重庆市水库移民后扶答疑公告（重庆市合川区人民政府合阳城街道办事处2026）
合阳城街道五显村、长兴村、马岭村水库移民后扶项目
答疑文件（一）
各潜在投标人：
现对“合阳城街道五显村、长兴村、马岭村水库移民后扶项目”答疑回复如下：
1、问题1：招标文件第八章投标文件格式中（二）承诺部分是否包含招标文件要求的所有承诺，投标人是否还需要提供其他格式之外的其他承诺
回复：招标文件中明确了承诺格式在“第八章投标文件格式”的均已包含，其余涉及承诺部分（如有）由各潜在投标人根据自身投标情况按招标文件要求提供。
2、问题2：投标函附录中，工期、分包、工程质量要求和缺陷责任期对应的约定内容，可以统一填写“达到招标文件要求”吗
回复：可以。
3、问题3：评标办法中已标价工程量清单要求的承诺需要在报价部分和资格审查资料中进行单独承诺吗
回复：不需要。
4、问题4：请问招标人是否委派业主专家参与评标吗
回复：由招标人按法律法规及相关规定依法组建评标委员会。
5、问题5：这个项目应该没有人行贿专家了吧?
回复：《重庆市招标投标条例》第三十八条规定：评标专家不得收受或者索取投标人、中介人、其他利害关系人的财物或者其他好处。如发现有行贿行为的，可以向相关监督部门举报。
6、问题6：现场递交纸质保函原件是否需要本项目投标人须知前附表中要求的委托代理人持授权委托书和养老保险证明材料复印件递交吗
回复：不需要。
7、问题7：可以用自己做的材料购买协议、劳务协议、设备租赁协议作为低价说明证明材料吗
回复：投标人提供的说明是否能证明其报价的合理性，由评标委员会综合评定。
8、问题8：任一清单的综合单价低于警戒线，就要提供说明吗
回复：不需要。本项目仅对投标总报价设置了异常低价警戒线。
9、问题9：请问投标文件制作系统软件导出的电子投标文件格式与加盖公章的招标文件PDF文件中的投标文件格式不一致的以哪个为准
回复：投标文件格式以系统导出加盖公章的PDF招标文件为准。
10、问题10：合同工程完工证书（或合同工程验收鉴定书或工程竣工证书副本或竣工验收鉴定书）的证明材料，请问竣工证明材料只能是上述几种吗例如竣工报告、完工证明等证明材料符合要求吗
回复：业绩的证明材料应提供合同协议书和合同工程完工证书（或合同工程验收鉴定书或工程竣工证书副本或竣工验收鉴定书）。若提供的业绩证明材料不能体现上述业绩指标的，应补充提供业主证明。
11、问题11：财务报告可以不提供财务报表附注吗
回复：可以。
12、问题12：财政部国务院国资委金融监管总局2023年9月14日发布的《关于加强审计报告查验工作的通知》中要求会计师事务所应当按照规定将其承办《中华人民共和国注册会计师法》第十四条规定审计业务出具的报告（以下简称审计报告）上传注册会计师行业统一监管平台（以下简称统一监管平台）并申请赋码。本项目投标人提供的财务报告需要赋码和提供查询截图吗
回复：不需要。
13、问题13：高标准农田业绩符合业绩要求吗
回复：符合，但同时还需要满足招标文件对业绩的其他要求。
14、问题14：1、财务报告可以不提供财务报表附注吗?2、投标函附录中，工期、分包、工程质量要求可以统一填写"达到招标文件要求"吗?3、招标文件第八章投标文件格式中(二)承诺部分是否包含招标文件要求的所有承诺，投标人是否还需要提供其他格式之外的其他承诺?4、请问本项目"评标委员会"有业主代表吗，请明确有几位?5、本项目是否异地评标
回复：1、可以；2、可以；3、招标文件中明确了承诺格式在“第八章投标文件格式”的均已包含，其余涉及承诺部分（如有）由各潜在投标人根据自身投标情况按招标文件要求提供；4、由招标人按法律法规及相关规定依法组建评标委员会；5、本项目不采用异地评标。
注：本答疑文件与招标文件有冲突的地方，以本补遗文件为准，本答疑文件作为招标文件的组成部分。请各投标人自行下载，不管下载与否均视为投标人已全部知晓。
招标人：重庆市合川区人民政府合阳城街道办事处
招标代理机构：重庆星辞建设工程咨询有限公司
2026年2月14 日
[50011720260209001010101].CQCF
合阳城街道五显村长兴村马岭村水库移民后扶项目清单.pdf
主表1预算总表单位:元序号工程或费用名称建安工程费设备购置费独立费用合计Ⅰ工程部分投资3618984.73第一部分建筑工程2504825.742504825.74第二部分机电设备及安装工程468163.56321542.96789706.52第三部分金属结构设备及安装工程第四部分施工临时工程324452.47324452.47第五部分独立费用一至五部分投资合计3297441.77321542.963618984.73基本预备费静态总投资3618984.73Ⅱ专项部分投资一建设征地与移民安置补偿投资(1)征地补偿费(1)至（7）项合计基本预备费有关他税费静态投资二环境保护工程投资(1)环境保护措施费(1)至（2）项合计基本预备费静态投资三水土保持工程投资(1)工程措施(1)至（4）项合计基本预备费水土保持补偿费静态投资四其他合计基本预备费静态投资Ⅲ工程投资总计（Ⅰ～Ⅱ合计）总基本预备费静态总投资3618984.73主表1预算总表单位:元序号工程或费用名称建安工程费设备购置费独立费用合计价差预备费建设期融资利息总投资3618984.73主表2工程部分总预算表单位:元序号工程或费用名称建安工程费设备购置费独立费用合计占一至五部分投资(%)第一部分建筑工程2504825.742504825.7469.21%五显村513776.98513776.9814.20%长兴村1106359.841106359.8430.57%马岭村881398.92881398.9224.35%四竣工牌3290.003290.000.09%第二部分机电设备及安装工程468163.56321542.96789706.5221.82%五显村社教水库泵站110759.9571734.65182494.605.04%长兴村33168.3487939.37121107.713.35%马岭村324235.27161868.94486104.2113.43%第三部分金属结构设备及安装工程第四部分施工临时工程324452.47324452.478.97%泥结石道路（3.5m)30099.7830099.780.83%泥结石道路（2m)80371.7780371.772.22%施工房屋建筑工程39856.0039856.001.10%四其他临时工程93699.5193699.512.59%五安全生产费80425.4180425.412.22%第五部分独立费用一至五部分投资合计3297441.77321542.963618984.73100%基本预备费静态总投资3618984.73主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注第一部分建筑工程2504825.74一五显村513776.98(一)社教水库提灌站443864.371土方开挖m3140811.0515558.402石方开挖m360479.1447800.563土石回填m3171022.1437859.404无缝钢管φ108*5（内外防腐）11277.608691.205PE100级De160（1.6Mpa）225492.98209576.926管件%5218257.4210912.877安装费%15218257.4232738.618管道试压DN1001121.65184.809管道试压DN15022542.485589.9210排气阀（DN20PN16）825.38203.0411排泥阀（DN50PN16）3212.75638.2512分水闸阀DN1505710.663553.3013伸缩节DN1506366.602199.6014钢套管DN2005099.964998.0015闸阀井（1*1*1m）座161556.0424896.64(1)土方开挖m38011.05884.00(2)石方开挖m31679.141266.24(3)土石回填m34822.141062.72(4)C20砼井壁（厚200mm）m320490.569811.20(5)C20砼底板（厚200mm）m38412.703301.60(6)C25砼井盖m38459.333674.64(7)聚脂树脂纤维复合材料井盖（φ800mmmm，厚30mm）16282.004512.00(8)C20砼垫层厚100mmm31384.24384.2416混凝土路面破除（20cm厚）m310112.711127.1017C30混凝土路面恢复（20cm厚）m25094.054702.5018C20砼院坝恢复（20cm厚）m210090.159015.0019碎石垫层（10cm厚）m25017.69884.5020C20混凝土包管m312.5449.395617.3821C20砼支墩m34494.381977.5222C25钢筋砼镇墩m32468.36936.7223钢筋制安t0.045494.16219.77主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注24C20砼地坪厚0.2mm37412.702888.9025C20砼散水厚0.3mm222.1469.971549.1426内墙白色墙漆m27348.323527.3627外墙漆m27949.203886.8028C20砼排水沟m34.43480.852130.17(二)山坪塘整治69912.61[一]立石尖堰塘32697.631土方开挖m326.1211.05288.632石方开挖m36.5379.14516.783土石方回填夯实m320.122.14445.014C25防渗砼面板m311.22448.725034.645C25砼镇脚m313.2396.185229.586Φ14锚筋L=0.5m根15819.123020.967钢筋制安t0.4075494.162236.128C25砼溢洪道m31.13427.85483.479C25钢筋砼溢洪道盖板m30.13420.0354.6010651型橡胶止水m10.3182.33848.8211聚乙烯泡沫板m22.0649.60102.1812C25砼路肩m32598.511197.0213C25砼面层m33423.711271.131410cm厚碎石垫层m33151.23453.6915不锈钢栏杆（高1.2m）m35329.0011515.00[二]小湾堰塘37214.981土方开挖m33411.05375.702石方开挖m3879.14633.123土石方回填夯实m32322.14509.224C25防渗砼面板m317448.727628.245C25砼镇脚m317396.186735.066Φ14锚筋L=0.5m根12019.122294.407钢筋制安t0.4075494.162236.128C25砼溢洪道m32427.85855.709C25钢筋砼溢洪道盖板m30.24420.03100.8110651型橡胶止水m11.2982.33929.5111聚乙烯泡沫板m22.2649.60112.1012不锈钢栏杆（高1.2m）m45329.0014805.00主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注二长兴村1106359.84(一)袁家沟水库提灌站476480.281无缝钢管φ159*6（内外防腐）m87138.3212033.842土方开挖m360911.056729.453石方开挖m326179.1420655.544土石回填m374022.1416383.605取水口清淤m320016.503300.006PE100级De250（1.6Mpa）m975288.68281463.007管件%5281466.3214073.328安装费%15281466.3242219.959取水口底阀（DN150，PN10）个12350.002350.0010管道试压DN150m872.48215.7611管道试压DN250m9753.853753.7512排气阀（DN20PN16）个425.38101.5213排泥阀（DN50PN16）个2212.75425.5014分水闸阀DN250个42068.008272.0015伸缩节DN250个6695.604173.6016钢套管DN200m5099.964998.0017闸阀井（1*1*1m）座101571.2215712.17(1)土方开挖m35011.05552.50(2)石方开挖m31079.14791.40(3)土石回填m33022.14664.20(4)C20砼井壁（厚200mm）m312.5490.566132.00(5)C20砼底板（厚200mm）m35412.702063.50(6)C25砼井盖m35459.332296.65(7)聚脂树脂纤维复合材料井盖（φ800mmmm，厚30mm）个10282.002820.00(8)C20砼垫层厚100mmm31.02384.24391.9218混凝土路面破除（20cm厚）m310112.711127.1019C30混凝土路面恢复（20cm厚）m25094.054702.5020C20砼院坝恢复（20cm厚）m210090.159015.0021碎石垫层（10cm厚）m25017.69884.5022C20混凝土包管m312.5449.395617.3823C20砼地坪m35412.702063.5024C20砼支墩m33494.381483.14主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注25C25钢筋砼镇墩m3468.36936.7226钢筋制安t0.045494.16219.7727C20砼地坪厚0.2mm36412.702476.2028C20砼散水厚0.3mm222.1469.971549.1429内墙白色墙漆m27348.323527.3630外墙漆m27949.203886.8031C20砼排水沟m34.43480.852130.17(二)石连河提灌站356251.391土方开挖m381011.058950.502石方开挖m334779.1427461.583土石回填m398422.1421785.764无缝钢管φ108*5（内外防腐）9077.606984.005PE100级De160（1.6Mpa）129792.98120595.066管件%5127572.826378.647安装%15127572.8219135.928管道试压DN100901.65148.509管道试压DN15012972.483216.5610排气阀（DN20PN16）25.38101.5211排泥阀（DN50PN16）212.75425.5012分水闸阀DN150710.661421.3213伸缩节DN1503366.601099.8014钢套管DN2005099.964998.0015闸阀井（1*1*1m）座1556.5212452.16(1)土方开挖m34011.05442.00(2)石方开挖m379.14633.12(3)土石回填m32422.14531.36(4)C20砼井壁（厚200mm）m310.0490.564905.60(5)C20砼底板（厚200mm）m3412.701650.80(6)C25砼井盖m3459.331837.32(7)聚脂树脂纤维复合材料井盖（φ800mmmm，厚30mm）282.002256.00(8)C20砼垫层厚100mmm30.51384.24195.9616混凝土路面破除（20cm厚）m310112.711127.1017C30混凝土路面恢复（20CM厚）m25094.054702.5018C20砼院坝恢复（20cm厚）m210090.159015.00主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注19碎石垫层（10cm厚）m25017.69884.5020C20混凝土包管m312.5449.395617.3821拆除破损屋顶m26012.01720.6022拆除破损土墙体m3595.80479.0023M7.5浆砌砖墙240mm厚m35464.792323.9524C25钢筋混凝土屋架m247.99470.0022555.3025琉璃瓦坡屋顶（含防水卷材、顺水木条、挂瓦木条等）m247.9987.444196.2526更换防盗门FM1527扇12350.002350.0027C20砼地坪m38412.703301.6028C20砼支墩m33494.381483.1429C25钢筋砼镇墩m32468.36936.7230钢筋制安t0.045494.16219.7731C20砼散水厚0.3mm223.2269.971624.7032内墙白色墙漆m27648.323672.3233外墙漆m28349.204083.6034C20砼排水沟m34.64480.852231.1435碎石垫层厚10cmm245017.697960.5036C25砼路面硬化厚20cmm245092.4741611.50(三)王家新房子堰塘41667.511土方开挖m336.5711.05404.102石方开挖m3979.14712.263土石方回填夯实m326.522.14586.714C25防渗砼面板m310.56448.724738.485C25砼镇脚m319.2396.187606.666Φ14锚筋L=0.5m根12019.122294.407钢筋制安t0.4855494.162664.678C25砼溢洪道m30.57427.85243.879C25钢筋砼溢洪道盖板m30.06420.0325.2010651型橡胶止水m1582.331234.9511聚乙烯泡沫板m22.449.60119.0412C25砼路肩m33598.511795.5313C25砼面层m36423.712542.261410cm厚碎石垫层m36151.23907.3815不锈钢栏杆（高1.2m）m48329.0015792.00主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注(四)马道子堰塘13325.00不锈钢栏杆（高1.2m）m40329.0013160.00溢洪道清淤m31016.50165.00(五)凉水井堰塘218635.66土方开挖m329411.053248.70石方开挖m35979.144669.263上游坝坡培坡m332322.147151.224C25砼镇脚m316468.367493.765清淤m3468816.5077352.006库内孤石清理m323829.707068.60720cm厚C25钢筋砼防渗面板m394448.7242179.688钢筋制安t15494.165494.169碎石垫层（10cm厚）m347151.237107.8110651型橡胶止水m64.5582.335314.4011聚乙烯泡沫板m212.9149.60640.3412C25砼压膜块m39652.935876.371310cm厚碎石垫层m315151.232268.4514C25砼坝顶硬化m215092.4713870.5015拆除原有浆砌条石竖井m31595.801437.0016不锈钢栏杆（高1.2m）m60.68329.0019963.7217C25砼放水卧管7499.69(1)土方开挖m33811.05419.90(2)石方开挖m3679.14474.84(3)土石方回填夯实m32322.14509.22(4)C25钢筋砼放水卧管m34.88485.212367.82(5)钢筋制安t0.5895494.163236.06(6)C25砼塞m31366.07366.07(7)DN300防水套管个1125.78125.78三马岭村881398.92(一)马岭岩水库一级提灌站323192.72拆除破损屋顶m22212.01264.22拆除破损土墙体m32.595.80239.503M7.5浆砌砖墙240mm厚m32.5464.791161.984C25钢筋混凝土屋架m222470.0010340.00主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注5琉璃瓦坡屋顶（含防水卷材、顺水木条、挂瓦木条等）m22287.441923.686更换防盗门FM0921扇11409.851409.857C20砼支墩m31.32494.38652.588C25钢筋砼镇墩m30.58468.36271.659钢筋制安t0.015494.1654.9410土方开挖m386011.059503.0011石方开挖m336879.1429123.5212土石回填m3104422.1423114.1613无缝钢管φ108*5（内外防腐）m7677.605897.6014PE100级De160（1.6Mpa）m137592.98127847.5015管件%5133738.556686.9316安装%15133738.5520060.7817管道试压DN100m761.65125.4018管道试压DN150m13752.483410.0019排气阀（DN20PN16）个425.38101.5220排泥阀（DN50PN16）个2212.75425.5021分水闸阀DN150个1710.66710.6622伸缩节DN150个5366.601833.0023钢套管DN200m5099.964998.0024闸阀井（1*1*1m）座71557.5110902.55(1)土方开挖m33511.05386.75(2)石方开挖m3779.14553.98(3)土石回填m32122.14464.94(4)C20砼井壁（厚200mm）m38.75490.564292.40(5)C20砼底板（厚200mm）m33.59412.701481.59(6)C25砼井盖m33.59459.331648.99(7)聚脂树脂纤维复合材料井盖（φ800mmmm，厚30mm）个7282.001974.00(8)C20砼垫层厚100mmm30.26384.2499.9025混凝土路面破除（20cm厚）m310112.711127.1026C30混凝土路面恢复（20cm厚）m25094.054702.5027C20砼院坝恢复（20cm厚）m22090.151803.0028碎石垫层（10cm厚）m25017.69884.5029C20混凝土包管m312.5449.395617.3830拖拉管DN150m35940.0032900.00主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注30C20砼地坪（厚度200mm）m34412.701650.8031C20砼散水厚0.3mm217.2869.971209.0832内墙白色墙漆m25548.322657.6033外墙漆m26149.203001.2034C20砼排水沟m33.46480.851663.7435碎石垫层厚10cmm35151.23756.1536C25砼路面硬化厚20cmm24592.474161.15(二)马岭岩水库二级提灌站409284.831更换防盗门FM0921扇11409.851409.852土方开挖m3104111.0511503.053石方开挖m344679.1435296.444土石回填m3124622.1427586.445无缝钢管φ108*5.0（内外防腐）18477.6014278.406PE100级De160（1.6Mpa）166792.98154997.667管件%5169267.848463.398安装%15169267.8425390.189管道试压DN1001841.65303.6010管道试压DN15016672.484134.1611排气阀（DN20PN16）725.38177.6612排泥阀（DN50PN16）3212.75638.2513分水闸阀DN1502710.661421.3214伸缩节DN1506366.602199.6015钢套管DN2005099.964998.0016闸阀井（1*1*1m）座121547.6318571.54(1)土方开挖m36011.05663.00(2)石方开挖m31279.14949.68(3)土石回填m33622.14797.04(4)C20砼井壁（厚200mm）m315490.567358.40(5)C20砼底板（厚200mm）m35.99412.702472.07(6)C25砼井盖m35.99459.332751.39(7)聚脂树脂纤维复合材料井盖（φ800mmmm，厚30mm）12282.003384.00(8)C20砼垫层厚100mmm30.51384.24195.9617混凝土路面破除（20cm厚）m310112.711127.1018C30凝土路面恢复（20CM厚）m25094.054702.50主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注19C20砼院坝恢复（20cm厚）m210090.159015.0020碎石垫层（10cm厚）m25017.69884.5021C20混凝土包管m312.5449.395617.3822C20砼地坪m312412.704952.4023C20砼支墩m36494.382966.2824C25钢筋砼镇墩m32468.36936.7225钢筋制安t0.045494.16219.7726C20砼散水厚0.3mm328.0869.971964.7627内墙白色墙漆m29448.324542.0828外墙漆m210149.204969.2029C20砼排水沟m35.62480.852702.3830碎石垫层厚10cmm25017.69884.5031C25砼路面硬化厚20cmm25092.474623.5032拆除破损屋顶m28112.01972.8133拆除破损土墙体m3395.80287.4034M7.5浆砌砖墙240mm厚m33464.791394.3735C25钢筋混凝土屋架m281470.0038070.0036琉璃瓦坡屋顶（含防水卷材、顺水木条、挂瓦木条等）m28187.447082.64(三)彭家山堰塘127567.291土方开挖m367.0811.05741.232石方开挖m316.7779.141327.183土石方回填夯实m351.622.141142.424C25防渗砼面板m332.25448.7214471.225C25砼镇脚m332.25396.1812776.816Φ14锚筋L=0.5m根31519.126022.807钢筋制安t1.175494.166428.178溢洪道拆除m35112.71563.559C25砼溢洪道m35427.852139.2510C25钢筋砼盖板m31459.33459.3311651型橡胶止水m2082.331646.6012聚乙烯泡沫板m2649.60297.6013C25砼路缘石m35598.512992.5514C25砼面层m36.68423.712830.381510cm厚碎石垫层m36.68151.231010.22主表3建筑工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注16不锈钢栏杆（高1.2m）m86.62329.0028497.9817清淤m3268016.5044220.00(四)骑龙穴堰塘21354.081土方开挖m336.8911.05407.632石方开挖m39.2279.14729.673土石方回填夯实m323.0622.14510.554砼面板凿毛m223.0611.43263.585C25砼镇脚m321396.188319.786Φ14锚筋L=0.5m根5019.12956.007651型橡胶止水m2.8882.33237.118聚乙烯泡沫板m20.649.6029.769清淤m360016.509900.00四竣工牌3290.001竣工牌座13290.003290.00主表4机电设备及安装工程预算表序号名称及规格单位数量单价(元)合计(元)备注设备费安装费设备费安装费第二部分机电设备及安装工程321542.96468163.56一五显村社教水库泵站71734.65110759.95110kV供电线路，配套T接电气设备、电杆、金具辅材等km0.5200000.00100000.00暂列金额2杆上变压器，S20-M-63/10(10±2×2.5%)/0.4D,Yn11Ud=4%，含高低压元器件，配套电杆、金具辅材等套145590.006838.5045590.006838.503JP综合配电箱，含1路进线，3路出线，带低压计量及无功补偿，杆上布置，配套安装支架等辅件套114100.002115.0014100.002115.004电缆ZC-YJV-0.6/1kV-3×70+1×35m10172.6025.891726.00258.905电缆ZC-YJV-0.6/1kV-4×50+1×25m50156.9623.547848.001177.006镀锌钢管SC100m5040.756.112037.50305.507水平接地体，60×6不锈钢扁形导体m2011.381.71227.6034.208垂直接地体，φ50不锈钢管，长度2.5m套541.116.17205.5530.85二长兴村87939.3733168.34(一)石连河泵站87939.3733168.34[一]水机21162.203174.371卧式单级离心泵（Q=60m3/h，H=72m，n=2960r/min，N=22kW，含电动机）套113240.841986.1313240.841986.132喇叭口DN100×DN150，PN16个1141.0021.15141.0021.153底阀DN150，PN16个11175.00176.251175.00176.25490°弯头DN100，PN16个311.481.7234.445.165无缝钢管DN100，φ108×5m20.046.406.96928.00139.206法兰DN100，PN16块424.653.7098.6014.807橡胶挠性接头DN100，PN16个1111.8616.78111.8616.788偏心异径管DN100/80，PN16个133.685.0533.685.05990°弯头DN100，PN16个611.481.7268.8810.3210无缝钢管DN100，φ108×5m4.259.688.95250.6637.5911法兰DN100，PN16块624.653.70147.9022.201290°弯头DN100，PN16个211.481.7222.963.4413橡胶挠性接头DN100，PN16个1111.8616.78111.8616.7814多功能水泵控制阀DN100，PN16个11880.00282.001880.00282.0015超声波流量计DN100，PN16个1319.6047.94319.6047.9416手动碳钢闸阀DN100，PN16个3767.04115.062301.12345.1817法兰DN100，PN16块1224.653.70295.8044.40主表4机电设备及安装工程预算表序号名称及规格单位数量单价(元)合计(元)备注设备费安装费设备费安装费[二]电气66777.1729993.97110kV供电线路，配套T接电气设备、电杆、金具辅材等km0.1200000.0020000.00暂列金额2杆上变压器，S20-M-50/10(10±2×2.5%)/0.4D,Yn11Ud=4%，含高低压元器件，配套电杆、金具辅材等套132900.004935.0032900.004935.003JP综合配电箱，含1路进线，3路出线，带低压计量及无功补偿，杆上布置，配套安装支架等辅件套114100.002115.0014100.002115.004水泵控制柜，按工艺要求及系统图定制，22kW水泵变频控制，厂家成套供应，柜前检修维护，配套安装底座等辅件套19400.001410.009400.001410.005照明配电箱，按系统图定制，含低压元器件套11410.00211.501410.00211.506环形荧光灯，22W，节能型灯具，防水防尘套3103.4015.51310.2046.537双联二三极插座，250V,AC,10A,安全型套229.614.4459.228.888单联开关，250V10A，安全型套113.291.9913.291.999阻燃电线ZC-BVR-450/750V-2.5m1001.830.27183.0027.0010阻燃电线ZC-BVR-450/750V-4m1002.930.44293.0044.0011电缆ZC-YJV-0.6/1kV-3×35+1×16m1088.7413.31887.40133.1012电缆ZC-YJV-0.6/1kV-5×16m5061.659.253082.50462.5013电缆ZC-YJV-0.6/1kV-4×10m2030.884.63617.6092.6014电缆ZC-YJV-0.6/1kV-5×6m1022.523.38225.2033.8015阻燃线管PVC20，不低于B1级的难燃制品m601.190.1871.4010.8016镀锌钢管SC32m1012.301.85123.0018.5017镀锌钢管SC40m2014.422.16288.4043.2018镀锌钢管SC65m5024.943.741247.00187.0019水平接地体，60×6不锈钢扁形导体m6011.381.71682.80102.6020垂直接地体，φ50不锈钢管，长度2.5m套1241.116.17493.3274.0421接地检测点，镀锌钢板100×100×10套123.503.5323.503.5322总等电位接线端，见图集15D502套1169.2025.38169.2025.3823热镀锌槽钢，10#m311.281.6933.845.0724锚筋，φ16m34.300.6512.901.9525防火堵料kg207.52150.40三马岭村161868.94324235.27(一)马岭岩水库一级泵站83096.17152441.86主表4机电设备及安装工程预算表序号名称及规格单位数量单价(元)合计(元)备注设备费安装费设备费安装费[一]水机18490.402773.601卧式单级离心泵（Q=50m3/h，H=50m，n=2960r/min，N=15kW，含电动机）套110624.821593.7210624.821593.722喇叭口DN100×DN150，PN16个1141.0021.15141.0021.153底阀DN150，PN16个11175.00176.251175.00176.25490°弯头DN100，PN16个311.481.7234.445.165无缝钢管DN100，φ108×520.046.406.96928.00139.206法兰DN100，PN16424.653.7098.6014.807橡胶挠性接头DN100，PN16个1111.8616.78111.8616.788偏心异径管DN100/80，PN16个133.685.0533.685.05990°弯头DN100，PN16个611.481.7268.8810.3210无缝钢管DN100，φ108×54.246.406.96194.8829.2311法兰DN100，PN16624.653.70147.9022.201290°弯头DN100，PN16个211.481.7222.963.4413橡胶挠性接头DN100，PN16个1111.8616.78111.8616.7814多功能水泵控制阀DN100，PN16个11880.00282.001880.00282.0015超声波流量计DN100，PN16个1319.6047.94319.6047.9416手动碳钢闸阀DN100，PN16个3767.04115.062301.12345.1817法兰DN100，PN161224.653.70295.8044.40[二]电气64605.77149668.26110kV供电线路，配套T接电气设备、电杆、金具辅材等km0.7200000.00140000.00暂列金额2杆上变压器，S20-M-50/10(10±2×2.5%)/0.4D,Yn11Ud=4%，含高低压元器件，配套电杆、金具辅材等套132900.004935.0032900.004935.003JP综合配电箱，含1路进线，3路出线，带低压计量及无功补偿，杆上布置，配套安装支架等辅件套114100.002115.0014100.002115.004水泵控制柜，按工艺要求及系统图定制，15kW水泵变频控制，厂家成套供应，柜前检修维护，配套安装底座等辅件套17332.001099.807332.001099.805照明配电箱，按系统图定制，含低压元器件套11410.00211.501410.00211.506环形荧光灯，22W，节能型灯具，防水防尘套2103.4015.51206.8031.027双联二三极插座，250V,AC,10A,安全型套229.614.4459.228.888单联开关，250V10A，安全型套113.291.9913.291.999阻燃电线ZC-BVR-450/750V-2.51001.830.27183.0027.00主表4机电设备及安装工程预算表序号名称及规格单位数量单价(元)合计(元)备注设备费安装费设备费安装费10阻燃电线ZC-BVR-450/750V-4m1002.930.44293.0044.0011电缆ZC-YJV-0.6/1kV-3×35+1×16m1088.7413.31887.40133.1012电缆ZC-YJV-0.6/1kV-5×16m5061.659.253082.50462.5013电缆ZC-YJV-0.6/1kV-4×10m2030.884.63617.6092.6014电缆ZC-YJV-0.6/1kV-5×6m1022.523.38225.2033.8015阻燃线管PVC20，不低于B1级的难燃制品m601.190.1871.4010.8016镀锌钢管SC32m1012.301.85123.0018.5017镀锌钢管SC40m2014.422.16288.4043.2018镀锌钢管SC65m5024.943.741247.00187.0019水平接地体，60×6不锈钢扁形导体m6011.381.71682.80102.6020垂直接地体，φ50不锈钢管，长度2.5m套1241.116.17493.3274.0421接地检测点，镀锌钢板100×100×10套123.503.5323.503.5322总等电位接线端，见图集15D502套1169.2025.38169.2025.3823热镀锌槽钢，10#m311.281.6933.845.0724锚筋，φ16m34.300.6512.901.9525防火堵料kg207.52150.40(二)马岭岩水库二级泵站78772.77171793.41[一]水机17860.602679.131卧式单级离心泵（Q=35m3/h，H=47m，n=2960r/min，N=11kw，含电动机）套19995.021499.259995.021499.252喇叭口DN100×DN150，PN16个1141.0021.15141.0021.153底阀DN150，PN16个11175.00176.251175.00176.25490°弯头DN100，PN16个311.481.7234.445.165无缝钢管DN100，φ108×5m20.046.406.96928.00139.206法兰DN100，PN16块424.653.7098.6014.807橡胶挠性接头DN100，PN16个1111.8616.78111.8616.788偏心异径管DN100/80，PN16个133.685.0533.685.05990°弯头DN100，PN16个611.481.7268.8810.3210无缝钢管DN100，φ108×5m4.246.406.96194.8829.2311法兰DN100，PN16块624.653.70147.9022.201290°弯头DN100，PN16个211.481.7222.963.4413橡胶挠性接头DN100，PN16个1111.8616.78111.8616.7814多功能水泵控制阀DN100，PN16个11880.00282.001880.00282.0015超声波流量计DN100，PN16个1319.6047.94319.6047.94主表4机电设备及安装工程预算表序号名称及规格单位数量单价(元)合计(元)备注设备费安装费设备费安装费16手动碳钢闸阀DN100，PN16个3767.04115.062301.12345.1817法兰DN100，PN16块1224.653.70295.8044.40[二]电气60912.17169114.28110kV供电线路，配套T接电气设备、电杆、金具辅材等km0.8200000.00160000.00暂列金额2杆上变压器，S20-M-50/10(10±2×2.5%)/0.4D,Yn11Ud=4%，含高低压元器件，配套电杆、金具辅材等套132900.004935.0032900.004935.003JP综合配电箱，含1路进线，3路出线，带低压计量及无功补偿，杆上布置，配套安装支架等辅件套114100.002115.0014100.002115.004水泵控制柜，按工艺要求及系统图定制，11kW水泵变频控制，厂家成套供应，柜前检修维护，配套安装底座等辅件套14982.00747.304982.00747.305照明配电箱，按系统图定制，含低压元器件套11410.00211.501410.00211.506环形荧光灯，22W，节能型灯具，防水防尘套4103.4015.51413.6062.047双联二三极插座，250V,AC,10A,安全型套229.614.4459.228.888双联开关，250V10A，安全型套113.291.9913.291.999阻燃电线ZC-BVR-450/750V-2.5m1001.830.27183.0027.0010阻燃电线ZC-BVR-450/750V-4m1002.930.44293.0044.0011电缆ZC-YJV-0.6/1kV-3×35+1×16m1088.7413.31887.40133.1012电缆ZC-YJV-0.6/1kV-5×10m5036.675.501833.50275.0013电缆ZC-YJV-0.6/1kV-4×6m2017.932.69358.6053.8014电缆ZC-YJV-0.6/1kV-5×6m1022.523.38225.2033.8015阻燃线管PVC20，不低于B1级的难燃制品m601.190.1871.4010.8016镀锌钢管SC32m3012.301.85369.0055.5017镀锌钢管SC65m5024.943.741247.00187.0018水平接地体，60×6不锈钢扁形导体m6011.381.71682.80102.6019垂直接地体，φ50不锈钢管，长度2.5m套1241.116.17493.3274.0420接地检测点，镀锌钢板100×100×10套123.503.5323.503.5321总等电位接线端，见图集15D502套1169.2025.38169.2025.3822热镀锌槽钢，10#m311.281.6933.845.0723锚筋，φ16m34.300.6512.901.9524防火堵料kg207.52150.40主表4金属结构设备及安装工程预算表序号名称及规格单位数量单价(元)合计(元)备注设备费安装费设备费安装费第三部分金属结构设备及安装工程主表3施工临时工程预算表序号工程或费用名称单位数量单价(元)合计(元)备注第四部分施工临时工程324452.47一泥结石道路（3.5m)m150200.6730099.78土方开挖m32105.881234.80石方开挖m35359.283141.843土石回填m36822.141505.524C20砼路缘石m39586.985282.825碎石路面（200厚）m246540.7218934.80二泥结石道路（2m)m692116.1480371.77土方开挖m321795.8812812.52石方开挖m324259.2814345.763土石回填m328422.146287.764C20砼路缘石m341586.9824066.185碎石路面（100厚）m2110720.6522859.55三施工房屋建筑工程39856.00仓库m228075.2021056.00福利设施（租用民房）m220094.0018800.00四其他临时工程%33123316.8593699.51五安全生产费%2.53217016.3680425.41主表3独立费用预算表序号工程或费用名称单位数量单价(元)合价(元)备注第五部分独立费用附表1-1建筑工程单价汇总表单位：元序号名称单位单价其中人工费材料费机械费其他费用其他直接费间接费利润价差税金1土方开挖m311.056.101.280.290.870.770.650.190.912石方开挖m379.1430.160.1922.201.565.034.734.474.276.533土石回填m322.1411.573.330.751.771.571.331.834管道试压DN100m1.651.250.290.100.125管道试压DN150m2.481.930.420.130.196C20砼井壁（厚200mm）m3490.5675.57188.2013.666.3429.2318.7823.2295.0540.507C20砼底板（厚200mm）m3412.7057.87153.2212.463.3023.3615.0118.5794.8434.088C25砼井盖m3459.3376.88259.9634.7022.2927.5737.939C20砼垫层厚100mmm3384.2439.16153.268.355.1821.2113.6316.8694.8631.7310混凝土路面破除（20cm厚）m3112.711.4766.892.896.636.235.8913.409.3111C30混凝土路面恢复（20cm厚）m294.0513.2234.244.230.834.884.594.3419.967.7712C20砼院坝恢复（20cm厚）m290.1513.2231.214.230.784.604.324.0820.277.4413碎石垫层（10cm厚）m217.692.014.780.700.010.700.660.626.761.4614C20混凝土包管m3449.3955.65180.6313.873.5926.1316.7920.7794.8637.1115C20砼散水厚0.3mm269.9715.8534.770.175.233.364.160.665.7816内墙白色墙漆m248.3220.899.100.702.852.682.545.573.9917外墙漆m249.2023.696.790.702.902.732.585.764.0618C20砼排水沟m3480.8581.00169.6620.915.0228.4918.3022.6495.1339.7019C25防渗砼面板m3448.7248.33191.9110.692.8026.1416.7920.7794.2437.0520C25砼镇脚m3396.1841.49161.239.622.8722.1714.2417.6194.2432.71附表1-1建筑工程单价汇总表单位：元序号名称单位单价其中人工费材料费机械费其他费用其他直接费间接费利润价差税金21Φ14锚筋L=0.5m根19.123.338.711.320.481.291.211.140.061.5822钢筋制安t5494.16862.012825.11293.8839.81414.14266.10329.0710.39453.6523C25砼溢洪道m3427.8558.98163.8711.683.9724.5715.7819.5294.1635.3324C25钢筋砼溢洪道盖板m3420.0345.27167.6018.133.3424.1415.5119.1892.2034.6825651型橡胶止水m82.3313.5146.270.606.224.004.946.8026聚乙烯泡沫板m249.601.3934.800.183.752.412.984.1027C25砼路肩m3598.5190.32238.2816.2118.0837.3824.0229.7095.1149.4228C25砼面层m3423.7157.87161.7512.463.3524.2515.5819.2794.2134.992910cm厚碎石垫层m3151.2324.6938.350.387.179.185.5853.4112.4930取水口清淤m316.500.429.160.381.131.000.852.201.3631管道试压DN250m3.852.940.760.150.2832拆除破损屋顶m212.018.180.840.540.670.780.9933拆除破损土墙体m395.8045.0916.770.577.059.035.503.877.9134M7.5浆砌砖墙240mm厚m3464.7972.25223.015.9134.0343.5826.5121.1238.3835琉璃瓦坡屋顶（含防水卷材、顺水木条、挂瓦木条等）m287.4414.0648.445.815.465.161.287.2236库内孤石清理m329.700.8916.770.352.041.801.533.872.4537C25砼压膜块m3652.93102.47259.4618.1518.0841.0126.3532.59100.9353.9138C25钢筋砼放水卧管m3485.2182.25183.3712.492.3028.8818.5622.9594.3540.0639C25砼塞m3366.0732.98155.175.171.7420.0912.9115.9691.8130.2340更换防盗门FM0921扇1409.8567.16950.860.5694.7389.0684.176.91116.41附表1-1建筑工程单价汇总表单位：元序号名称单位单价其中人工费材料费机械费其他费用其他直接费间接费利润价差税金41C20砼支墩m3494.3882.24186.3113.934.2529.5318.9823.4794.8740.8242C25钢筋砼镇墩m3468.3666.41184.4213.084.2627.6217.7521.9594.2038.6743C25砼路面硬化厚20cmm292.4713.2232.974.230.814.764.484.2320.147.6444砼面板凿毛m211.437.990.400.860.560.690.9445土方开挖m35.880.323.140.250.420.370.320.580.4946石方开挖m359.280.980.2734.651.903.523.313.126.654.8947C20砼路缘石m3586.9890.32229.7516.2117.6436.4523.4228.9795.7448.4748碎石路面（200厚）m240.723.4211.770.840.051.501.411.3317.053.3649碎石路面（100厚）m220.651.455.880.840.020.760.720.688.591.71附表3主要材料预算价格汇总表单位：元序号名称及规格单位预算价格其中基价价差原价（除税）运杂费运输保险费采购及保管费1柴油kg7.0452.042汽油kg8.4153.413钢筋t2893.812893.8135004水泥42.5kg0.330.330.30.035碎石m395.7095.74055.76碎石40mmm395.704055.77砂m312612650768中砂m312650769碎(砾)石m395.704055.710锚杆Φ18kg2.8943.511柴油(机械用)kg7.7652.7612特细砂t14633.33112.6713水泥42.5Rkg0.330.30.0314水泥42.5Rkg0.330.30.03附表4次要材料预算价格汇总表单位：元序号名称及规格单位预算价（除税）1电kW.h0.982水m31.063风m30.134锯材m315255电焊条kg5.316钢滑模kg4.867滑石粉kg0.578卡扣件kg5.409锚杆附件kg3.18610铁钉kg3.8511铁件kg3.8512铁件及预埋件kg3.8513铁丝kg3.8514型钢kg4.5515预埋铁件kg4.7716组合钢模板kg4.5517橡胶止水带m47.7918黏土m31.0019氧气m36.8020预制混凝土柱m350021预制混凝土柱m350022合金钎头个584.5823合金钻头个67.5024砖千块38525聚乙烯泡沫板m217.7526闭孔低发泡沫塑料板m218.5527铁件综合kg3.8528低碳钢焊条综合kg4.1929其他材料费元1.0030电(机械用)kW·h1.0031机上人工工日13132玻璃钢瓦1800×740×10块11.1133玻璃钢脊瓦块11.1134改性沥青自粘卷材m222.6235改性沥青嵌缝油膏kg1.28附表4次要材料预算价格汇总表单位：元序号名称及规格单位预算价（除税）36木材锯材m3152537防盗门m2547.0138乳胶漆kg7.2639白色硅酸盐水泥kg0.7540腻子胶kg1.2841建筑胶kg1.9742石棉橡胶板高压1～6kg10.4043镀锌钢管DN50m14.8044钢板4.5～10kg3.4345六角螺栓带螺母综合kg5.4346乙炔气kg12.0147法兰阀门DN50个72.6548平焊法兰1.6MPaDN50片15.5249石油沥青砂浆1:2:7m3825.2450水泥32.5Rkg0.3151电kW·h0.7052预拌混凝土C30m3266.9953商品砼C20m333554碎石5～31.5t67.9655商品砼C25m3340附表5施工机械台时费汇总表单位：元序号名称及规格台时费（预算价）其中台时费（基价）台时费（价差）折旧费修理及替换设备费安拆费人工费动力燃料费基价预算价基价预算价1单斗挖掘机油动0.5m3142.4220.9418.781.4825.8925.8953.5075.33120.5921.832单斗挖掘机油动1m3182.8827.4227.182.4225.8925.8971.0099.97153.9128.973单斗挖掘机液压0.6m3144.1131.2018.541.6025.8925.8947.5066.88124.7319.384单斗挖掘机液压1m3190.2933.9623.362.1825.8925.8974.50104.90159.8930.405推土机55kW97.366.8111.470.4423.0223.0239.5055.6281.2416.126推土机74kW137.5418.1120.930.8623.0223.0253.0074.62115.9221.627推土机88kW164.9125.4626.671.0623.0223.0263.0088.70139.2125.708压路机内燃12-15t94.289.6515.8523.0223.0232.5045.7681.0213.269蛙式夯实机2.8kW22.720.160.9319.1819.182.452.4522.7210风钻气腿式35.750.782.2632.7132.7135.7511胶轮架子车0.840.250.590.8412混凝土搅拌机0.4m330.003.134.901.0712.4712.478.438.4330.0013混凝土搅拌机0.8m341.434.195.781.3512.4712.4717.6417.6441.4314振动器插入式2.2kW3.890.511.711.671.673.8915振动器变频机组4.5kVA9.741.414.983.353.359.7416风(砂)水枪6m3/min31.300.230.3930.6830.6831.3017油压滑模动力设备129.2916.8227.9410.0567.1367.137.357.35129.2918载重汽车5t90.397.419.9612.4712.4736.0060.5565.8424.5519载重汽车10t114.1919.9619.1012.4712.4744.5062.6696.0318.16附表5施工机械台时费汇总表单位：元序号名称及规格台时费（预算价）其中台时费（基价）台时费（价差）折旧费修理及替换设备费安拆费人工费动力燃料费基价预算价基价预算价20自卸汽车5t91.6910.234.9312.4712.4745.5064.0673.1318.5621自卸汽车8t118.2421.5312.4312.4712.4751.0071.8197.4320.8122门座式起重机MQ540/30型10-30t215.3764.7324.2637.4037.4088.9888.98215.3723塔式起重机10t119.8839.4215.503.1025.8925.8935.9735.97119.8824履带起重机油动5t102.0615.478.760.6023.0223.0238.5054.2186.3515.7125汽车起重机5t98.3712.3111.3925.8925.8929.0048.7878.5919.7826卷扬机单筒慢速5t24.152.831.060.0512.4712.477.747.7424.1527电焊机直流30kW31.190.980.620.1929.4029.4031.1928电焊机交流25kVA14.900.320.280.0914.2114.2114.9029对焊机电阻型150kVA95.841.282.940.6512.4712.4778.5078.5095.8430钢筋弯曲机Φ6～40mm20.420.501.330.2412.4712.475.885.8820.4231钢筋调直机4-14kW23.961.522.470.4412.4712.477.067.0623.9632钢筋切断机20kW32.301.121.570.2812.4712.4716.8616.8632.3033液压岩石破碎机HB40G235.2145.8829.962.5425.8925.8993.00130.94197.2737.9434机动翻斗车1t211.8511.977.6530.1546.7949.77162.0835双锥反转出料混凝土搅拌机350L254.6410.2610.6243.5243.5264.40190.2436灰浆搅拌机200L205.412.5510.628.618.6121.78183.6337混凝土抹平机5.5kW30.321.574.6923.1423.1429.400.92附表5施工机械台时费汇总表单位：元序号名称及规格台时费（预算价）其中台时费（基价）台时费（价差）折旧费修理及替换设备费安拆费人工费动力燃料费基价预算价基价预算价38立式钻床钻孔直径25mm7.872.884.034.036.910.9639试压泵压力25Mpa27.163.645.6315.3015.3024.572.5940交流弧焊机容量21kV·A76.641.8412.7560.2760.2774.861.7841直流弧焊机20kV·A94.624.5612.7572.4672.4689.774.8542电焊条烘干箱600×500×75030.916.737.0313.9013.9027.663.25附表6主要工程量汇总表序号项目土石方明挖（m3）土石方填筑（m3）混凝土（m3）钢筋（t）混凝土（m2）砌石工程（m3）工程部分投资18899.686725.26660.134.22884.7893.18第一部分建筑工程16215.686373.26610.134.22884.7893.18一五显村2192.651801.1125.480.85422.143二长兴村7753.572150.5260.312.15445.3673三马岭村6269.462421.66224.341.2217.2817.18第四部分施工临时工程268435250一泥结石道路（3.5m)263689二泥结石道路（2m)242128441附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)工程部分投资291.27424.05394.50795989.756572.50881093.98810.052617.0289第一部分建筑工程276.40294.05393.26245569.5216451.1168873.27690.039415.2853一五显村49.51910.81880.53461282.927881.7885136.63790.00781.5904(一)社教水库提灌站27.39470.03840.2133864.849447.408379.24570.0031.55431土方开挖0.13112石方开挖1.26413土石回填626.88615闸阀井（1*1*1m）8.62540.033988.421115.437123.62460.00180.0411(1)土方开挖0.0075(2)石方开挖0.0335(3)土石回填17.5968(4)C20砼井壁（厚200mm）5.94860.026351.698110.646316.29290.0017(5)C20砼底板（厚200mm）2.37940.006816.92334.25856.51710.00010.0001(8)C20砼垫层厚100mm0.29740.00082.20290.53230.814616混凝土路面破除（20cm厚）0.065717C30混凝土路面恢复（20cm厚）3.65270.015515.52135.07268.42330.016518C20砼院坝恢复（20cm厚）6.15070.03131.042611.008116.84650.032919碎石垫层（10cm厚）5.9690.002820C20混凝土包管3.71790.041147.70696.65410.1830.000421C20砼支墩1.18970.036814.49972.12933.25860.000122C25钢筋砼镇墩0.65870.01336.47331.02281.6293附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)23钢筋制安0.03847.31470.000124C20砼地坪厚0.2m2.0820.005914.80793.72625.70250.00010.000128C20砼排水沟1.31760.035812.17592.35823.60890.0005(二)山坪塘整治22.12440.78040.3213418.078434.380257.39220.00480.0361[一]立石尖堰塘10.15450.39020.1601197.030615.780827.86960.00250.01621土方开挖0.00242石方开挖0.01373土石方回填夯实7.36874C25防渗砼面板3.69520.092851.72325.73799.14030.00045C25砼镇脚4.34720.012443.0936.750510.75330.00046Φ14锚筋L=0.5m0.05380.09377钢筋制安0.390274.42720.00128C25砼溢洪道0.37210.00242.03180.57790.92059C25钢筋砼溢洪道盖板0.03950.00020.39290.06380.105912C25砼路肩0.65870.049811.64761.02281.62930.00050.000113C25砼面层0.9880.00256.34621.53422.44391410cm厚碎石垫层2.8764[二]小湾堰塘11.96990.39020.1612221.047818.599429.52260.00230.01991土方开挖0.00322石方开挖0.01673土石方回填夯实8.4318附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)4C25防渗砼面板5.59870.140678.36858.693913.84890.00065C25砼镇脚5.59870.01655.49868.693913.84890.00056Φ14锚筋L=0.5m0.04090.07117钢筋制安0.390274.42720.00128C25砼溢洪道0.65870.00433.59611.02281.62939C25钢筋砼溢洪道盖板0.07290.00030.72560.11770.1955二长兴村143.57682.06531.87842430.7239232.0225494.58460.01917.8744(一)袁家沟水库提灌站25.170.03840.1951481.796443.426773.15210.00250.96232土方开挖0.05673石方开挖0.54624土石回填271.2845取水口清淤0.215917闸阀井（1*1*1m）5.50840.021556.13349.858615.08710.00120.0256(1)土方开挖0.0047(2)石方开挖0.0209(3)土石回填10.998(4)C20砼井壁（厚200mm）3.71790.016532.31146.65410.1830.0011(5)C20砼底板（厚200mm）1.48710.004210.57712.66164.07320.0001(8)C20砼垫层厚100mm0.30340.00082.24690.5430.830918混凝土路面破除（20cm厚）0.065719C30混凝土路面恢复（20cm厚）3.65270.015515.52135.07268.42330.0165附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)20C20砼院坝恢复（20cm厚）6.15070.03131.042611.008116.84650.032921碎石垫层（10cm厚）5.9690.002822C20混凝土包管3.71790.041147.70696.65410.1830.000423C20砼地坪1.48710.004210.57712.66164.07320.000124C20砼支墩0.89230.027610.87481.59692.44390.000125C25钢筋砼镇墩0.65870.01336.47331.02281.629326钢筋制安0.03847.31470.000127C20砼地坪厚0.2m1.78460.005112.69243.19394.88790.000131C20砼排水沟1.31760.035812.17592.35823.60890.0005(二)石连河提灌站54.07710.03840.3294693.268688.6753197.14280.00221.1231土方开挖0.07542石方开挖0.72623土石回填360.734415闸阀井（1*1*1m）4.31570.01744.23277.72411.82050.0010.0204(1)土方开挖0.0037(2)石方开挖0.0167(3)土石回填8.7984(4)C20砼井壁（厚200mm）2.97430.013225.84915.32328.14640.0009(5)C20砼底板（厚200mm）1.18970.00348.46172.12933.25860.0001(8)C20砼垫层厚100mm0.15170.00041.12350.27150.415516混凝土路面破除（20cm厚）0.0657附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)17C30混凝土路面恢复（20CM厚）3.65270.015515.52135.07268.42330.016518C20砼院坝恢复（20cm厚）6.15070.03131.042611.008116.84650.032919碎石垫层（10cm厚）5.9690.002820C20混凝土包管3.71790.041147.70696.65410.1830.000422拆除破损土墙体0.009523M7.5浆砌砖墙240mm厚0.28221.278227C20砼地坪2.37940.006816.92334.25856.51710.00010.000128C20砼支墩0.89230.027610.87481.59692.44390.000129C25钢筋砼镇墩0.65870.01336.47331.02281.629330钢筋制安0.03847.31470.000134C20砼排水沟1.38010.037512.75312.46993.77990.000535碎石垫层厚10cm53.7210.025336C25砼路面硬化厚20cm30.64740.1396139.691547.590375.80930.1482(三)王家新房子堰塘13.01190.4650.1865241.137320.213937.84160.00340.02231土方开挖0.00342石方开挖0.01883土石方回填夯实9.71494C25防渗砼面板3.47780.087448.68075.40048.60260.00045C25砼镇脚6.32330.01862.68089.818915.64120.00066Φ14锚筋L=0.5m0.04090.07117钢筋制安0.46588.69080.0015附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)8C25砼溢洪道0.18770.00121.02490.29150.46439C25钢筋砼溢洪道盖板0.01820.00010.18120.02940.048912C25砼路肩0.9880.074717.47161.53422.44390.00080.000113C25砼面层1.9760.005112.69243.06844.88790.00011410cm厚碎石垫层5.7528(四)马道子堰塘0.01082溢洪道清淤0.0108(五)凉水井堰塘51.31781.52351.16741014.521679.7066186.44810.0115.7561土方开挖0.02742石方开挖0.12353上游坝坡培坡118.41184C25砼镇脚5.26940.106851.78658.182513.03430.00035清淤5.0596库内孤石清理0.4517720cm厚C25钢筋砼防渗面板30.95760.7776433.331648.071976.57650.00328钢筋制安0.9588182.86760.0039碎石垫层（10cm厚）45.063612C25砼压膜块2.9640.224252.41484.60267.33180.00240.00041310cm厚碎石垫层14.38214C25砼坝顶硬化10.21580.046546.563815.863425.26980.049415拆除原有浆砌条石竖井0.0285附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)17C25砼放水卧管1.9110.56470.0123129.14552.98624.79010.00210.0161(1)土方开挖0.0035(2)石方开挖0.0126(3)土石方回填夯实8.4318(4)C25钢筋砼放水卧管1.60720.010112.70532.49563.97550.0003(5)钢筋制安0.5647107.70910.0018(6)C25砼塞0.30380.00220.29930.49060.8146三马岭村83.3071.16980.84941855.8699137.3058242.05440.01255.8205(一)马岭岩水库一级提灌站18.35650.00960.139531.082331.003958.20910.00170.97932拆除破损土墙体0.00473M7.5浆砌砖墙240mm厚0.14110.63917C20砼支墩0.39260.01224.78490.70271.07538C25钢筋砼镇墩0.1910.00391.87720.29660.47259钢筋制安0.00961.828710土方开挖0.080111石方开挖0.770212土石回填382.730424闸阀井（1*1*1m）3.74760.014738.48366.707210.26450.00080.0179(1)土方开挖0.0033(2)石方开挖0.0146(3)土石回填7.6986附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)(4)C20砼井壁（厚200mm）2.60250.011522.61794.65787.12810.0007(5)C20砼底板（厚200mm）1.06780.0037.59431.9112.92460.0001(8)C20砼垫层厚100mm0.07730.00020.57280.13840.211825混凝土路面破除（20cm厚）0.065726C30混凝土路面恢复（20cm厚）3.65270.015515.52135.07268.42330.016527C20砼院坝恢复（20cm厚）1.23010.00626.20852.20163.36930.006628碎石垫层（10cm厚）5.9690.002829C20混凝土包管3.71790.041147.70696.65410.1830.000430C20砼地坪（厚度200mm）1.18970.00348.46172.12933.25860.000134C20砼排水沟1.02910.0289.50991.84182.81870.000435碎石垫层厚10cm4.79436C25砼路面硬化厚20cm3.06470.01413.96924.7597.58090.0148(二)马岭岩水库二级提灌站31.17450.03840.2525708.710953.830394.20020.00291.20422土方开挖0.0973石方开挖0.93344土石回填456.783616闸阀井（1*1*1m）6.39470.025265.766111.444817.51490.00140.0307(1)土方开挖0.0056(2)石方开挖0.0251(3)土石回填13.1976(4)C20砼井壁（厚200mm）4.46140.019738.77367.984712.21970.0013附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)(5)C20砼底板（厚200mm）1.78160.005112.67143.18864.87970.0001(8)C20砼垫层厚100mm0.15170.00041.12350.27150.415517混凝土路面破除（20cm厚）0.065718C30凝土路面恢复（20CM厚）3.65270.015515.52135.07268.42330.016519C20砼院坝恢复（20cm厚）6.15070.03131.042611.008116.84650.032920碎石垫层（10cm厚）5.9690.002821C20混凝土包管3.71790.041147.70696.65410.1830.000422C20砼地坪3.56910.010225.3856.38789.77570.00020.000223C20砼支墩1.78460.055321.74953.19394.88790.000224C25钢筋砼镇墩0.65870.01336.47331.02281.629325钢筋制安0.03847.31470.000129C20砼排水沟1.67150.045415.44662.99164.57830.000630碎石垫层厚10cm5.9690.002831C25砼路面硬化厚20cm3.40530.015515.52135.28788.42330.016533拆除破损土墙体0.005734M7.5浆砌砖墙240mm厚0.16930.7669(三)彭家山堰塘26.84291.12180.4382539.065941.702572.53760.00722.96671土方开挖0.00622石方开挖0.03513土石方回填夯实18.91664C25防渗砼面板10.62110.2668148.669616.492826.27230.0011附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)5C25砼镇脚10.62110.0303105.28416.492826.27230.00110.00016Φ14锚筋L=0.5m0.10730.18677钢筋制安1.1218213.9550.00368溢洪道拆除0.03299C25砼溢洪道1.64670.01088.99042.5574.073213C25砼路缘石1.64670.124629.11932.5574.07320.00130.000214C25砼面层2.20.005714.1313.41625.44180.00011510cm厚碎石垫层6.404817清淤2.8922(四)骑龙穴堰塘6.93310.019777.010810.769117.10750.00070.67031土方开挖0.00342石方开挖0.01933土石方回填夯实8.45385C25砼镇脚6.91610.019768.55710.739517.10750.00070.00016Φ14锚筋L=0.5m0.0170.02969清淤0.6475第四部分施工临时工程14.87131.2455420.2344121.392220.71120.01321.7436一泥结石道路（3.5m)2.67680.224277.343248.062989.5050.00240.26381土方开挖0.05932石方开挖0.17283土石回填24.9288附表7主要材料量（含砂石料）汇总表序号项目水泥(t)钢筋(t)木材(m3)电(kwh)砂(m3)碎石(m3)汽油(t)柴油(t)4C20砼路缘石2.67680.224252.41444.79087.33180.00240.00045碎石路面（200厚）43.272182.17320.0313二泥结石道路（2m)12.19451.0213342.891273.3291131.20620.01081.47981土方开挖0.61512石方开挖0.78863土石回填104.11444C20砼路缘石12.19451.0213238.776821.824933.40020.01080.00175碎石路面（100厚）51.504297.8060.0744附件表5建筑工程单价表项目编号：，定额单位：1/(1)/1/1/2/(1)/1/(1)/1/1/(1)/10/(1)/2/(1)/1/1项目名称：土方开挖，100m3定额编号：Y10123×0.3+Y10261×0.7施工方法：挖土、装筐、挑(抬)运、修底；机械开挖,人工配合挖保护层、胶轮架子车倒运土50m、修边、修底等；编号名称单位数量单价(元)合计(元)1直接费元853.111.1基本直接费元766.501.1.1人工费元609.98(1)工长工时1.55112.1218.80(2)初级工工时113.90925.19591.191.1.2材料费元1.1.3机械使用费元127.84(1)单斗挖掘机台时0.9804124.73122.29(2)胶轮架子车台时6.60630.845.551.1.4其他费用元28.68(1)其他费用%3410.8912.33(2)其他费用%5326.9416.351.2其他直接费%11.3766.5086.612间接费%9853.1176.783利润%7929.8965.094价差元19.00(1)柴油kg9.3142.0419.005税金%91013.9891.266小计元1105.247合计元1105.24单价元11.05附件表5建筑工程单价表项目编号：，定额单位：2/(2)/2/2/3/(2)/2/(2)/2/2/(2)/11/(2)/3/(2)/2/2项目名称：石方开挖，100m3定额编号：Y20260×0.3+Y80247×0.7施工方法：抽槽、取心、撬移、解小、翻渣、清面、修整断面；装拆合金钎头,破碎岩石、机械移动；编号名称单位数量单价(元)合计(元)1直接费元5913.761.1基本直接费元5410.581.1.1人工费元3016.06(1)工长工时9.136812.12110.74(2)中级工工时122.50089.591174.78(3)初级工工时333.43685.191730.541.1.2材料费元19.24(1)合金钎头个0.0329584.5819.231.1.3机械使用费元2219.64(1)液压岩石破碎机台时11.2518197.272219.641.1.4其他费用元155.65(1)其他费用%1.42975.0841.65(2)其他费用%52279.86113.991.2其他直接费%9.35410.58503.182间接费%85913.76473.103利润%76386.86447.084价差元426.94(1)柴油kg209.28352.04426.945税金%97260.88653.486小计元7914.367合计元7914.36单价元79.14附件表5建筑工程单价表项目编号：，定额单位：3/(3)/3/3/4/(3)/3/(3)/3/3/(3)/12/(3)/4/(3)/3/3/3/3项目名称：土石回填，100m3定额编号：Y10551施工方法：包括5m内取土、倒土、平土、洒水、夯实(干密度1.6以下)；编号名称单位数量单价(元)合计(元)1直接费元1741.411.1基本直接费元1564.611.1.1人工费元1156.93(1)工长工时4.32412.1252.41(2)初级工工时212.8165.191104.521.1.2材料费元1.1.3机械使用费元333.17(1)蛙式夯实机台时14.66422.72333.171.1.4其他费用元74.51(1)其他费用%51490.1074.511.2其他直接费%11.31564.61176.802间接费%91741.41156.733利润%71898.14132.874税金%92031.01182.795小计元2213.806合计元2213.80单价元22.14附件表5建筑工程单价表项目编号：8/8/17/9，项目名称：管道试压DN100，定额单位：100m定额编号：GBE0190借施工方法：管道试压等；编号名称单位数量单价(元)合计(元)1人工费元125.37(1)管工综合工工日1.003125125.382材料费元29.32(1)水m30.77361.060.82(2)氧气m30.24826.81.69(3)低碳钢焊条综合kg0.2824.191.18(4)石棉橡胶板高压1～6kg0.56410.45.87(5)镀锌钢管DN50m0.958814.814.19(6)钢板4.5～10kg0.7683.432.63(7)六角螺栓带螺母综合kg0.1415.430.77(8)乙炔气kg0.082712.010.99(9)法兰阀门DN50个0.006672.650.48(10)平焊法兰1.6MPaDN50片0.012215.520.19(11)其他材料费元0.507610.513机械费元10.47(1)立式钻床台班0.01697.870.13(2)试压泵台班0.082727.162.25(3)直流弧焊机台班0.082794.627.83(4)电焊条烘干箱台班0.008530.910.264合计元165.16单价元1.65附件表5建筑工程单价表项目编号：9/10/9/18/10，项目名称：管道试压DN150，定额单位：100m定额编号：GBE0191借施工方法：管道试压等；编号名称单位数量单价(元)合计(元)1人工费元193.41(1)管工综合工工日1.5472125193.402材料费元41.98(1)水m33.08881.063.27(2)氧气m30.36196.82.46(3)低碳钢焊条综合kg0.2824.191.18(4)石棉橡胶板高压1～6kg0.843210.48.77(5)镀锌钢管DN50m0.958814.814.19(6)钢板4.5～10kg2.31243.437.93(7)六角螺栓带螺母综合kg0.22565.431.23(8)乙炔气kg0.120312.011.44(9)法兰阀门DN50个0.006672.650.48(10)平焊法兰1.6MPaDN50片0.012215.520.19(11)其他材料费元0.827210.833机械费元12.81(1)立式钻床台班0.02547.870.20(2)试压泵台班0.166427.164.52(3)直流弧焊机台班0.082794.627.83(4)电焊条烘干箱台班0.008530.910.264合计元248.20单价元2.48附件表5建筑工程单价表定额单位：项目编号：(4)/(4)/(4)/(4)/(4)，项目名称：C20砼井壁（厚200mm）100m3定额编号：Y30268+Y30392×1.03+Y30444×1.03施工方法：凿毛、冲洗、清仓、浇筑、振捣、养护、值班；人工装、运、卸、清洗；开关贮料斗活门、扒料、冲洗料斗泻槽；编号名称单位数量单价(元)合计(元)1直接费31300.211.1基本直接费28377.341.1.1人工费7556.90(1)工长工时24.9112.12301.91(2)高级工工时57.99811.26653.06(3)中级工工时464.1729.594451.41(4)初级工工时414.35865.192150.521.1.2材料费18819.84(1)水m3150.41.06159.42(2)锯材m30.13161525200.69(3)电焊条kg0.59225.313.14(4)卡扣件kg157.76965.4851.96(5)铁钉kg0.48883.851.88(6)铁件及预埋件kg170.0463.85654.68(7)型钢kg139.56184.55635.01(8)组合钢模板kg318.9424.551451.19(9)纯混凝土C20水泥强度42.52级配水灰比0.60m396.82153.5014861.871.1.3机械使用费1366.34(1)胶轮架子车台时135.25660.84113.62(2)混凝土搅拌机台时22.0930.00662.70(3)振动器台时33.0883.89128.71(4)风(砂)水枪台时11.84431.30370.72(5)载重汽车台时1.184465.8477.98(6)电焊机台时0.84614.9012.611.1.4其他费用634.26(1)其他费用2.126994.16566.88(2)其他费用6588.6135.32(3)其他费用20160.3032.061.2其他直接费10.328377.342922.872间接费631300.211878.013利润733178.222322.48附件表5建筑工程单价表定额单位：项目编号：(4)/(4)/(4)/(4)/(4)，项目名称：C20砼井壁（厚200mm）100m3定额编号：Y30268+Y30392×1.03+Y30444×1.03施工方法：凿毛、冲洗、清仓、浇筑、振捣、养护、值班；人工装、运、卸、清洗；开关贮料斗活门、扒料、冲洗料斗泻槽；编号名称单位数量单价(元)合计(元)4价差元9504.52(1)汽油kg8.52773.4129.08(2)水泥42.5kg29742.81350.03892.28(3)碎石40mmm381.464355.74537.56(4)中砂m353.2316764045.605税金%945005.224050.476小计元49055.697合计元49055.69单价元490.56附件表5建筑工程单价表定额单位：项目编号：(5)/24/(5)/23/27/(5)/27/(5)/30/(5)/22项目名称：C20砼底板（厚200mm）100m3定额编号：Y30276+Y30392×1.03+Y30444×1.03+Y30352×1.03施工方法：凿毛、冲洗、清仓、浇筑、振捣、养护、值班；人工装、运、卸、清洗；开关贮料斗活门、扒料、冲洗料斗泻槽；搅拌、出料、清洗；编号名称单位数量单价(元)合计(元)1直接费元25020.731.1基本直接费元22684.251.1.1人工费元5787.16(1)工长工时12.03212.12145.83(2)高级工工时15.9811.26179.93(3)中级工工时327.96329.593145.17(4)初级工工时446.28765.192316.231.1.2材料费元15321.94(1)水m3112.81.06119.57(2)锯材m30.08461525129.02(3)电焊条kg0.41365.312.20(4)卡扣件kg2.60385.414.06(5)铁钉kg0.99643.853.84(6)铁件kg2.66963.8510.28(7)铁件及预埋件kg20.10663.8577.41(8)型钢kg12.42684.5556.54(9)组合钢模板kg5.19824.5523.65(10)预制混凝土柱m30.04750023.50(11)纯混凝土C20水泥强度42.52级配水灰比0.60m396.82153.5014861.871.1.3机械使用费元1245.53(1)胶轮架子车台时152.97560.84128.50(2)混凝土搅拌机台时17.427630.00522.83(3)振动器台时26.323.89102.38(4)风(砂)水枪台时14.175231.30443.68(5)载重汽车台时0.216265.8414.23(6)载重汽车台时0.04796.034.51(7)履带起重机台时0.09486.358.12(8)汽车起重机台时0.04778.593.69(9)电焊机台时0.56431.1917.591.1.4其他费用元329.62(1)其他费用%0.619103.64114.62
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