高标准农田建设 农田基础设施建设工程 农田地力提升工程 安全文明施工及环境保护费 田块整治工程 梯田整治答疑公告（云阳县农业农村事业发展中心2026）

云阳县2025年高标准农田建设项目（二期）答疑及补遗
 
各潜在投标人：
一、现对云阳县2025年高标准农田建设项目（二期）答疑内容公布如下：
问题一：拟派人员的连续养老保险证明期限须包含 2026 年 7月至 2026 年 12 月，时间是不是错了
答：详见补遗1。
问题二：招标人你好，请问你们为什么不按本市最新发布的重庆市招标文件范本设置评标办法，云阳县不是独立王国吧
答：根据重庆市发展和改革委员会关于印发《重庆市房屋建筑和市政基础设施工程施工招标文件示范文本（2026年版）》等招标文件示范文本的通知(渝发改公管市〔2026〕76号)规定，2026年版招标文件示范文本自2026年2月1日起执行。
问题三：1、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
答：1.本项目未对财务作要求；2.可以；3.不需要另行提供其他承诺，按招标文件执行；4.招标文件已明确，具体详见招标文件第二章投标人须知前附表6.1.1评标委员会的组建；5.不采用。
问题四：该提问与本项目无关。
问题五：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
答：不需要另行提供其他承诺，按招标文件执行。
问题六：投标函附录中，工期、分包、工程质量要求对应的约定内容，可以统一填写“达到招标文件要求”吗
答：可以。
问题七：该提问与本项目无关。
问题八：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
答：不需要另行提供其他承诺，按招标文件执行。
问题九：该提问与本项目无关。
问题十：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
答：不需要。
问题十一：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
答：经核实，重庆市电子招投标系统中的投标文件格式和招标文件中的投标文件格式一致。
二、现对云阳县2025年高标准农田建设项目（二期）补遗内容公布如下：
1.招标文件第二章投标人须知前附表1.4.1投标人资质条件、能力、信誉中“拟派人员的连续养老保险证明期限须包含2026年7月至2026年12月”修改为“拟派人员的连续养老保险证明期限须包含2025年7月至2025年12月”。
2.请各潜在投标人自行在网上下载本通知相关内容，不管下载与否，都视为全部知晓其全部内容。
    
 
招   标   人：云阳县农业农村事业发展中心
招标代理机构：重庆重咨兴云工程咨询有限公司
        2026年1月27日
 

[50023520260121001010101].CQCF

4云阳县2025年蔈草镇双竹片区高标准农田建设项目工程量清单及最高限价.pdf

3云阳县2025年双土镇五台片区高标准农田建设项目工程量清单及最高限价.pdf

2云阳县2025年宝坪镇朝阳片区高标准农田建设项目工程量清单及最高限价.pdf

5云阳县2025年双土镇无量片区高标准农田建设项目工程量清单及最高限价.pdf

1工程量清单及最高限价汇总表.pdf

云阳县2025年蔈草镇双竹片区高标准农田建设项目预算书预算编制单位：国奥（重庆）工程建设管理有限公司编制日期:2026-1-18表2预算总表项目名称：云阳县2025年蔈草镇双竹片区高标准农田建设项目序号工程或费用名称项目规模(公顷)：1001.73亩预算金额金额单位:元各项费用占总费用的比例(%)(1)(2)(3)一工程施工费2336656.82100.00%二设备购置费三其他费用总计2336656.82表3工程施工费预算汇总表项目名称：云阳县2025年蔈草镇双竹片区高标准农田建设项目序号单项名称预算金额金额单位:元各项费用占工程施工费的比例(%)(1)(2)(3)1农田基础设施建设工程2230253.8095.45%2农田地力提升工程75278.343.22%3安全文明施工及环境保护费31124.681.33%总计----2336656.82填表说明：表中预算金额(2)见表3-1。序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)一农田基础设施建设工程2230253.80(一)田块整治工程565397.21耕作田块修筑工程565397.211梯田整治亩78.382308.88180969.70(1)清杂亩65.08561.8436564.541)110022机械清杂m2433870.8135143.472)10388人工伐树棵6716.181084.063)10408挖掘机挖树根棵675.03337.01(2)梯田整形亩78.381394.15109273.691)10332表土剥离（一二类土），推土距离(m)20～30m34613.203.1514531.582)10332表土回覆（松土），推土距离(m)20～30m34613.202.049410.933)10211挖掘机挖土三类土m37661.102.7821297.864)10430犁底层夯实（挖方区）m28897.680.343025.215)10431犁底层夯实（填方区）m34876.806.0129309.576)10428人工清除土壤中石砾石砾含量1%～5%m252271.055488.357)10362人工细部平整hm21.04512872.403001.958)10432蓄水泡田m2144140.162306.249)10434机械耙田造浆（两次）m21045100.2020902.00(3)田埂修筑m49604.2821241.781)10045机械田埂修筑m31096.2316.1617715.082)10433糊田坎水田泥m3136.8025.783526.70(4)田缺处11755.136450.331)100009土工膜铺设平铺m2403.6515.986450.33(5)下田坡道座9379.997439.361)10431犁底层夯实（填方区）m31237.83006.017439.362梯台整治亩172.541413.32243853.58(1)清杂亩133.16607.5580901.601)110022机械清杂m2887760.8171908.562)10388人工伐树棵42416.186860.323)10408挖掘机挖树根棵4245.032132.72(2)梯台整形亩132.631228.62162951.981)10331推土机推土(一、二类土)推土距离(m)10～20m322871.812.0145972.34序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)2)10331推土机推土(一、二类土)推土距离(m)10～20推土机推松土时，定额乘以0.8系数{基×0.8;}m32287.181.613682.363)10211挖掘机挖土三类土m333209.972.7892323.724)10325机械挖沟槽三类土（背沟）m3865.205.324602.865)10325机械挖沟槽三类土（厢沟）m3220.955.321175.456)10046土地翻耕一、二类土公顷8.84181718.5715195.253机械通道m329542.66140573.931)10211挖掘机挖土三类土m35272.02.7814656.162)20187机械凿打岩石Ⅴ-Ⅷm31318.043.9957978.823)80003机械碾压回填石渣m3659010.0766361.304)10325机械挖沟槽三类土m3296.555.321577.65(二)灌溉与排水工程687745.311)10331小型水源工程m322871.812.0173386.031整修山坪塘座173386.0373386.03(1)2025-SZC-ZXSPT-01座173386.0373386.031)塘坎m261914.3349772.45<1>10366机械边坡修整m2234.261.96459.15<2>10374建筑物土方回填土方回填机械夯填m3243.75023.335686.69<3>10325机械挖沟槽三类土m39.105.3248.41<4>30008块石护底m39.10220.412005.73<5>40072×100+40190×0.103现浇C20砼基础镇脚m36.50489.713183.12<6>100009土工膜铺设平铺m2286.2615.984574.43<7>40044+40190×1.03现浇C20砼护坡m335.1390528.1218557.61<8>AM0035借钢丝网加固全部铺挂m2234.2616.183790.33<9>40072×100+40190×0.103现浇C20砼压顶m32.34489.711145.92<10>40314伸缩缝沥青油毡一毡m20.9365.174.84<11>80053现浇10cm厚C20砼路面m239.051.912024.49<12>100248不锈钢栏杆安装t0.575113079.447521.99<13>AH0036借不锈钢防护门安装（配套门锁）m21.2641.45769.742)清淤m22003.54708.00<1>10163机械挖装淤泥、流砂不装车m3100.07.08708.003)放水设施m14.61316.2019216.54序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)<1>10325机械挖沟槽三类土m368.05.32361.76<2>20177机械凿打沟槽、基坑石方软质岩m317.0054.21921.57<3>10374建筑物土方回填土方回填机械夯填m385.0023.331983.05<4>40023+40190×1.03现浇C20砼放水管包封m31.9491525.141023.55<5>50062涂塑DN300无缝钢管m14.6654.619557.31<6>40024+40190×1.03现浇C20砼盖板（进水井）m30.2560556.63142.50<7>40023+40190×1.03现浇C20砼底板（进水井）m30.5120525.14268.87<8>40008+40190×1.03现浇C20砼侧墙m31.4951575.29860.12<9>40023+40190×1.03现浇C20砼卧管m32.7234525.141430.17<10>50057通气管（钢管DN50）m2129.87259.74<11>40189钢筋制作安装其他机械t0.06325979.42377.90<12>DN300截渗环个150.0050.00<13>DN150放水拍门个2290.001980.004)溢洪道m7.87238.731878.84<1>40023+40190×1.03现浇C20砼底板m31.1805525.14619.93<2>40008+40190×1.03现浇C20砼侧墙m31.8888575.291086.61<3>40099预制混凝土板地沟盖板m30.15718.13107.72<4>40189钢筋制作安装其他机械t0.01085979.4264.585)消力池口1943.19943.19<1>10325机械挖沟槽三类土m32.875.3215.27<2>40023+40190×1.03现浇C20砼底板m30.4305525.14226.07<3>40008+40190×1.03现浇C20砼侧墙m31.22575.29701.856)梯步处1867.01867.01<1>40023+40190×1.03现浇C20砼梯步m31.651525.14867.013)输配水工程m14.61316.20402361.361新建Φ90PE管道m293061.99181626.85(1)Φ90PE管道m293039.92116961.071)10325机械挖沟槽三类土m3643.42805.323423.042)20177机械凿打沟槽、基坑石方软质岩m3160.857054.218720.063)10374建筑物土方回填土方回填机械夯填m3804.285023.3318763.974)开口自粘式复合铝箔橡塑保温套管（壁厚2cm）m1465.010.0014650.005)50111Φ90PE管安装（0.8Mpa)m79022.2017538.00序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)6)50111Φ90PE管安装（1.0Mpa)m88024.0721181.607)50111Φ90PE管安装（1.25Mpa)m126025.9432684.40(2)给水栓个1268.16817.921)50110Φ50PE立管（1.0Mpa）m128.96107.522)50104Φ90×50异径三通安装个1224.16289.923)50103DN50塑料闸阀安装个1225.15301.804)50103DN50塑料弯头安装个129.89118.68(3)镇墩座27200.075401.951)40042+40190×1.03现浇C20砼镇墩m37.668704.485401.95(4)闸阀井座17670.5511399.311)10325机械挖沟槽三类土m314.24435.3275.782)20177机械凿打沟槽、基坑石方软质岩m36.10354.21330.843)40023+40190×1.03现浇C20砼底板m31.972525.141035.584)30077M7.5浆砌砖边墙m39.537410.853918.285)30082M10水泥砂浆抹立面厚2cmm242.8418.01771.556)AD0090借成品井盖井座安装套17309.845267.28(5)进水井座24782.329564.641)40023+40190×1.03现浇C20砼底板m30.7280525.14382.302)40008+40190×1.03现浇C20砼边墙m33.2160575.291850.133)40099预制混凝土板地沟盖板m30.4608718.13330.914)40189钢筋制作安装其他机械t0.06125979.42365.945)钢丝过滤网套430.00120.006)50116Φ160PE冲砂管安装m287.14174.287)50176DN150铸铁闸阀安装个41585.276341.08(6)管道穿机耕道处73540.9424786.581)40265混凝土拆除机械拆除无钢筋m315.246266.624064.892)20177机械凿打沟槽、基坑石方软质岩m316.26154.21881.513)10325机械挖沟槽三类土m3107.3595.32571.154)40072×0.1+40190×0.103现浇C20砼垫层m313.972456.176373.615)10374建筑物土方回填土方回填机械夯填m392.423.332155.696)80053+80054×5现浇20cm厚C25砼路面m276.2394.797225.847)8002220cm厚块石路基m281.3443.203513.89(7)管道配件个96132.2412695.38序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)1)50174DN100铸铁闸阀安装个4806.873227.482)50174DN100铸铁排气阀安装个4674.772699.083)50174DN11铸铁排砂阀安装个4762.843051.364)50174DN100铸铁减压阀安装个21170.172340.345)50104Φ90PE三通/直接/弯头安装个5724.161377.122新建0.3×0.4m灌溉渠m1974108.68214527.281)10325机械挖沟槽三类土m3475.33925.322528.802)10018人工挖沟槽土方三类土m3118.834821.692577.533)20177机械凿打沟槽、基坑石方软质岩m3203.716854.2111043.494)20195人工手持风镐破碎岩石岩石级别Ⅴ-Ⅷm350.929219.19977.335)40023+40190×1.03现浇C20砼底板m394.752525.1449758.076)40008+40190×1.03现浇C20砼沟壁m3236.88575.29136274.707)40317伸缩缝聚苯板m219.7417.54346.248)100001塑料薄膜铺设平铺m2118.4417.532076.259)10374建筑物土方回填土方回填机械夯填m3339.52823.337921.1910)10354人工平土一、二类土m2509.2922.011023.683整修0.3×0.4m灌溉渠m50012.416207.23(7)10004人工挖一般淤泥m330.0025.78773.40(7)10325机械挖沟槽三类土m312.04005.3264.05(7)10018人工挖沟槽土方三类土m33.010021.6965.29(7)20177机械凿打沟槽、基坑石方软质岩m35.160054.21279.72(7)20195人工手持风镐破碎岩石岩石级别Ⅴ-Ⅷm31.290019.1924.76(7)40023+40190×1.03现浇C20砼底板m32.400525.141260.34(7)40008+40190×1.03现浇C20砼沟壁m36.00575.293451.74(7)40317伸缩缝聚苯板m20.5017.548.77(7)100001塑料薄膜铺设平铺m23.0017.5352.59(7)10374建筑物土方回填土方回填机械夯填m38.60023.33200.64(7)10354人工平土一、二类土m212.9002.0125.93(7)排水工程个96132.24115114.361新建0.6×0.8m排水沟m380302.93115114.36(1)10325机械挖沟槽三类土m3263.87205.321403.80(2)20177机械凿打沟槽、基坑石方软质岩m3113.088054.216130.50序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)(3)10374建筑物土方回填土方回填机械夯填m372.96023.331702.16(4)10354人工平土一、二类土m2304.02.01611.04(5)40023+40190×1.03现浇C20砼底板m338.0525.1419955.32(6)40008+40190×1.03现浇C20砼沟壁m3121.60575.2969955.26(7)40317伸缩缝聚苯板m26.08017.54106.64(8)40099预制混凝土板地沟盖板m315.20718.1310915.58(9)40189钢筋制作安装其他机械t0.11255979.42672.68(10)40318Φ50PVC泄水管m95.0013.121246.40(11)30004砂石铺筑反滤层m311.40211.842414.98(2)20177渠系建筑物工程m3113.088054.2196883.561新建DN300管涵座221975.6243463.70(1)涵管部分m110257.1728288.421)10325机械挖沟槽三类土m388.05.32468.162)20177机械凿打沟槽、基坑石方软质岩m322.054.211192.623)40072×0.1+40190×0.103现浇C20砼垫层m318.040456.178229.314)50128双壁波纹管(胶圈接口)公称直径(mm以内)315m110149.7616473.605)10374建筑物土方回填土方回填机械夯填m382.5023.331924.73(2)消力池及一字墙座22689.7915175.28(1)10325机械挖沟槽三类土m319.7125.32104.87(2)20177机械凿打沟槽、基坑石方软质岩m34.92854.21267.15(3)40023+40190×1.03现浇C20砼底板m33.08491.601514.13(4)40008+40190×1.03现浇C20砼池壁m319.052541.7510321.42(5)40008+40190×1.03现浇C20砼挡土墙m35.478541.752967.712新建DN600管涵座143197.3844763.29(1)涵管部分m70463.3432433.661)10211挖掘机挖土三类土m3105.5602.78293.462)20177机械凿打沟槽、基坑石方软质岩m326.39054.211430.603)40072×0.1+40190×0.103现浇C20砼垫层m324.990456.1711399.694)50131双壁波纹管(胶圈接口)公称直径(mm以内)600m70246.8117276.705)10374建筑物土方回填土方回填机械夯填m387.15023.332033.21(2)消力池及一字墙座14880.6912329.63序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)(1)10325机械挖沟槽三类土m317.2485.3291.76(2)20177机械凿打沟槽、基坑石方软质岩m34.31254.21233.75(3)40023+40190×1.03现浇C20砼底板m31.96491.60963.54(4)40008+40190×1.03现浇C20砼池壁m315.218541.758244.35(5)40008+40190×1.03现浇C20砼挡土墙m35.362521.492796.233新建沉砂池座13665.898656.57(1)10325机械挖沟槽三类土m350.055.32266.27(2)40023+40190×1.03现浇C20砼底板m33.51525.141843.24(3)40008+40190×1.03现浇C20砼边墙m310.79575.296207.38(4)10374建筑物土方回填土方回填机械夯填m314.5623.33339.68(三)田间道路工程853448.39(2)田间道工程座14880.69810206.211改建3.0m宽田间道（C25砼）m2350344.77810206.21(1)80007路床(槽)压实m27990.01.6212943.80(2)80018-80019×55cm厚碎石调平层m27520.015.94119868.80(3)80053+80054×5现浇20cm厚C25砼路面m2705094.79668269.50(4)80105锯缝机锯缝m1410.05.547811.40(5)10325机械挖沟槽三类土m3246.7505.321312.71(2)附属设施工程座14880.6943242.181新建错车道（C25砼）个25087.5310175.06(1)80007路床(槽)压实m293.621.62151.66(2)80018-80019×55cm厚碎石调平层m293.6215.941492.30(3)80053+80054×5现浇20cm厚C25砼路面m29094.798531.102新建回车道（C25砼）个18475.778475.77(1)80007路床(槽)压实m277.821.62126.07(2)80018-80019×55cm厚碎石调平层m277.8215.941240.45(3)80053+80054×5现浇20cm厚C25砼路面m27594.797109.253新建交叉口（C25砼）个111207.7613285.40(1)80007路床(槽)压实m2118.251.62191.57(2)80018-80019×55cm厚碎石调平层m2118.2515.941884.91(3)80053+80054×5现浇20cm厚C25砼路面m2118.2594.7911208.924安全警示牌套16332.185314.84(1)10211挖掘机挖土三类土m33.042.788.45序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)(2)40042+40190×1.03现浇C20砼基础m33.04670.942039.66(3)C5-1-2-2借钢管立柱安装t0.197013333.662626.73(4)成品铝板警示牌（含固定配件）套1640.00640.005公示牌座14491.114491.11110325机械挖沟槽三类土m30.6085.323.23220177机械凿打沟槽、基坑石方软质岩m30.26154.2114.15310374建筑物土方回填土方回填机械夯填m30.40123.339.36410371原土夯实m22.345.4212.68530019M7.5浆砌块石基础m30.468302.65141.64630077M7.5浆砌砖主体m31.49402.23599.327100295墙面装饰块料装饰贴瓷砖m26.69551.00341.458100293墙面装饰块料装饰花岗岩30mm厚以内m24.5481.34369.289烧字项13000.003000.006工号牌块3050.001500.00(四)农田防护与生态环境保护工程123662.89(1)10211坡面防护工程m33.042.78123662.891新建2.0m高挡土墙m18820.8614775.51(1)10325机械挖沟槽三类土m335.21885.32187.36(2)20177机械凿打沟槽、基坑石方软质岩m37.819254.21423.88(3)40044+40190×0.824现浇C20埋石砼挡土墙（20%埋石率）m327.7128493.5213676.82(4)30004砂石铺筑反滤层m30.1872211.8439.66(5)40318Φ50PVC泄水管m9.013.12118.08(6)10374建筑物土方回填土方回填机械夯填m311.772023.33274.64(7)10354人工平土一、二类土m227.39962.0155.072新建3.0m高挡土墙m271473.4539783.09(1)10325机械挖沟槽三类土m396.53585.32513.57(2)20177机械凿打沟槽、基坑石方软质岩m322.453254.211217.19(3)40044+40190×0.824现浇C20埋石砼挡土墙（20%埋石率）m374.6172493.5236825.08(4)30004砂石铺筑反滤层m30.4212211.8489.23(5)40318Φ50PVC泄水管m2713.12354.24(6)10374建筑物土方回填土方回填机械夯填m327.661523.33645.34序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)(7)10354人工平土一、二类土m268.87432.01138.443新建4.0m高挡土墙m302303.4869104.29(1)10325机械挖沟槽三类土m3171.63605.32913.10(2)20177机械凿打沟槽、基坑石方软质岩m340.704054.212206.56(3)40044+40190×0.824现浇C20埋石砼挡土墙（20%埋石率）m3130.0380493.5264176.35(4)30004砂石铺筑反滤层m30.4680211.8499.14(5)40318Φ50PVC泄水管m36.013.12472.32(6)10374建筑物土方回填土方回填机械夯填m344.820023.331045.65(7)10354人工平土一、二类土m295.10902.01191.17二农田地力提升工程75278.34(一)土壤培肥工程75278.34(6)10374增施有机肥亩250.92300.0175278.34110415机械地力培肥土类级别一、二类土hm216.7284500.1475278.34三安全文明施工及环境保护费31124.68(一)安全文明施工及环境保护费%1.352305532.1431124.68总计2336656.82填表说明：1．表中(6)＝(4)×(5)。2．表中(5)见表3-2。云阳县2025年双土镇五台片区高标准农田建设项目预算书预算编制单位：国奥（重庆）工程建设管理有限公司编制日期:2026-1-18表2预算总表项目名称：云阳县2025年双土镇五台片区高标准农田建设项目序号工程或费用名称项目规模(公顷)：预算金额金额单位:元各项费用占总费用的比例(%)(1)(2)(3)一工程施工费5429762.73100.00%二设备购置费三其他费用四不可预见费总计5429762.73表3工程施工费预算汇总表项目名称：云阳县2025年双土镇五台片区高标准农田建设项目序号单项名称预算金额金额单位:元各项费用占工程施工费的比例(%)(1)(2)(3)1双土镇5429762.73100.00%(1)五台村2814361.6851.83%(2)长保村2615401.0548.17%总计----5429762.73填表说明：表中预算金额(2)见表3-1。序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)双土镇5429762.73一五台村2814361.68(一)农田基础设施建设工程2703791.61田块整治工程502136.821梯田整治225.762147.73484871.90(1)田面平整工程225.761373.24310022.821)110022其他附属用地机械清杂m245152.00230.9341991.362)10331表土剥离推土距离(m)10～20推土机推土层厚度＜0.3m{机×1.25;}m317114.50442.4842443.973)10331表土回覆推土距离(m)10～20推土机推松土时，定额乘以0.8系数{基×0.8;}m317114.50441.6127554.354)10339土方移动推土距离(m)10～20m317329.49572.2839511.255)10430犁底层压实犁底层夯实(挖方区)m219414.41180.346600.906)10431犁底层压实犁底层夯实(填方区)m315539.64786.0193393.287)10434机械耙田造浆（第一次）m2135457.30940.2027091.468)10434机械耙田造浆（第二次）m2135457.30940.2027091.469)10362人工细部平整hm21.51262872.404344.79(2)新修田埂(土)m177806.63117885.611)10045机械田埂修筑m35778.50016.1693380.562)10433人工稀泥巴抹田坎m3533.4025.7813751.053)100004土工膜m2814.0813.2110754.00(3)新建下田坡道425134.0356963.471)10211挖掘机挖土三类土m35656.752.9916913.682)80002机械碾压回填土m35656.757.0840049.792恢复地类整治17.84967.7617264.92110022其他附属用地机械清杂m211893.33930.9311060.8110047土地翻耕三类土公顷1.18932000.512379.2110388人工伐树、挖根伐树树身直径(cm)20～40棵713.605.363824.90灌溉与排水工程1111729.561水源工程353449.40(1)整修山坪塘750492.77353449.401)2025-WTC-SPT-01143549.2743549.27<1>坝体m32988.7431639.6110213清淤(运输200m）m3121.711.281372.78序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)30096机械砌体拆除水泥浆砌石m307.091372.7810325机械挖沟槽三类土m317.60005.3293.6310384塘坎土方夯填筑m319.20009.28178.1840044+40190×1.03C25砼基础m316.0000494.877917.9240002+40190×1.0310cm现浇C25砼护坡m38.15446.773641.18300015cm厚细砂垫层m34.08227.11926.6110384粘土回填m30.829.287.61100008两布一膜土工膜m2129.6013.381734.0540312+40190×1.03C25砼压顶m32.8800514.561481.9340272橡胶止水m6.4000127.61816.7080018-80019×550MM碎石垫层m232.000015.74503.6880053-80054×5100MM厚C20砼路面m232.000048.411549.1210371原土夯实m232.00005.42173.44GGF0026借成品仿木栏杆安装m33299.769892.0810213不锈钢门扇1500.00500.0040320+40190×0.0247C25混凝土梯步浇筑m23.1458222.74700.7010213警示牌块1150.00150.00<2>放水设施座110162.7010162.70①10325机械挖沟槽三类土m339.0685.32207.84②10384建筑物土方回填土方回填机械夯填m337.529.28348.19③100073100mm厚C15砼垫层m30.195412.1580.37④40008+40190×1.03200mm厚C20砼侧墙m30.88580.85511.15⑤40023+40190×1.03200mm厚C20砼底板m30.288531.77153.15⑥不锈钢拦污珊块1220.00220.00⑦CK0426借室外塑料给水管(电熔连接)公称外径≤200mmm1869.761255.68⑧防水翼环个1150.00150.00⑨闸阀井座17236.327236.3210325机械挖沟槽三类土m31.845.329.7920177机械凿打岩石m30.7954.2142.8340023+40190×1.03100mm厚C20砼底板m30.22531.77116.9940043+40190×1.03C20砼（支墩）m30.024652.8815.6730077M7.5水泥砂浆砌砖m31.37400.25548.34300821:2.5水泥砂浆抹立面m26.119.36118.10序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)30081砌体砂浆抹面厚2cm平面m20.8916.6314.8040101预制C20钢筋混凝土板m30.12601.0172.1240136钢筋混凝土板（运输）m30.1227.263.2740159预制混凝土板人工安装板单体构件体积(m3)0～0.2m30.1242.155.0640189钢筋制作安装其他机械t0.01415818.9882.0550079管件（三通）个194.2694.2650177DN200铸铁闸阀安装个23056.526113.04<3>溢洪道m6291.161746.96①10325机械挖沟槽三类土m35.885.3231.28②10384建筑物土方回填土方回填机械夯填m30.909.288.35③40008+40190×1.03200mm厚C20砼侧墙m31.44580.85836.42④40023+40190×1.03100MM厚C20砼底板m30.84531.77446.69⑤40101预制C20钢筋混凝土板m30.1871601.01112.45⑥40189钢筋制作安装其他机械t0.01125818.9865.17⑦40008+40190×1.03200mm厚C20砼侧墙（消力池）m30.2592580.85150.56⑧40023+40190×1.03150mm厚C20砼底板（消力池）m30.2155445.6696.042)2025-WTC-SPT-02座132918.4132918.41<1>坝体m36.4904.3532918.41①10325机械挖沟槽三类土m330.735.32163.48②10384塘坎土方夯填筑m321.849.28202.68③40044+40190×1.03C25砼基础m327.94494.8713826.67④40044+40190×1.03C25钢筋砼护坡m313.10494.876482.80⑤300015cm厚细砂垫层m33.93227.11892.54⑥10384粘土回填m30.799.287.33⑦100008两布一膜土工膜m2159.4313.382133.17⑧40189钢筋制作安装其他机械t1.37525818.988002.26⑨40272橡胶止水m7.28127.61929.00⑩40320+40190×0.0247C25混凝土梯步浇筑m20.5768222.74128.48⑪警示牌块1150.00150.003)2025-WTC-SPT-03座151008.5051008.50<1>坝体m40992.1939687.5510213清淤(运输200m）m3127.911.281442.7110325机械挖沟槽三类土m322.065.32117.36序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)10384塘坎土方夯填筑m324.069.28223.2840044+40190×1.03C25砼基础m320.1494.879946.8940002+40190×1.0310cm现浇C25砼护坡m312.19446.775446.13300015cm厚细砂垫层m36.09227.111383.1010384粘土回填m31.229.2811.32100008两布一膜土工膜m2121.8613.381630.4940312+40190×1.03C25砼压顶m33.609514.561857.0540272橡胶止水m8.02127.611023.4380018-80019×550MM碎石垫层m240.115.74631.1780053-80054×5100MM厚C20砼路面m240.148.411941.2410371原土夯实m240.15.42217.34GGF0026借成品仿木栏杆安装m41299.7612290.1610325不锈钢门扇1500.00500.0040320+40190×0.0247C25混凝土梯步浇筑m23.9323222.74875.8810325警示牌块1150.00150.00<2>放水设施座110162.7010162.70①10325机械挖沟槽三类土m339.0685.32207.84②10384建筑物土方回填土方回填机械夯填m337.529.28348.19③100073100mm厚C15砼垫层m30.195412.1580.37④40008+40190×1.03200mm厚C20砼侧墙m30.88580.85511.15⑤40023+40190×1.03200mm厚C20砼底板m30.288531.77153.15⑥不锈钢拦污珊块1220.00220.00⑦CK0426借室外塑料给水管(电熔连接)公称外径≤200mmm1869.761255.68⑧防水翼环个1150.00150.00⑨闸阀井座17236.327236.3210325机械挖沟槽三类土m31.845.329.7920177机械凿打岩石m30.7954.2142.8340023+40190×1.03100mm厚C20砼底板m30.22531.77116.9940043+40190×1.03C20砼（支墩）m30.024652.8815.6730077M7.5水泥砂浆砌砖m31.37400.25548.34300821:2.5水泥砂浆抹立面m26.119.36118.1030081砌体砂浆抹面厚2cm平面m20.8916.6314.8040101预制C20钢筋混凝土板m30.12601.0172.12序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)40136钢筋混凝土板（运输）m30.1227.263.2740159预制混凝土板人工安装板单体构件体积(m3)0～0.2m30.1242.155.0640189钢筋制作安装其他机械t0.01415818.9882.0550079管件（三通）个194.2694.2650177DN200铸铁闸阀安装个23056.526113.04<3>溢洪道m4289.561158.25①10325机械挖沟槽三类土m33.925.3220.85②10384建筑物土方回填土方回填机械夯填m30.609.285.57③40008+40190×1.03200mm厚C20砼侧墙m30.96580.85557.62④40023+40190×1.03100MM厚C20砼底板m30.56531.77297.79⑤40101预制C20钢筋混凝土板m30.1247601.0174.95⑥40189钢筋制作安装其他机械t0.00755818.9843.64⑦40008+40190×1.03200mm厚C20砼侧墙（消力池）m30.1728580.85100.37⑧40023150mm厚C20砼底板（消力池）m30.1437399.8757.464)2025-WTC-SPT-04座133255.6433255.64<1>坝体m21.9988.0121637.3310213清淤(运输200m）m372.611.28818.9310325机械挖沟槽三类土m39.645.3251.2810384塘坎土方夯填筑m313.14009.28121.9440044+40190×1.03C25砼基础m38.76494.874335.0640002+40190×1.0310cm现浇C25砼护坡m37.42446.773315.03300015cm厚细砂垫层m33.71227.11842.5810384粘土回填m30.749.286.87100008两布一膜土工膜m278.8413.381054.8840312+40190×1.03C25砼压顶m31.9710514.561014.2040272橡胶止水m4.3800127.61558.9380018-80019×550MM碎石垫层m221.900015.74344.7180053-80054×5100MM厚C20砼路面m221.900048.411060.1810371原土夯实m221.90005.42118.70GGF0026借成品仿木栏杆安装m22.9299.766864.5040101不锈钢门扇1500.00500.0040320+40190×0.0247C25混凝土梯步浇筑m22.1529222.74479.5440101警示牌块1150.00150.00序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)<2>放水设施座110162.7010162.70①10325机械挖沟槽三类土m339.0685.32207.84②10384建筑物土方回填土方回填机械夯填m337.529.28348.19③100073100mm厚C15砼垫层m30.195412.1580.37④40008+40190×1.03200mm厚C20砼侧墙m30.88580.85511.15⑤40023+40190×1.03200mm厚C20砼底板m30.288531.77153.15⑥不锈钢拦污珊块1220.00220.00⑦CK0426借室外塑料给水管(电熔连接)公称外径≤200mmm1869.761255.68⑧防水翼环个1150.00150.00⑨闸阀井座17236.327236.3210325机械挖沟槽三类土m31.845.329.7920177机械凿打岩石m30.7954.2142.8340023+40190×1.03100mm厚C20砼底板m30.22531.77116.9940043+40190×1.03C20砼（支墩）m30.024652.8815.6730077M7.5水泥砂浆砌砖m31.37400.25548.34300821:2.5水泥砂浆抹立面m26.119.36118.1030081砌体砂浆抹面厚2cm平面m20.8916.6314.8040101预制C20钢筋混凝土板m30.12601.0172.1240136钢筋混凝土板（运输）m30.1227.263.2740159预制混凝土板人工安装板单体构件体积(m3)0～0.2m30.1242.155.0640189钢筋制作安装其他机械t0.01415818.9882.0550079管件（三通）个194.2694.2650177DN200铸铁闸阀安装个23056.526113.04<3>溢洪道m5291.121455.61①10325机械挖沟槽三类土m34.905.3226.07②10384建筑物土方回填土方回填机械夯填m30.759.286.96③40008+40190×1.03200mm厚C20砼侧墙m31.20580.85697.02④40023+40190×1.03100MM厚C20砼底板m30.70531.77372.24⑤40101预制C20钢筋混凝土板m30.1559601.0193.70⑥40189钢筋制作安装其他机械t0.00935818.9854.12⑦40008+40190×1.03200mm厚C20砼侧墙（消力池）m30.2160580.85125.46⑧40023+40190×1.03150mm厚C20砼底板（消力池）m30.1796445.6680.04序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)5)2025-WTC-SPT-05座149300.8249300.82<1>坝体m38.5986.4937979.87⑧10213清淤(运输200m）m3120.511.281359.24⑧10325机械挖沟槽三类土m316.945.3290.12⑧10384塘坎土方夯填筑m323.19.28214.37⑧40044+40190×1.03C25砼基础m315.4494.877621.00⑧40002+40190×1.0310cm现浇C25砼护坡m313.05446.775830.35⑧300015cm厚细砂垫层m36.53227.111483.03⑧10384粘土回填m31.319.2812.16⑧100008两布一膜土工膜m2138.6013.381854.47⑧40312+40190×1.03C25砼压顶m33.4650514.561782.95⑧40272橡胶止水m13.48127.611720.18⑧80018-80019×550MM碎石垫层m238.500015.74605.99⑧80053-80054×5100MM厚C20砼路面m238.500048.411863.79⑧10371原土夯实m238.50005.42208.67⑧GGF0026借成品仿木栏杆安装m39.5299.7611840.52⑧40023+40190×1.03不锈钢门扇1500.00500.00⑧40320+40190×0.0247C25混凝土梯步浇筑m23.7848222.74843.03⑧40023+40190×1.03警示牌块1150.00150.00<2>放水设施座110162.7010162.70①10325机械挖沟槽三类土m339.0685.32207.84②10384建筑物土方回填土方回填机械夯填m337.529.28348.19③100073100mm厚C15砼垫层m30.195412.1580.37④40008+40190×1.03200mm厚C20砼侧墙m30.88580.85511.15⑤40023+40190×1.03200mm厚C20砼底板m30.288531.77153.15⑥不锈钢拦污珊块1220.00220.00⑦CK0426借室外塑料给水管(电熔连接)公称外径≤200mmm1869.761255.68⑧防水翼环个1150.00150.00⑨闸阀井座17236.327236.32⑧10325机械挖沟槽三类土m31.845.329.79⑧20177机械凿打岩石m30.7954.2142.83⑧40023+40190×1.03100mm厚C20砼底板m30.22531.77116.99⑧40043+40190×1.03C20砼（支墩）m30.024652.8815.67序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)30077M7.5水泥砂浆砌砖m31.37400.25548.34300821:2.5水泥砂浆抹立面m26.119.36118.1030081砌体砂浆抹面厚2cm平面m20.8916.6314.8040101预制C20钢筋混凝土板m30.12601.0172.1240136钢筋混凝土板（运输）m30.1227.263.2740159预制混凝土板人工安装板单体构件体积(m3)0～0.2m30.1242.155.0640189钢筋制作安装其他机械m30.01415818.9882.0550079管件（三通）个194.2694.2650177DN200铸铁闸阀安装个23056.526113.04<3>溢洪道4289.561158.25①10325机械挖沟槽三类土m33.925.3220.85②10384建筑物土方回填土方回填机械夯填m30.609.285.57③40008+40190×1.03200mm厚C20砼侧墙m30.96580.85557.62④40023+40190×1.03100MM厚C20砼底板m30.56531.77297.79⑤40101预制C20钢筋混凝土板m30.1247601.0174.95⑥40189钢筋制作安装其他机械0.00755818.9843.64⑦40008+40190×1.03200mm厚C20砼侧墙（消力池）m30.1728580.85100.37⑧40023150mm厚C20砼底板（消力池）m30.1437399.8757.466)2025-WTC-SPT-06座174468.1374468.13<1>坝体85735.9862558.4710213清淤(运输200m）m342.5811.28480.3010325机械挖沟槽三类土m346.755.322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0460.755805.455)50128双壁波纹管(胶圈接口)公称直径(mm以内)315m70149.7610483.20(2)新建DN600管涵m20475.989519.551)10211挖掘机挖土三类土m330.83204.19129.192)20177机械凿打沟槽、基坑石方软质岩m37.708054.21417.853)10374建筑物土方回填土方回填机械夯填m325.68023.33599.114)40072×0.1+40190×0.103现浇C20砼垫层m37.460460.753437.205)50131双壁波纹管(胶圈接口)公称直径(mm以内)600m20246.814936.20(3)新建沉砂池座20634.0512681.071)10325机械挖沟槽三类土m377.005.32409.642)40023+40190×1.03现浇C20砼底板m35.40496.192679.433)40008+40190×1.03现浇C20砼边墙m316.60546.359069.414)10374建筑物土方回填土方回填机械夯填m322.4023.33522.593)10374田间道路工程m3173.4623.331380954.431田间道1380954.43(1)改建3.0m宽田间道（C25砼）m2418336.05812560.671)80007路床(槽)压实m29188.41.6214885.212)80018-80019×55cm厚碎石调平层m27737.615.29118307.90序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)3)80053+80054×5现浇20cm厚C25砼路面m2725492.36669979.444)80105锯缝机锯缝m1450.85.548037.435)10325机械挖沟槽三类土m3253.8905.321350.69(2)新建3.0m宽田间道（泥结碎石）m2220215.86479208.491)新建3.0m宽田间道（旱地段）m1332.0206.09274517.75<1>10211挖掘机挖土三类土m32450.8804.1910269.19<2>20187机械凿打岩石Ⅴ-Ⅷm31292.04043.9956836.84<3>10374回填压实m33503.16023.3381728.72<4>80007路床(槽)压实m24528.801.627336.66<5>8003910cm厚泥结碎石路面m23996.0029.43117602.28<6>10325机械挖沟槽三类土m3139.86005.32744.062)新建3.0m宽田间道（水田段）m888.0230.51204690.74<1>10211挖掘机挖土三类土m3839.16004.193516.08<2>20187机械凿打岩石Ⅴ-Ⅷm3359.640043.9915820.56<3>10374回填压实m31198.80023.3327968.00<4>80007路床(槽)压实m23019.201.624891.10<5>80010+80011×10路基基层土夹石厚度10cm实际:20m22841.6025.9073597.44<6>8003910cm厚泥结碎石路面m22664.0029.4378401.52<7>10325机械挖沟槽三类土m393.24005.32496.04(3)附属设施89185.271)改建3.0m宽田间道（C25砼附属设施）52188.54<1>新建错车道（C25砼）处84947.7639582.062)80007路床(槽)压实m2374.481.62606.662)80018-80019×55cm厚碎石调平层m2374.4815.295725.802)80053+80054×5现浇20cm厚C25砼路面m236092.3633249.60<2>新建交叉口（C25砼）处51174.655873.272)80007路床(槽)压实m253.751.6287.082)80018-80019×55cm厚碎石调平层m253.7515.29821.842)80053+80054×5现浇20cm厚C25砼路面m253.7592.364964.35<3>新建弯道加宽（C25砼）处32244.406733.212)80007路床(槽)压实m261.621.6299.822)80018-80019×55cm厚碎石调平层m261.6215.29942.172)80053+80054×5现浇20cm厚C25砼路面m261.6292.365691.22序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)2)新建3.0m宽田间道（泥结碎石附属设施）21253.27<1>新建错车道（泥结碎石）处51453.457267.2580007路床(槽)压实m2234.051.62379.168003910cm厚泥结碎石路面m2234.0529.436888.09<2>新建回车道（泥结碎石）处32385.117155.3380007路床(槽)压实m2230.731.62373.788003910cm厚泥结碎石路面m2230.4329.436781.55<3>新建交叉口（泥结碎石）处9333.793004.0980007路床(槽)压实m296.751.62156.748003910cm厚泥结碎石路面m296.7529.432847.35<4>新建弯道加宽（泥结碎石）处6637.773826.6080007路床(槽)压实m2123.241.62199.658003910cm厚泥结碎石路面m2123.2429.433626.953)道路警示标牌处23684.5015743.46<1>40044+40190×1.03+40195×1.03现浇C25砼基础m34.025546.792200.83<2>DB0386借警示标牌安装（综合）块23588.8113542.6380053+80054×5农田防护与生态环境保护工程m261.6292.3621805.651新建1.5m高挡土墙m22421.389270.44(1)10325机械挖沟槽三类土m323.545.32125.23(2)20177机械凿打沟槽、基坑石方软质岩m35.9454.21322.01(3)40044+40190×0.824+40193×0.824现浇C20埋石砼挡土墙（20%埋石率）m316.082478.517695.40(4)10374建筑物土方回填土方回填机械夯填m312.21023.33284.86(5)40317聚苯板填缝m213.217.54231.53(6)102261.0m3挖掘机挖装自卸汽车运土运距(km)0～0.5m317.27011.71202.23(7)40318Φ50PVC泄水管m11.013.12144.32(8)30004砂石铺筑反滤层m31.32200.65264.862新建2.0m高挡土墙m18696.4012535.21(1)10325机械挖沟槽三类土m332.945.32175.24(2)20177机械凿打沟槽、基坑石方软质岩m37.5654.21409.83(3)40044+40190×0.824+40193×0.824现浇C20埋石砼挡土墙（20%埋石率）m321.6478.5110335.82(4)10374建筑物土方回填土方回填机械夯填m313.3223.33310.76序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)(5)102261.0m3挖掘机挖装自卸汽车运土运距(km)0～0.5m327.1811.71318.28(6)40317聚苯板填缝m218.017.54315.72(7)40318Φ50PVC泄水管m1813.12236.16(8)30004砂石铺筑反滤层m32.16200.65433.40(4)10374其他工程m313.3223.331450.001工号牌块2950.001450.00(二)农田地力提升工程12588.24(4)10374土壤培肥工程m313.3223.3312588.241增施有机肥亩41.96300.0112588.24(1)10415机械地力培肥土类级别一、二类土hm22.79734500.1412588.24(三)安全文明施工及环境保护费%1.352580563.4434837.61总计5429762.73填表说明：1．表中(6)＝(4)×(5)。2．表中(5)见表3-2。云阳县2025年宝坪镇朝阳片区高标准农田建设项目预算书预算编制单位：国奥（重庆）工程建设管理有限公司编制日期:2026-1-18表2预算总表项目名称：云阳县2025年宝坪镇朝阳片区高标准农田建设项目序号工程或费用名称项目规模(公顷)：预算金额金额单位:元各项费用占总费用的比例(%)(1)(2)(3)一工程施工费7599632.70100.00%二设备购置费三其他费用四不可预见费总计7599632.70表3工程施工费预算汇总表项目名称：云阳县2025年宝坪镇朝阳片区高标准农田建设项目序号单项名称预算金额金额单位:元各项费用占工程施工费的比例(%)(1)(2)(3)1宝坪镇7599632.70100.00%总计----7599632.70填表说明：表中预算金额(2)见表3-1。序号定额编号单项名称单位工程量综合单价金额单位：元合计(1)(2)(3)(4)(5)(6)A宝坪镇7599632.70一双坝村2523095.55(一)农田基础设施建设工程2449247.22田块整治工程283937.301梯田整治亩72.082228.73160646.81(1)田面平整工程亩72.081597.99115183.221)110022其他附属用地机械清杂m214416.00070.9313406.882)10331表土剥离推土距离(m)10～20推土机推土层厚度＜0.3m{机×1.25;}m37806.292.4819359.603)10331表土回覆推土距离(m)10～20推土机推松土时，定额乘以0.8系数{基×0.8;}m37806.291.6112568.134)10339土方移动推土距离(m)10～20m36916.09042.2815768.695)10430犁底层压实犁底层夯实(挖方区)m26671.19140.342268.216)10431犁底层压实犁底层夯实(填方区)m35512.76496.0133131.727)10434机械耙田造浆（第一次）m243249.480.208649.908)10434机械耙田造浆（第二次）m243249.480.208649.909)10362人工细部平整hm20.48052872.401380.19(2)新修田埂(土)m60116.2737689.751)10045机械田埂修筑m31953.57516.1631569.772)10433人工稀泥巴抹田坎m3180.3325.784648.913)100004土工膜m2111.3613.211471.07(3)新建下田坡道座58134.037773.841)10211挖掘机挖土三类土m3771.982.992308.222)80002机械碾压回填土m3771.987.085465.622梯台整治（包含恢复地类）亩62.051565.7197152.17(1)110022其他附属用地机械清杂m25535.36040.935147.89(2)10331表土剥离推土距离(m)10～20推土机推土层厚度＜0.3m{机×1.25;}m310341.66722.4825647.33(3)10331表土回覆推土距离(m)10～20推土机推松土时，定额乘以0.8系数{基×0.8;}m310341.66721.6116650.08(4)10339土方移动推土距离(m)10～20m39085.62792.28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投标 / 标书制作要点（原创）

本高标准农田建设 农田基础设施建设工程 农田地力提升工程 安全文明施工及环境保护费 田块整治工程 梯田整治涉及「答疑公告」，投标方需重点关注：① 营业执照经营范围须含答疑公告或对应服务类目；② 提供同类项目业绩证明；③ 报价方案与售后响应须明确；④ 紧盯投标截止与开标节点，建议提前完成标书制作与盖章。当地项目常要求本地化服务能力与快速响应，务必在投标文件中凸显。

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