小金湾水力及概算

1、工工 程程 特特 性性 表表序号项目单位项目区备注一工程设计标准1工程类型2设计年限年153设计洪水标准%104校核洪水标准%3.335抗震设防烈度度二工程建设内容1工程处数12解决范围乡镇数个1行政村数个3组个17户数户554人数人26833解决类型氟超标人2683苦咸水人污染严重未经处理的地下水人水量不达标人水源保证率不达标人4主要建设内容引用地表水处提取地下水处1安装机泵台数台1管理房、厂房及泵房面积m293.45变频设备台1工工 程程 特特 性性 表表序号项目单位项目区备注净水设备台1闸阀井座17输配水管线km33.79三施工1工程量万m35.27土方万m35.24石方万m30.02砼

2、万m30.012主要材料用量t水泥t35.6钢材t2.20塑材t31.4设备台4四工程投资总投资万元130.76建筑工程万元47.42机电设备及安装工程万元69.16金属结构设备及安装工程万元临时工程万元2.85其他费用万元7.53五国民经济评价经济内部收益率%7.1%经济净现值(Is=8%)万元0.85经济效益费用比1.01静态投资回收年限年11.67小金湾东乡族乡二、三、五村饮水安全工程项目区基本情况表表表1-11-1序号项目区项目区总人口(人)其中项目区饮水安全人数 项目区饮水不安全人数其 中城镇人口(人)农业人口(人)户数(户)人数(人)户数(户)人数(人)氟重度超标人数(人)2.5g

3、/L苦咸水人数（人）水源严重污染人数（人）水量不达标人数(人)水源保证率不达标(人)一二村10641064196106410641一组163163301631632二组65651265653三组92921792924四组103103191031035五组152152281521526六组278278512782787七组21121139211211二三村8388381828388381一组176176381761762二组14714732147147小金湾东乡族乡二、三、五村饮水安全工程项目区基本情况表表表1-11-1序号项目区项目区总人口(人)其中项目区饮水安全人数 项目区饮水不安全人数其

4、中城镇人口(人)农业人口(人)户数(户)人数(人)户数(户)人数(人)氟重度超标人数(人)2.5g/L苦咸水人数（人）水源严重污染人数（人）水量不达标人数(人)水源保证率不达标(人)3三组138138301381384四组189189411891895五组18818841188188三五村7817811767817811一组213213482132132二组129129291291293三组151151341511514四组146146331461465五组14214232142142小计2683268355426832683项目区饮水不安全范围、类型规划明细表表2-1县区名称工程名称解决的范

5、围解决饮水不安全类型(人)乡镇名称行政村名称自然村名称户数(户)人数(人)氟超标 砷超标 苦咸水未经处理的娄及超类地表水细菌学指标超标严重,未经处理的地表水污染严重,未经处理的地下水其他饮水水质超标问题水量不达标用水方便程度不达标水源保证率不达标玉门市小金湾东乡族乡二、三、五村饮水安全工程小金湾东乡族乡二村一组30163163二组126565三组179292四组19103103五组28152152六组51278278七组39211211三村一组38176176二组32147147三组30138138项目区饮水不安全范围、类型规划明细表表2-1县区名称工程名称解决的范围解决饮水不安全类型(人)乡

6、镇名称行政村名称自然村名称户数(户)人数(人)氟超标 砷超标 苦咸水未经处理的娄及超类地表水细菌学指标超标严重,未经处理的地表水污染严重,未经处理的地下水其他饮水水质超标问题水量不达标用水方便程度不达标水源保证率不达标玉门市小金湾东乡族乡二、三、五村饮水安全工程小金湾东乡族乡三村四组41189189五组41188188五村一组48213213二组29129129三组34151151四组33146146五组32142142合计3村1755426832683项目区饮水不安全范围、类型可研明细表表2-1县区名称工程名称解决的范围解决饮水不安全类型(人)乡镇名称行政村名称自然村名称户数(户)人数(人)

7、氟超标 砷超标 苦咸水未经处理的娄及超类地表水细菌学指标超标严重,未经处理的地表水污染严重,未经处理的地下水其他饮水水质超标问题水量不达标用水方便程度不达标水源保证率不达标玉门市小金湾东乡族乡二、三、五村饮水安全工程小金湾东乡族乡二村一组30163163二组126565三组179292四组19103103五组28152152六组51278278七组39211211三村一组38176176二组32147147玉门市小金湾东乡族乡二、三、五村饮水安全工程小金湾东乡族乡三村三组30138138项目区饮水不安全范围、类型可研明细表表2-1县区名称工程名称解决的范围解决饮水不安全类型(人)乡镇名称行政村

8、名称自然村名称户数(户)人数(人)氟超标 砷超标 苦咸水未经处理的娄及超类地表水细菌学指标超标严重,未经处理的地表水污染严重,未经处理的地下水其他饮水水质超标问题水量不达标用水方便程度不达标水源保证率不达标四组41189189五组41188188五村一组48213213二组29129129三组34151151四组33146146五组32142142合计3村1755426832683玉门市小金湾东乡族乡二、三、五村饮水安全工程小金湾东乡族乡三村项目区饮水不安全范围、类型初设明细表表2-2县区名称工程名称解决的范围解决饮水不安全类型(人)乡镇名称行政村名称自然村名称户数(户)人数(人)氟超标 砷超

9、标 苦咸水未经处理的娄及超类地表水细菌学指标超标严重,未经处理的地表水污染严重,未经处理的地下水其他饮水水质超标问题水量不达标用水方便程度不达标水源保证率不达标玉门市小金湾东乡族乡二、三、五村饮水安全工程小金湾东乡族乡二村一组30163163二组126565三组179292四组19103103五组28152152六组51278278七组39211211三村一组38176176二组32147147玉门市小金湾东乡族乡二、三、五村饮水安全工程小金湾东乡族乡三村三组30138138项目区饮水不安全范围、类型初设明细表表2-2县区名称工程名称解决的范围解决饮水不安全类型(人)乡镇名称行政村名称自然村名

10、称户数(户)人数(人)氟超标 砷超标 苦咸水未经处理的娄及超类地表水细菌学指标超标严重,未经处理的地表水污染严重,未经处理的地下水其他饮水水质超标问题水量不达标用水方便程度不达标水源保证率不达标四组41189189五组41188188五村一组48213213二组29129129三组34151151四组33146146五组32142142合计3村1755426832683玉门市小金湾东乡族乡二、三、五村饮水安全工程小金湾东乡族乡三村单单项项工工程程设设计计用用水水量量计计算算表表序号单项工程户数2004年底人数设计人数居民生活用水量W1公共建筑用水量W2牲畜用水量W3集中养殖户企 业用水量W4消

11、防用水量绿 地用水量W4（户）(人)(人)(m3/d)(m3/d)(m3/d)(m3/d)(m3/d)(m3/d)(m3/d)1小金湾乡86738644207252.4225.24100.002一村一组2283905.403一村二组933352.104一村三组1247513.065一村四组1452563.366一村五组2077834.987一村六组371411539.188四村一组381441569.369四村二组321201307.8010四村三组301131237.3811四村四组4115416710.0212四村五组411531669.9613四村六组1764694.1414二村一组30

12、16317710.6215二村二组1265704.2016二村三组17921006.0017二村四组191031126.7218二村五组281521659.9019二村六组5127830218.1220二村七组3921122913.7421三村一组3817619111.4622三村二组321471609.6023三村三组301381509.0024三村四组4118920512.3025三村五组4118820412.2426五村一组4821323113.8627五村二组291291408.4028五村三组341511649.8429五村四组331461589.4830五村五组321421549.

13、24表2-2管网渗漏水量和未预见水量W5W水厂自用水量小计最高日最高时用水量Wmax集中养殖及企业公共建筑绿地用水量四村用水量(m3/d)(m3/h)(L/S)37.77415.43415.4351.9314.423.821.250.001.860.545.945.940.740.210.000.000.000.212.312.310.290.080.000.000.000.313.373.370.420.120.000.000.000.343.703.700.460.130.000.000.000.505.485.480.680.190.000.000.000.9210.1010.101.2

14、60.350.000.000.000.9410.3010.301.290.360.000.000.000.360.788.588.581.070.300.000.000.000.300.748.128.121.010.280.000.000.000.281.0011.0211.021.380.380.000.000.000.381.0010.9610.961.370.380.000.000.000.380.414.554.550.570.160.000.000.000.16单单项项工工程程设设计计用用水水量量计计算算表表1.0611.6811.681.460.410.000.000.000.4

15、24.624.620.580.160.000.000.000.606.606.600.830.230.000.000.000.677.397.390.920.260.000.000.000.9910.8910.891.360.380.000.000.001.8119.9319.932.490.690.000.000.001.3715.1115.111.890.520.000.000.001.1512.6112.611.580.440.000.000.000.9610.5610.561.320.370.000.000.000.909.909.901.240.340.000.000.001.231

16、3.5313.531.690.470.000.000.001.2213.4613.461.680.470.000.000.001.3915.2515.251.910.530.000.000.000.849.249.241.160.320.000.000.000.9810.8210.821.350.380.000.000.000.9510.4310.431.300.360.000.000.000.9210.1610.161.270.350.000.000.000.098746898小金湾东乡族乡二、三、五村饮水安全工程管网水力计算表表44管管段段人人管管段段沿沿线线节节点点节节点点管管段段计计计

17、计算算设设计计计计算算管管内内水水力力水水头头水水压压地地面面自自由由编编号号数数长长度度流流量量编编号号流流量量算算流流量量管管径径管管径径内内径径流流速速坡坡降降损损失失线线标标高高标标高高水水头头( (人人) )(m)(m)(l/s)(l/s)(l/s)(l/s)(l/s)(l/s)(mm)(mm)(mm)(mm)(mm)(mm)(m/s)(m/s)(m/m)(m/m)(m)(m)(m)(m)(m)(m)(m)(m)001377.001362.0015.000-1500.0010.0013.811191601520.760.00370.201376.801359.9816.821-260

18、00.0020.082.284875690.610.00664.331372.471358.8213.652-3598000.1630.080.161340360.160.00131.141371.321351.3419.982-48000.0040.232.124675690.570.00585.081367.391351.34162350.120.231540360.230.00250.841366.551349.3917.164-6863000.2360.120.231540360.230.00250.841366.551349.3917.164-75500.0

19、070.191.664175690.440.00372.261365.131349.3915.747-8703000.1980.090.191440360.180.00180.581364.551347.2217.337-9703000.1990.090.191440360.180.00180.581364.551347.2217.337-107500.00100.221.283675690.340.00241.951363.181347.2215.9610-11823500.22110.110.221540350.230.00271.021362.161345.3316.8310-12823

20、500.22120.110.221540350.230.00271.021362.161345.3316.8310-138000.00130.210.842963580.320.00262.251360.941345.3315.6113-14793500.21140.110.211540350.220.00250.961359.981341.1118.8713-15793500.21150.110.211540350.220.00250.961359.981341.1118.8713-1612000.00160.210.412150450.260.00253.241357.701341.111

21、6.5916-17773500.21170.100.211540350.220.00240.921356.781340.2316.5516-18773500.21180.100.211540350.220.00240.921356.781340.2316.55小金湾东乡族乡二、三、五村饮水安全工程管网水力计算表表44管管段段人人管管段段沿沿线线节节点点节节点点管管段段计计计计算算设设计计计计算算管管内内水水力力水水头头水水压压地地面面自自由由编编号号数数长长度度流流量量编编号号流流量量算算流流量量管管径径管管径径内内径径流流速速坡坡降降损损失失线线标标高高标标高高水水头头( (人人) )(m)

22、(m)(l/s)(l/s)(l/s)(l/s)(l/s)(l/s)(mm)(mm)(mm)(mm)(mm)(mm)(m/s)(m/s)(m/m)(m/m)(m)(m)(m)(m)(m)(m)(m)(m)1-1912000.00191.6011.531081601520.640.00273.541373.251352.5520.7019-207316002.59201.604.516890840.810.00865.681367.571350.9316.6420-2110000.62210.581.924490840.350.00192.091365.491346.5418.9521-22100

23、5000.27220.130.271750450.170.00110.631364.861346.2118.6521-231005000.27230.130.271750450.170.00110.631364.861346.2118.6521-2412000.62240.690.762875690.200.00091.251364.241343.2321.0124-251005000.27250.130.271750450.170.00110.631363.611342.8920.7224-261045500.28260.140.281750450.180.00120.741363.5013

24、42.8920.6124-27803000.22270.110.221550450.140.00080.251363.991342.0621.9319-285000.00280.867.02851251030.840.00713.931369.331352.3217.0128-298810000.86290.430.863063580.330.00272.961366.371348.7917.5828-308310000.85300.420.852963580.320.00262.881366.451348.7917.6628-317000.00310.095.31741251170.490.

25、00241.821367.511351.9715.5431-32356000.09320.050.091032280.150.00171.131366.381351.6214.7631-33356000.09330.050.091032280.150.00171.131366.381351.6214.7631-342000.00340.133.646190840.660.00591.301366.211351.0315.1834-35474000.13350.060.131140360.120.00090.381365.831348.9916.8434-36474000.13360.060.1

26、31140360.120.00090.381365.831348.9916.8434-378000.00370.883.395990840.610.00524.561361.651348.3013.35小金湾东乡族乡二、三、五村饮水安全工程管网水力计算表表44管管段段人人管管段段沿沿线线节节点点节节点点管管段段计计计计算算设设计计计计算算管管内内水水力力水水头头水水压压地地面面自自由由编编号号数数长长度度流流量量编编号号流流量量算算流流量量管管径径管管径径内内径径流流速速坡坡降降损损失失线线标标高高标标高高水水头头( (人人) )(m)(m)(l/s)(l/s)(l/s)(l/s)(l/s)(

27、l/s)(mm)(mm)(mm)(mm)(mm)(mm)(m/s)(m/s)(m/m)(m/m)(m)(m)(m)(m)(m)(m)(m)(m)37-3835120000.94380.470.943175690.250.00143.021358.631341.6916.9437-391506000.40390.200.402050450.250.00231.551360.101347.7612.3437-401526000.41400.200.412050450.260.00241.581360.071347.7612.3137-415000.00410.221.634190840.290.0

28、0140.781360.871346.6814.1941-42824000.22420.110.221540350.230.00271.171359.701346.1213.5841-43834000.22430.110.221540350.230.00271.201359.671346.1213.5541-4410000.00440.291.193575690.320.00212.271358.601345.3713.2344-451004000.27450.130.271750450.170.00110.501358.101344.4913.6144-461124000.30460.150

29、.301850450.190.00140.611357.991344.4913.5044-478000.00470.310.622563580.230.00151.301357.301342.7414.5647-481144000.31480.150.311850450.190.00140.631356.671341.2915.3847-491154000.31490.150.311850450.190.00150.641356.661341.2915.3731-503000.00500.111.48391101020.180.00050.161367.351351.5315.8250-514

30、25000.11510.060.111140360.110.00070.391366.961349.7417.2250-52415000.11520.060.111140360.110.00070.371366.971349.7417.2350-5346812001.26531.261.263690840.230.00091.181366.171351.1315.04合计4207管网至最不利点(节点49)的沿程水头损失为24.98m0012003004300690036006350670012000125001801401251109075635040322251602000000000000

31、000000000000005000000060000000000000000080000000000080000000000000000030000000000000030000000000055000000000000000030000000000000030000000000075000000000000000035000000000000035000000000008000000000000000035000000000000035000000000000120000000000000003500000000000003500000001200300430069003600635067

32、001200012500180140125110907563504032225160200000000000001200000006000000000000001000000000000000000500000000000000500000000000012000000000000000050000000000000055000000000000030000000005000000000000000000100000000000000010000000000070000000000000000000006000000000000006000000000200000000000000000040

33、000000000000040000000000800000000000012003004300690036006350670012000125001801401251109075635040322251602000000020000000000000000060000000000000060000000000050000000000000000004000000000000004000000000001000000000000000004000000000000004000000000000080000000000000004000000000000004000000000030000000

34、0000000000005000000000000005000000000012000000000020.73小金湾东乡族乡二、三、五村饮水安全工程管网水力计算表表44管管段段人人管管段段沿沿线线节节点点节节点点管管段段计计计计算算设设计计计计算算管管内内水水力力水水头头水水压压地地面面自自由由编编号号数数长长度度流流量量编编号号流流量量算算流流量量管管径径管管径径内内径径流流速速坡坡降降损损失失线线标标高高标标高高水水头头0( (人人) )(m)(m)(l/s)(l/s)(l/s)(l/s)(l/s)(l/s)(mm)(mm)(mm)(mm)(mm)(mm)(m/s)(m/s)(m/m)(m

35、/m)(m)(m)(m)(m)(m)(m)(m)(m)180001377.001362.0015.0000-1500.0010.0011.311071601520.620.00260.141376.861359.9816.8801-26000.0020.082.284875690.610.00664.331372.531358.8213.7102-3598000.1630.080.161325220.420.013611.991360.541351.349.2002-48000.0040.232.124675690.570.00585.081367.451351.3416.1104-58630

36、00.2350.120.231532280.380.00842.771364.671349.3915.2804-6863000.2360.120.231532280.380.00842.771364.671349.3915.2804-75500.0070.191.664163580.630.00855.171362.281349.3912.8907-8703000.1980.090.191425220.500.01856.091356.191347.228.9707-9703000.1990.090.191425220.500.01856.091356.191347.228.9707-1075

37、00.00100.221.283663580.480.00544.461357.821347.2210.60010-11823500.22110.110.221532280.360.00772.971354.841345.339.51010-12823500.22120.110.221532280.360.00772.971354.841345.339.51010-138000.00130.210.842963580.320.00262.251355.571345.3310.24013-14793500.21140.110.211532280.340.00722.781352.791341.1

38、111.68013-15793500.21150.110.211532280.340.00722.781352.791341.1111.68013-1612000.00160.210.412150450.260.00253.241352.331341.1111.22016-17773500.21170.100.211532280.340.00692.661349.671340.239.44016-18773500.21180.100.211532280.340.00692.661349.671340.239.4401-1912000.00190.989.04961601520.500.0017

39、2.301374.561352.5522.010小金湾东乡族乡二、三、五村饮水安全工程管网水力计算表表44管管段段人人管管段段沿沿线线节节点点节节点点管管段段计计计计算算设设计计计计算算管管内内水水力力水水头头水水压压地地面面自自由由编编号号数数长长度度流流量量编编号号流流量量算算流流量量管管径径管管径径内内径径流流速速坡坡降降损损失失线线标标高高标标高高水水头头0( (人人) )(m)(m)(l/s)(l/s)(l/s)(l/s)(l/s)(l/s)(mm)(mm)(mm)(mm)(mm)(mm)(m/s)(m/s)(m/m)(m/m)(m)(m)(m)(m)(m)(m)(m)(m)1801

40、9-207316001.97200.983.275890840.590.00493.211371.351350.9320.42020-2110000.00210.271.303675690.350.00242.671368.671346.5422.13021-221005000.27220.130.271740350.280.00382.081366.591346.2120.38021-231005000.27230.130.271740350.280.00382.081366.591346.2120.38021-2412000.00240.380.762875690.200.00091.25

41、1367.431343.2324.20024-251005000.27250.130.271740350.280.00382.081365.341342.8922.45024-261045500.28260.140.281740350.290.00412.461364.971342.8922.08024-27803000.22270.110.221532280.350.00742.441364.991342.0622.93019-285000.00280.235.77771251030.690.00502.771371.791352.3219.47028-298810000.24290.120

42、.241663580.090.00030.301371.491348.7922.70028-308310000.22300.110.221563580.080.00020.271371.521348.7922.73028-317000.00310.095.31741251170.490.00241.821369.971351.9718.00031-32356000.09320.050.091025210.270.00674.451365.521351.6213.90031-33356000.09330.050.091025210.270.00674.451365.521351.6213.900

43、31-342000.00340.133.646190840.660.00591.301368.671351.0317.64034-35474000.13350.060.131125210.360.01145.001363.671348.9914.68034-36474000.13360.060.131125210.360.01145.001363.671348.9914.68034-378000.00370.883.395990840.610.00524.561364.111348.3015.81037-3835120000.94380.470.943163580.360.00316.9313

44、57.181341.6915.49037-391506000.40390.200.402040360.400.00684.481359.631347.7611.870小金湾东乡族乡二、三、五村饮水安全工程管网水力计算表表44管管段段人人管管段段沿沿线线节节点点节节点点管管段段计计计计算算设设计计计计算算管管内内水水力力水水头头水水压压地地面面自自由由编编号号数数长长度度流流量量编编号号流流量量算算流流量量管管径径管管径径内内径径流流速速坡坡降降损损失失线线标标高高标标高高水水头头0( (人人) )(m)(m)(l/s)(l/s)(l/s)(l/s)(l/s)(l/s)(mm)(mm)(mm)(

45、mm)(mm)(mm)(m/s)(m/s)(m/m)(m/m)(m)(m)(m)(m)(m)(m)(m)(m)18037-401526000.41400.200.412040360.400.00704.591359.521347.7611.76037-415000.00410.221.634175690.440.00361.991362.121346.6815.44041-42824000.22420.110.221532280.360.00773.401358.721346.1212.60041-43834000.22430.110.221532280.360.00793.471358.65

46、1346.1212.53041-4410000.00440.291.193563580.450.00475.191356.921345.3711.55044-451004000.27450.130.271740350.280.00381.671355.261344.4910.77044-461124000.30460.150.301840350.310.00462.041354.891344.4910.40044-478000.00470.310.622550450.390.00504.361352.561342.749.82047-481144000.31480.150.311840360.

47、300.00421.841350.721341.299.43047-491154000.31490.150.311840360.300.00421.871350.691341.299.40031-503000.00500.111.483963580.560.00702.311367.651351.5316.12050-51425000.11510.060.111125210.330.00939.351358.301349.748.56050-52415000.11520.060.111125210.320.00894.911362.751349.7413.01050-5346812001.26

48、531.261.263663580.480.00526.931360.731351.139.600合计42073180011.31至最不利点管段(1192831343741444749)的沿程水头损失为31.73m28.9001200016004100860020004850380044001250031800140125110907563504032251602000000000000000000000000500000060000000000000000008000000008000000000000000003000000000000030000000000550000000000000

49、000300000000000003000000000750000000000000003500000000000035000000000800000000000000003500000000000035000000000012000000000000000350000000000003500000000000000120000120001600410086002000485038004400125003180014012511090756350403225160200000600000000000000100000000000000000500000000000005000000000012

50、000000000000000050000000000000550000000000000300000050000000000000000010000000000000010000000000700000000000000000000060000000000000600000002000000000000000000040000000000000400000008000000000000000200000000000000006000000012000160041008600200048503800440012500318001401251109075635040322516020000000

51、0060000000000500000000000000000400000000000004000000000010000000000000000400000000000004000000000000800000000000000400000000000004000000000003000000000000000005000000000000050000000001200000000工程量及主要材料用量汇总表表5县(区)名称工程名称工程量(万m3)主要材料用量劳动工日(万工日)小计 土方 石方砼水泥(T)钢材(T)管材设备类型管径压力等级长度(m)类型型号数量(台)玉门市小金湾东乡族乡二、三、

52、五村饮水安全工程5.275.240.020.0135.62.2UPVC管材1600.6MPA1313水泵250QJ63-8011.30UPVC管材1250.6MPA1260变频控制柜22KW1UPVC管材900.6MPA4515二氧化氯发生器HB-501UPVC管材750.6MPA7245变压器及配电控制系统30KVA1UPVC管材630.6MPA3780UPVC管材500.6MPA6985UPVC管材400.6MPA7370UPVC管材320.6MPA1320UPVC管材200.6MPA13850钢管1600.6MPA20钢管800.6MPA20总总概概算算表表小小金金湾湾东东乡乡族族乡乡二

53、二、三三、五五村村饮饮水水安安全全工工程程单位：万元表9-1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(万元)占一至六部分投资%第第一一部部分分:建建筑筑工工程程4 47 7. .4 42 24 47 7. .4 42 237.3%37.3%一水源井15.421 15 5. .4 42 2二供水站4.134 4. .1 13 3三管道工程27.462 27 7. .4 46 6四其他工程0.400 0. .4 40 0第第二二部部分分:设设备备材材料料及及安安装装工工程程5 5. .6 64 46 63 3. .5 52 26 69 9. .1 16 654.5%54.5%一设备费0.

54、7614.781 15 5. .5 54 4二材料费4.8848.745 53 3. .6 62 2第第三三部部分分:临临时时工工程程2 2. .8 85 52 2. .8 85 52.2%2.2%一房屋建筑工程0.960 0. .9 96 6二其他临时工程1.891 1. .8 89 9第第四四部部分分:其其它它费费用用6 6. .8 81 17 7. .5 53 35.9%5.9%一建设管理费2.392 2. .3 39 9二施工监理费1.191 1. .1 19 9三勘测设计费2.992 2. .9 99 9四工程质量监督检测费0.240 0. .2 24 4五水质监测费0 0. .7

55、72 2一一至至四四部部分分合合计计5 55 5. .9 91 16 63 3. .5 52 26 6. .8 81 11 12 26 6. .9 96 6100.0%100.0%预预备备费费(3%)(3%)3 3. .8 81 1工工程程总总投投资资1 13 30 0. .7 76 6建建筑筑工工程程概概算算表表小小金金湾湾东东乡乡族族乡乡二二、三三、五五村村饮饮水水安安全全工工程程表9-2编号工程或费用名称单位数量单价(元)合计(万元)第第一一部部分分：建建筑筑工工程程47.4247.42一水源井15.421打水源井m1001000.0010.002沉井池套13000.000.303水源保

56、护0.63刺丝围栏m12035.000.42界桩个2240.000.09警示牌块11200.000.124水厂m24.50泵房及消毒设备房(砖混结构)m237.62850.003.20花砖地坪m23670.000.25大门制安T0.59000.000.45标志碑块11200.000.12砖围墙m18.9220.000.42室内地沟m3200.000.06二供水站4.131办公用房(砖混结构)m244.5850.003.782花砖地坪m25070.000.35三管道工程27.461土方开挖m3261753.809.952土方回填m3261752.606.813土方开挖（穿越公路）m333.800

57、.014土方回填（穿越公路）m332.600.015路面恢复（公路）m24535.000.166阀门井及井盖座17900.001.538水表井盖个900100.009.00四其他工程0.40地埋低压电缆(380V)m100400.40设设备备材材料料及及安安装装工工程程概概算算表表小小金金湾湾东东乡乡族族乡乡二二、三三、五五村村饮饮水水安安全全工工程程表9-3编号名称及规格单位数量单价(元)合计(万元)设备费安装费设备费安装费第第二二部部分分:设设备备材材料料及及安安装装工工程程63.5263.525.645.641设设备备费费14.7814.780.760.76(1)(1)设设备备小小计计5

58、135900759513.590.761水泵(250QJ6360/318.5）台套11600016001.600.162备用泵(250QJ6360/318.5）台170003500.700.04330KVA变压器及配电控制系统台400.174变频控制器(30kw)台000.155二氧化氯发生器(HB-50)890.24(2)(2)运运杂杂费费8.76%1.191.192 2管管材材管管件件48.744.88(1)(1)管管材材4763835.533.56160m131341.524.155.450.54125m126

59、026.112.613.290.3390m451513.571.366.130.6175m72459.430.946.830.6863m37807.130.712.700.2750m69855.520.553.860.3940m73704.370.443.220.3232m13203.450.350.460.0520m138502.200.223.050.30160钢管m20150.0015.000.300.0380钢管m20120.0012.000.240.02(2)(2)水水表表5.090.51LXS-80套13500.00350.000.350.04LXS-65套17303.0030.3

60、00.520.0515(入户水表)套130032.503.254.230.42设设备备材材料料及及安安装装工工程程概概算算表表小小金金湾湾东东乡乡族族乡乡二二、三三、五五村村饮饮水水安安全全工工程程表9-3编号名称及规格单位数量单价(元)合计(万元)设备费安装费设备费安装费(3)(3)闸阀3.480.35逆止阀80个1277.2027.720.030.0050闸阀个17201.1020.110.340.0350自动排气阀个1780.008.000.140.0150消防栓个1765.006.500.110.0115入户磁力控制阀个130022.002.202.860.29(4)(4)管管件件0.