0224.022.419PVC法兰((de1110，配套螺螺栓)个016.00.00.020de90外丝接接头个4012.0480.048.021de90外丝承承插直通个4012.0480.048.022de90铁卡子子个402.080.08.025异径接头φ2000*1660个136.036.03.626异径接头φ1660*1110个012.00.00.027异径接头φ1660*900个410.040.04.030de160PVVC弯头个132.032.03.231de110PVVC弯头个016.00.00.032de90PVCC弯头个412.048.04.833排气阀个416.064.06.4（三）PE管材及管管件52550.773153.01PE管材(dde90,,0.255Mpa,,1.6mmm)m22443.27180.8430.82棉花用滴灌带((de166（q=1..8L/hh))m2790000.1644640.002678.44PE直通个1230.224.71.55按扣三通(dee16，600LL/h)个35260.2705.242.3四其它1369.01胶水Kg1335.0455.02清洗剂Kg176.0102.03生料带个212.041.94钢锯个1327.0351.05钢锯条个4210.0419.1合计290165..829706.33XX乡2-1分分系统（740亩,1个系统）编号设备名称及规格格单位数量单价（元）复价（元）设备费设备费安装费一建筑工程62920.33(1)滴灌系统62920.331土方开挖m368173.121132.772土方回填m368172.819087.663砼镇墩座14250.03500.04闸阀井（树脂）座14800.011200.005排水井（树脂）座10800.08000.0二首部系统153472..023020.881砂式+网式全自动反冲冲洗过滤器器8"台185000.0085000.0012750.002压差式施肥罐((300LL)个11500.01500.0225.03自动反冲洗控制制器个110000.0010000.001500.04自动反冲洗阀((4"×33"×4"")个55500.027500.004125.052"进排气阀个2450.0900.0135.061/2"进排气气阀个350.0150.022.57DN200柔性性接头（含含法兰）个2380.0760.0114.08DN200对夹夹式软密封封蝶阀(含法兰)个3480.01440.0216.09DN200×550钢三盘三三通个1470.0470.070.510DN200可拆拆式水平螺螺翼水表个13200.03200.0480.011压力表436.0144.021.612DN200钢制制三盘三通通个2500.01000.0150.013DN200止止回阀个1400.0400.060.014DN200钢钢管m8240.01920.0288.015DN200钢弯弯管个2380.0760.0114.016DN200钢法法兰个866.0528.079.217离心泵（水泵型型号：（KQW2200/3345-445/4）套117800.0017800.002670.0三田间材料280130..423516.55（一）输水管152501..515250.22干管及分干管1PVC315（0.4MMPa)083.00.00.02PVC250（0.4MMPa)m71553.137966.553796.73PVC200（0.4MMPa)m20731.06417.0641.74PVC160（0.4MMPa)m516520.0103300..010330.005PVC110（0.4MMPa)m010.50.00.06PVC90（00.4MPPa)m7306.64818.0481.8（二）PVC管件15212.881521.31正三通φ31550212.00.00.02正三通φ2500个1164.0164.016.43正三通φ2000个0114.00.00.04正三通φ1600个176.076.07.65正三通φ1100个036.00.00.06正三通φ90个5428.01512.0151.28异径三通φ2550*1660*2550个2128.0256.025.69异径三通φ2000*1660*2000个888.0704.070.410异径三通φ1660*900*1600个4437.01628.0162.8蝶阀φ3150284.00.00.011蝶阀φ250个3258.0774.077.412蝶阀φ200个1214.0214.021.413蝶阀φ160个10158.01580.0158.014蝶阀φ110个0118.00.00.015de90PVCC球阀个11936.04276.8427.7PVC法兰((de3115，配套螺螺栓)098.00.00.016PVC法兰((de2550，配套螺螺栓)个668.0408.040.817PVC法兰((de2000，配套螺螺栓)个234.068.06.818PVC法兰((de1660，配套螺螺栓)个2028.0560.056.019PVC法兰((de1110，配套螺螺栓)个016.00.00.020de90外丝接接头个8812.01056.0105.621de90外丝承承插直通个8812.01056.0105.622de90铁卡子子个882.0176.017.623异径接头φ2550*2000个246.092.09.224异径接头φ2550*1660个042.00.00.025异径接头φ2000*1660个236.072.07.226异径接头φ1660*1110个012.00.00.027异径接头φ1660*900个1010.0100.010.030de160PVVC弯头个532.0160.016.031de110PVVC弯头个016.00.00.032de90PVCC弯头个1012.0120.012.033排气阀个1016.0160.016.0（三）PE管材及管管件112416..16745.01PE管材(dde90,,0.255Mpa,,1.6mmm)m45503.214558.77873.52棉花用滴灌带((de166（q=1..8L/hh))m6023600.1696377.665782.74PE直通个2500.250.03.05按扣三通(dee16，600LL/h)个71490.21429.885.8四其它2650.71胶水Kg2535.0875.02清洗剂Kg336.0198.03生料带个412.082.14钢锯个2527.0675.05钢锯条个8210.0820.6合计499173..446537.33XX乡2-2分分系统（483亩,1个系统）编号设备名称及规格格单位数量单价（元）复价（元）设备费设备费安装费一建筑工程35436.22(1)滴灌系统35436.221土方开挖m342183.113075.882土方回填m342182.811810.443砼镇墩座7250.01750.04闸阀井（树脂）座6800.04800.05排水井（树脂）座5800.04000.0二首部系统126186..018927.991砂式+网式全自动反冲冲洗过滤器器6"台172000.0072000.0010800.002压差式施肥罐((200LL)个1450.0450.067.53自动反冲洗控制制器个110000.0010000.001500.04自动反冲洗阀（3"×22"×3""）个44200.016800.002520.052"进排气阀个2450.0900.0135.061/2"进排气气阀个250.0100.015.07DN150柔性性接头（含含法兰）个2360.0720.0108.08DN150对夹夹式软密封封蝶阀(含法兰)个3450.01350.0202.59DN150×550钢三盘三三通个1454.0454.068.110DN150可拆拆式水平螺螺翼水表个13000.03000.0450.011压力表436.0144.021.612DN150钢制制三盘三通通个2480.0960.0144.013DN150止止回阀个1380.0380.057.014DN150钢钢管m8220.01760.0264.015DN150钢弯弯管个2360.0720.0108.016DN150钢法法兰个856.0448.067.217离心泵（水泵型型号：（KQW2200/3320-337/4）套116000.0016000.002400.0三田间材料170929..514189.00（一）输水管90322.119032.2干管及分干管1PVC315（0.4MMPa)083.00.00.02PVC250（0.4MMPa)m29753.115770.771577.13PVC200（0.4MMPa)m11031.03410.0341.04PVC160（0.4MMPa)m343220.068640.006864.05PVC110（0.4MMPa)m010.50.00.06PVC90（00.4MPPa)m3796.62501.4250.1（二）PVC管件8007.0800.71正三通φ31550212.00.00.02正三通φ2500个1164.0164.016.46正三通φ90个3028.0840.084.08异径三通φ2550*1660*2550个2128.0256.025.69异径三通φ2000*1660*2000个388.0264.026.410异径三通φ1660*900*1600个2537.0925.092.5蝶阀φ3150284.00.00.011蝶阀φ250个1258.0258.025.812蝶阀φ200个0214.00.00.013蝶阀φ160个5158.0790.079.014蝶阀φ110个0118.00.00.015de90PVCC球阀个6636.02376.0237.6PVC法兰((de3115，配套螺螺栓)098.00.00.016PVC法兰((de2550，配套螺螺栓)个268.0136.013.617PVC法兰((de2000，配套螺螺栓)个034.00.00.018PVC法兰((de1660，配套螺螺栓)个1028.0280.028.019PVC法兰((de1110，配套螺螺栓)个016.00.00.020de90外丝接接头个5012.0600.060.021de90外丝承承插直通个5012.0600.060.022de90铁卡子子个502.0100.010.023异径接头φ2550*2000个246.092.09.224异径接头φ2550*1660个042.00.00.025异径接头φ2000*1660个236.072.07.226异径接头φ1660*1110个012.00.00.027异径接头φ1660*900个510.050.05.030de160PVVC弯头个232.064.06.431de110PVV