山坪塘整治實施方案含概算

銅梁區(qū)維新鎮(zhèn)山坪塘整治工程實施方案銅梁區(qū)維新鎮(zhèn)農(nóng)業(yè)中心十二月編制根據(jù)、原則和任務(wù)編制根據(jù)本項目編制以維新鎮(zhèn)山坪塘現(xiàn)狀調(diào)查、維新鎮(zhèn)山坪塘總體規(guī)劃、銅梁區(qū)水務(wù)局有關(guān)下達銅梁區(qū)山坪塘整治目的任務(wù)知（銅水務(wù)發(fā)[]141號）、重慶市水利局有關(guān)印發(fā)《重慶市山坪塘整治質(zhì)量管理技術(shù)手冊（試行）》的告知（渝水民生[]10號）為根據(jù)。編制原則根據(jù)規(guī)定，針對我鎮(zhèn)旱情嚴重地區(qū)、群眾生產(chǎn)生活水源缺少地區(qū)，群眾主動性高、干部組織能力強的地區(qū)，病害隱患大、對下游人民群眾生命財產(chǎn)帶來嚴重威脅的山坪塘為實施整治原則。計劃任務(wù)本次根據(jù)以上根據(jù)和原則，全鎮(zhèn)計劃整治山坪塘46口，其中涉及：沿河村7口、新灘村4口、槐樹村17口、新堰村5口、柳村9口、營基村4口。項目區(qū)概況項目區(qū)基本狀況維新鎮(zhèn)位于銅梁區(qū)的西北邊陲，是個歷史悠久的集鎮(zhèn)，距城區(qū)42公里，東接我區(qū)少云鎮(zhèn)、高樓鎮(zhèn)，南連少云鎮(zhèn)（原中和鄉(xiāng)）及潼南區(qū)小渡鎮(zhèn)，西鄰潼南區(qū)塘壩鎮(zhèn)，北與潼南區(qū)田家鄉(xiāng)（原永勝鎮(zhèn)、龍項鄉(xiāng)）接壤。全鎮(zhèn)幅員面積50.56平方公里，呈北高南低北南狹長狀。海拔在352—221米之間。全鎮(zhèn)轄7個行政村，1個社區(qū)居委會，107個農(nóng)業(yè)合作社，總?cè)丝?人，其中城鄉(xiāng)人口595人。渝遂高速路貫穿我鎮(zhèn)境內(nèi)6.45公里。維新鎮(zhèn)是一種典型的農(nóng)業(yè)鄉(xiāng)鎮(zhèn)。整治山坪塘現(xiàn)狀我鎮(zhèn)山坪塘多建于上世紀八、九十年代，因年久失修損毀嚴重，為滿足防洪及本地村社農(nóng)戶生產(chǎn)、生活需要，急需修復。山坪塘整治的必要性維新鎮(zhèn)作為一種傳統(tǒng)的農(nóng)業(yè)大鎮(zhèn)，農(nóng)業(yè)在經(jīng)濟中占主導地位，水利是農(nóng)業(yè)的命脈，小型農(nóng)田水利工程關(guān)系到農(nóng)業(yè)增效、農(nóng)民增收、農(nóng)村穩(wěn)定的大局。維新鎮(zhèn)小型農(nóng)田水利工程建設(shè)有一定的基礎(chǔ)，但仍普遍存在設(shè)施建設(shè)原則低、分布不均、配套差、老化失修、效益衰減等問題，防災(zāi)減災(zāi)的能力嚴重局限性，工程性缺水嚴重，不能適應(yīng)當代農(nóng)業(yè)生產(chǎn)發(fā)展的需要。現(xiàn)在項目區(qū)水源緊缺，水利設(shè)施配套不完善，自然災(zāi)害頻繁，靠天吃飯狀況嚴重。為解決項目區(qū)的農(nóng)業(yè)生產(chǎn)條件，保障人民生命財產(chǎn)安全，增進國民經(jīng)濟的發(fā)展，加強小型農(nóng)田水利基礎(chǔ)設(shè)施建設(shè)是核心。工程設(shè)計方案總體設(shè)計經(jīng)實地考察，針對我鎮(zhèn)干旱發(fā)生頻繁，且群眾生產(chǎn)生活用水缺少，原有山坪塘因修建年代久遠、損毀嚴重已不能充足發(fā)揮原有的效益。在工程方案上選擇嚴格遵照統(tǒng)一規(guī)劃、先急后緩、先重后輕、突出重點的原則，本次我鎮(zhèn)重要整治山坪塘46口，充足發(fā)揮小型農(nóng)田水利的效益，提高群眾生產(chǎn)生活用水質(zhì)量。典型工程設(shè)計一、病害因素分析山坪塘修建于上世紀八十年代，修建時清基不徹底及大壩填筑碾壓不充足；涵臥管年久失修，淤積堵塞。溢洪道未襯砌，沖刷嚴重。以上因素造成山坪塘不能正常運行，無法發(fā)揮其應(yīng)用功效。二、整治方案（一）壩體翻修，上游壩坡進行削坡解決。削坡厚壩頂寬2.5m，上游壩坡坡比1:1.75。在上游壩腳處開挖至基巖后，新建混凝土截流槽防滲，運用挖掘機反鏟扎實，必要之處使用人工輔助修整、扎實，待坡度符合設(shè)計規(guī)定后，澆筑C25鋼筋混凝土作防滲解決。護坡C25混凝土（厚：10cm）采用攪拌站集中供應(yīng)，由于在坡面澆注，將坍落度控制在3-5cm，且和易性好，先用振搗梁或平板振動器振搗后，再用人工插釬振搗或平振、整平、人工收面三次，并確保原漿收面。根據(jù)現(xiàn)澆混凝土的厚度，每5m設(shè)立伸縮縫，縫寬2cm，清縫深度2倍縫寬，去除雜質(zhì)后并用瀝青杉木板填充解決，表面采用瀝青抹平。

每施工完畢一段待初凝后，灑水1-2次，并用養(yǎng)護膜覆蓋密封養(yǎng)護，隨時檢查表面與否濕潤，確保混凝土24小時保持濕潤。（二）放水設(shè)施：將原涵管拆除重建。平涵開挖底寬為1.5m。開挖高度不不大于5m設(shè)開挖平臺。開挖至基巖或老土后，新建平涵采用DN200PE管，外包C20砼包封。（三）溢洪道：對原溢洪道進行翻修。翻修采用C25混凝土新建1.2m寬，0.8m高，10m長的溢洪道。溢洪道底板采用C20混凝土砌筑，厚0.3m，邊墻采用C20混凝土砌筑，厚0.3m。條石砌筑時規(guī)定砂漿飽滿，迎水面采用1:2水泥砂漿開槽勾縫。（四）在塘坎頂部迎水面采用C20混凝土澆筑15cm厚，1.5m寬的人行道；在人行道臨水面一側(cè)安裝1.2m高的C25鋼筋砼欄桿，以保障人民群眾的安全通行。（五）護岸：對于邊坡垮塌嚴重的山坪塘，需進行護岸整治。整治方式典型：基礎(chǔ)按1:0.3開挖后，去除雜草和腐積土后扎實，基礎(chǔ)底部鋪設(shè)10cm厚C15混凝土墊層，再砌筑M7.5漿砌條石擋墻，擋墻迎土面以1:0.25放坡，擋墻高度不大于等于3m，頂寬為50cm，、邊坡護坡漿砌條石每5-8米分一道縫，縫寬2厘米，縫內(nèi)用M10水泥砂漿填塞。第三節(jié)總工程量工程概算表：工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注維新鎮(zhèn)山坪塘整治2300000.00一蘇家灣山坪塘38405.06（一）壩體29402.82土方開挖m3185.1714.902758.99石方開挖m311.2641.21464.02土石回填m311.5016.26186.99挖淤泥m3219.9015.503408.45砂石墊層m416.4392.781523.91C25鋼筋混凝土m324.64420.7810366.97C20砼截流槽m39.13363.123313.47C25鋼筋砼欄桿m31.86523.79972.15C20砼路沿m32.28404.07921.78C20砼路面m33.65396.991449.01碎石墊層m35.4896.38527.68鋼筋制安t0.854135.383509.39（二）溢洪道4271.94土方開挖m39.6614.90143.93石方開挖m34.1441.21170.61土石回填m36.6016.26107.32C25鋼筋混凝土m37.80425.613319.76C20砼底板m31.44368.28530.32（二）放水設(shè)施3523.05土方開挖m312.2014.90181.78石方開挖m39.8041.21403.86土石回填m313.3116.26216.42DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1207.25土方開挖m38.4014.90125.16石方開挖m33.6041.21148.36土石回填m310.0516.26163.41C20砼踏步m31.05387.29406.65C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注二黃桷咀山坪塘66996.40（一）壩體47909.73土方開挖m378.0014.901162.20石方開挖m319.5041.21803.60土石回填m316.2516.26264.23砂石墊層m434.1392.783166.12C25鋼筋混凝土m351.19420.7821538.68C20砼截流槽m316.25363.125900.70C25鋼筋砼欄桿m33.02523.791579.75C20砼路沿m34.06404.071641.53C20砼路面m36.50396.992580.44碎石墊層m39.7596.38939.71鋼筋制安t2.024135.388332.79（二）溢洪道10808.68土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m320.00420.788415.60C20砼底板m34.08368.281502.58（二）放水設(shè)施6772.22土方開挖m324.1014.90359.09石方開挖m314.9041.21614.03土石回填m328.3616.26461.05DN1601.0MPaPE管m23.00112.722592.56C20砼包封m32.07365.64756.87C15砼墊層m30.58332.66191.28磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1505.77土方開挖m311.2014.90166.88石方開挖m34.8041.21197.81土石回填m313.6816.26222.44C20砼踏步m31.12387.29433.76C20砼路沿m31.20404.07484.88工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注三汪家灣山坪塘56207.61（一）壩體44470.06土方開挖m387.6014.901305.24石方開挖m327.3841.211128.12土石回填m327.3816.26445.12砂石墊層m432.8592.783047.82C25鋼筋混凝土m349.28420.7820733.93C20砼截流槽m327.38363.129940.41C25鋼筋砼欄桿m31.62523.79850.63鋼筋制安t1.704135.387018.77（二）溢洪道6700.01土方開挖m324.0814.90358.79石方開挖m310.3241.21425.29土石回填m324.8016.26403.25C25鋼筋混凝土m38.90420.783744.94C20砼底板m34.80368.281767.74（二）放水設(shè)施4096.43土方開挖m314.3014.90213.07石方開挖m310.7041.21440.95土石回填m315.9716.26259.59DN1601.0MPaPE管m9.00112.721014.48C20砼包封m30.81365.64296.17C15砼墊層m30.23332.6674.85磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階941.11土方開挖m37.0014.90104.30石方開挖m33.0041.21123.63土石回填m38.5516.26139.02C20砼踏步m30.70387.29271.10C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注四黃家溝山坪塘53812.05（一）壩體39356.11土方開挖m378.4014.901168.16石方開挖m319.6041.21807.72土石回填m312.2516.26199.19砂石墊層m429.4092.782727.73C25鋼筋混凝土m344.10420.7818556.40C20砼截流槽m312.25363.124448.22C25鋼筋砼欄桿m32.44523.791275.95C20砼路沿m33.06404.071237.46C20砼路面m34.90396.991945.25碎石墊層m37.3596.38708.39鋼筋制安t1.524135.386281.64（二）溢洪道8280.34土方開挖m330.1014.90448.49石方開挖m312.9041.21531.61土石回填m331.0016.26504.06C25鋼筋混凝土m310.90420.784586.50C20砼底板m36.00368.282209.68（二）放水設(shè)施4669.82土方開挖m316.4014.90244.36石方開挖m311.6041.21478.04土石回填m318.6216.26302.76DN1601.0MPaPE管m12.00112.721352.64C20砼包封m31.08365.64394.89C15砼墊層m30.30332.6699.80磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1505.77土方開挖m311.2014.90166.88石方開挖m34.8041.21197.81土石回填m313.6816.26222.44C20砼踏步m31.12387.29433.76C20砼路沿m31.20404.07484.88工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注五爛田灣山坪塘50014.01（一）壩體40148.89土方開挖m384.6914.901261.88石方開挖m342.3841.211746.48土石回填m336.6816.26596.42挖淤泥m3309.6715.504799.89砂石墊層m421.3892.781983.17C25鋼筋混凝土m332.06420.7813491.26C20砼截流槽m314.25363.125174.46C25鋼筋砼欄桿m32.96523.791549.37C20砼路沿m33.56404.071439.50C20砼路面m36.84396.992715.41碎石墊層m38.5596.38824.05鋼筋制安t1.104135.384567.01（二）溢洪道5018.70土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m33.60368.281325.81（二）放水設(shè)施3905.31土方開挖m313.6014.90202.64石方開挖m310.4041.21428.58土石回填m315.0816.26245.20DN1601.0MPaPE管m8.00112.72901.76C20砼包封m30.72365.64263.26C15砼墊層m30.20332.6666.53磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階941.11土方開挖m37.0014.90104.30石方開挖m33.0041.21123.63土石回填m38.5516.26139.02C20砼踏步m30.70387.29271.10C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注六新居子山坪塘44426.25（一）壩體34561.14土方開挖m3274.3614.904087.96石方開挖m346.8941.211932.34土石回填m378.6916.261279.50挖淤泥m3479.6815.507435.04砂石墊層m413.8892.781287.32C25鋼筋混凝土m320.81420.788757.48C20砼截流槽m39.25363.123358.86C25鋼筋砼欄桿m32.03523.791063.29C20砼路沿m32.31404.07934.41C20砼路面m32.96396.991175.09碎石墊層m32.9696.38285.28鋼筋制安t0.724135.382964.55（二）溢洪道5018.70土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m33.60368.281325.81（二）放水設(shè)施3905.31土方開挖m313.6014.90202.64石方開挖m310.4041.21428.58土石回填m315.0816.26245.20DN1601.0MPaPE管m8.00112.72901.76C20砼包封m30.72365.64263.26C15砼墊層m30.20332.6666.53磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階941.11土方開挖m37.0014.90104.30石方開挖m33.0041.21123.63土石回填m38.5516.26139.02C20砼踏步m30.70387.29271.10C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注七槽堰灣山坪塘45960.15（一）壩體38057.62土方開挖m3654.6814.909754.73石方開挖m398.6741.214066.19土石回填m376.3816.261241.94挖淤泥m3474.6915.507357.70砂石墊層m410.1392.78939.40C25鋼筋混凝土m315.19420.786390.60C20砼截流槽m36.75363.122451.06C25鋼筋砼欄桿m31.57523.79820.26C20砼路沿m31.69404.07681.87C20砼路面m34.44396.991762.64碎石墊層m34.4496.38427.93鋼筋制安t0.524135.382163.32（二）溢洪道3438.37土方開挖m312.0414.90179.40石方開挖m35.1641.21212.64土石回填m312.4016.26201.62C25鋼筋混凝土m34.66420.781960.83C20砼底板m32.40368.28883.87（二）放水設(shè)施3523.05土方開挖m312.2014.90181.78石方開挖m39.8041.21403.86土石回填m313.3116.26216.42DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階941.11土方開挖m37.0014.90104.30石方開挖m33.0041.21123.63土石回填m38.5516.26139.02C20砼踏步m30.70387.29271.10C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注八長領(lǐng)杠山坪塘50481.27（一）壩體41600.35土方開挖m3280.6814.904182.13石方開挖m345.6841.211882.47土石回填m335.6816.26580.16挖淤泥m3329.8515.505112.68砂石墊層m422.0592.782045.80C25鋼筋混凝土m333.08420.7813917.30C20砼截流槽m312.25363.124448.22C25鋼筋砼欄桿m32.61523.791367.09C20砼路沿m33.06404.071237.46C20砼路面m35.88396.992334.30碎石墊層m35.8896.38566.71鋼筋制安t0.954135.383926.03（二）溢洪道4228.53土方開挖m315.0514.90224.25石方開挖m36.4541.21265.80土石回填m315.5016.26252.03C25鋼筋混凝土m35.66420.782381.61C20砼底板m33.00368.281104.84（二）放水設(shè)施3523.05土方開挖m312.2014.90181.78石方開挖m39.8041.21403.86土石回填m313.3116.26216.42DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1129.33土方開挖m38.4014.90125.16石方開挖m33.6041.21148.36土石回填m310.2616.26166.83C20砼踏步m30.84387.29325.32C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注九高粱灣山坪塘50382.64（一）壩體42058.23土方開挖m386.3714.901286.91石方開挖m334.3541.211415.56土石回填m324.6516.26400.81砂石墊層m428.8092.782672.06C25鋼筋混凝土m343.20420.7818177.70C20砼截流槽m316.00363.125809.92C25鋼筋砼欄桿m33.36523.791762.03C20砼路沿m34.00404.071616.28C20砼路面m37.68396.993048.88碎石墊層m37.6896.38740.20鋼筋制安t1.244135.385127.87（二）溢洪道3860.25土方開挖m315.0514.90224.25石方開挖m36.4541.21265.80土石回填m315.5016.26252.03C25鋼筋混凝土m35.66420.782381.61C20砼底板m32.00368.28736.56（二）放水設(shè)施3523.05土方開挖m312.2014.90181.78石方開挖m39.8041.21403.86土石回填m313.3116.26216.42DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階941.11土方開挖m37.0014.90104.30石方開挖m33.0041.21123.63土石回填m38.5516.26139.02C20砼踏步m30.70387.29271.10C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十大堰山坪塘40181.97（一）壩體31381.21土方開挖m3445.6514.906640.19石方開挖m344.6841.211841.26土石回填m347.6816.26775.28挖淤泥m3465.7415.507218.97砂石墊層m49.0092.78835.02C25鋼筋混凝土m313.50420.785680.53C20砼截流槽m37.50363.122723.40C25鋼筋砼欄桿m31.39523.79729.12C20砼路沿m31.88404.07757.63C20砼路面m33.60396.991429.16碎石墊層m33.6096.38346.97鋼筋制安t0.584135.382403.69（二）溢洪道4576.76土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m32.40368.28883.87（二）放水設(shè)施3523.05土方開挖m312.2014.90181.78石方開挖m39.8041.21403.86土石回填m313.3116.26216.42DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階700.94土方開挖m35.6014.9083.44石方開挖m32.4041.2198.90土石回填m36.9816.26113.49C20砼踏步m30.42387.29162.66C20砼路沿m30.60404.07242.44工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十一幺灘山坪塘43407.79（一）壩體34607.03土方開挖m3606.6314.909038.79石方開挖m384.3841.213477.30土石回填m348.8916.26794.95挖淤泥m3494.3715.507662.74砂石墊層m48.4092.78779.35C25鋼筋混凝土m312.60420.785301.83C20砼截流槽m37.00363.122541.84C25鋼筋砼欄桿m31.62523.79850.63C20砼路沿m31.75404.07707.12C20砼路面m33.36396.991333.89碎石墊層m33.3696.38323.84鋼筋制安t0.434135.381794.75（二）溢洪道4576.76土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m32.40368.28883.87（二）放水設(shè)施3523.05土方開挖m312.2014.90181.78石方開挖m39.8041.21403.86土石回填m313.3116.26216.42DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階700.94土方開挖m35.6014.9083.44石方開挖m32.4041.2198.90土石回填m36.9816.26113.49C20砼踏步m30.42387.29162.66C20砼路沿m30.60404.07242.44工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十二牙齒堡山坪塘39206.05（一）壩體32029.43土方開挖m3267.8914.903991.56石方開挖m342.3941.211746.89土石回填m329.3516.26477.23挖淤泥m3597.3615.509259.08砂石墊層m410.2092.78946.36C25鋼筋混凝土m315.30420.786437.93C20砼截流槽m38.50363.123086.52C25鋼筋砼欄桿m31.97523.791032.91C20砼路沿m32.13404.07858.65C20砼路面m34.08396.991619.72碎石墊層m34.0896.38393.23鋼筋制安t0.534135.382179.35（二）溢洪道3143.75土方開挖m312.0414.90179.40石方開挖m35.1641.21212.64土石回填m312.4016.26201.62C25鋼筋混凝土m34.66420.781960.83C20砼底板m31.60368.28589.25（二）放水設(shè)施3331.93土方開挖m311.5014.90171.35石方開挖m39.5041.21391.50土石回填m312.4316.26202.03DN1601.0MPaPE管m5.00112.72563.60C20砼包封m30.45365.64164.54C15砼墊層m30.13332.6641.58磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階700.94土方開挖m35.6014.9083.44石方開挖m32.4041.2198.90土石回填m36.9816.26113.49C20砼踏步m30.42387.29162.66C20砼路沿m30.60404.07242.44工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十三大土堡山坪塘46276.52（一）壩體35310.02土方開挖m3279.3814.904162.76石方開挖m324.3641.211003.88土石回填m333.2516.26540.65挖淤泥m3371.3615.505756.08砂石墊層m417.1092.781586.54C25鋼筋混凝土m325.65420.7810793.01C20砼截流槽m39.50363.123449.64C25鋼筋砼欄桿m32.20523.791154.43C20砼路沿m32.38404.07959.67C20砼路面m34.56396.991810.27碎石墊層m34.5696.38439.49鋼筋制安t0.884135.383653.61（二）溢洪道6009.78土方開挖m324.0814.90358.79石方開挖m310.3241.21425.29土石回填m324.8016.26403.25C25鋼筋混凝土m38.66420.783643.95C20砼底板m33.20368.281178.50（二）放水設(shè)施3905.31土方開挖m313.6014.90202.64石方開挖m310.4041.21428.58土石回填m315.0816.26245.20DN1601.0MPaPE管m8.00112.72901.76C20砼包封m30.72365.64263.26C15砼墊層m30.20332.6666.53磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1051.41土方開挖m38.4014.90125.16石方開挖m33.6041.21148.36土石回填m310.4716.26170.24C20砼踏步m30.63387.29243.99C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十四干田灣山坪塘43666.22（一）壩體35948.01土方開挖m3154.3314.902299.52石方開挖m335.6941.211470.78土石回填m322.3816.26363.90挖淤泥m3404.6915.506272.70砂石墊層m417.2592.781600.46C25鋼筋混凝土m325.88420.7810887.68C20砼截流槽m311.50363.124175.88C25鋼筋砼欄桿m32.49523.791306.33C20砼路沿m32.88404.071161.70C20砼路面m35.52396.992191.38碎石墊層m35.5296.38532.02鋼筋制安t0.894135.383685.66（二）溢洪道3143.75土方開挖m312.0414.90179.40石方開挖m35.1641.21212.64土石回填m312.4016.26201.62C25鋼筋混凝土m34.66420.781960.83C20砼底板m31.60368.28589.25（二）放水設(shè)施3523.05土方開挖m312.2014.90181.78石方開挖m39.8041.21403.86土石回填m313.3116.26216.42DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1051.41土方開挖m38.4014.90125.16石方開挖m33.6041.21148.36土石回填m310.4716.26170.24C20砼踏步m30.63387.29243.99C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十五新堰灣山坪塘40137.69（一）壩體30674.30土方開挖m3298.6714.904450.18石方開挖m338.6941.211594.41土石回填m316.6616.26270.89挖淤泥m3604.3615.509367.58砂石墊層m44.5692.78423.36C25鋼筋混凝土m312.11420.785095.44C20砼齒墻m315.60363.125664.67C25鋼筋砼欄桿m31.28523.79668.36C20砼路沿m31.63404.07656.61C20砼路面m33.12396.991238.61碎石墊層m33.1296.38300.71鋼筋制安t0.234135.38943.49（二）溢洪道4576.76土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m32.40368.28883.87（二）放水設(shè)施3905.31土方開挖m313.6014.90202.64石方開挖m310.4041.21428.58土石回填m315.0816.26245.20DN1601.0MPaPE管m8.00112.72901.76C20砼包封m30.72365.64263.26C15砼墊層m30.20332.6666.53磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階981.32土方開挖m37.8414.90116.82石方開挖m33.3641.21138.47土石回填m39.7716.26158.89C20砼踏步m30.59387.29227.73C20砼路沿m30.84404.07339.42工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十六活樹灣山坪塘50641.86（一）壩體39908.36土方開挖m3409.6814.906104.23石方開挖m334.6841.211429.16土石回填m341.6916.26677.88挖淤泥m3475.0315.507362.97砂石墊層m418.3892.781704.83C25鋼筋混凝土m327.56420.7811597.75C20砼截流槽m38.75363.123177.30C25鋼筋砼欄桿m31.86523.79972.15C20砼路沿m32.19404.07883.90C20砼路面m34.20396.991667.36碎石墊層m34.2096.38404.80鋼筋制安t0.954135.383926.03（二）溢洪道5293.27土方開挖m321.0714.90313.94石方開挖m39.0341.21372.13土石回填m321.7016.26352.84C25鋼筋混凝土m37.66420.783223.17C20砼底板m32.80368.281031.18（二）放水設(shè)施3940.21土方開挖m314.7214.90219.33石方開挖m310.4041.21428.58土石回填m316.2016.26263.41DN1601.0MPaPE管m8.00112.72901.76C20砼包封m30.72365.64263.26C15砼墊層m30.20332.6666.53磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1500.02土方開挖m314.7014.90219.03石方開挖m36.3041.21259.62土石回填m319.2216.26312.44C20砼踏步m30.74387.29284.66C20砼路沿m31.05404.07424.27工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十七槽堰山坪塘49588.18（一）壩體40488.38土方開挖m3246.3314.903670.32石方開挖m346.3741.211911.07土石回填m332.3616.26526.17挖淤泥m3469.3115.507274.31砂石墊層m417.2592.781600.46C25鋼筋混凝土m325.88420.7810887.68C20砼截流槽m311.50363.124175.88C25鋼筋砼欄桿m32.67523.791397.47C20砼路沿m32.88404.071161.70C20砼路面m35.52396.992191.38碎石墊層m35.5296.38532.02鋼筋制安t1.254135.385159.92（二）溢洪道4576.76土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m32.40368.28883.87（二）放水設(shè)施3549.23土方開挖m313.0414.90194.30石方開挖m39.8041.21403.86土石回填m314.1516.26230.08DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階973.81土方開挖m38.7514.90130.38石方開挖m33.7541.21154.54土石回填m311.2316.26182.52C20砼踏步m30.53387.29203.33C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十八高坡山坪塘49252.46（一）壩體40869.17土方開挖m3154.3414.902299.67石方開挖m347.3041.211949.23土石回填m325.6516.26417.07挖淤泥m3168.6915.502614.70砂石墊層m421.3892.781983.17C25鋼筋混凝土m332.06420.7813491.26C20砼截流槽m314.25363.125174.46C25鋼筋砼欄桿m33.31523.791731.65C20砼路沿m33.56404.071439.50C20砼路面m36.84396.992715.41碎石墊層m36.8496.38659.24鋼筋制安t1.554135.386393.81（二）溢洪道3860.25土方開挖m315.0514.90224.25石方開挖m36.4541.21265.80土石回填m315.5016.26252.03C25鋼筋混凝土m35.66420.782381.61C20砼底板m32.00368.28736.56（二）放水設(shè)施3549.23土方開挖m313.0414.90194.30石方開挖m39.8041.21403.86土石回填m314.1516.26230.08DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階973.81土方開挖m38.7514.90130.38石方開挖m33.7541.21154.54土石回填m311.2316.26182.52C20砼踏步m30.53387.29203.33C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注十九金家灣山坪塘58352.63（一）壩體46376.40土方開挖m399.8914.901488.36石方開挖m321.3841.21881.07土石回填m324.7516.26402.44砂石墊層m422.2892.782066.67C25鋼筋混凝土m330.07420.7812653.38C20砼齒墻m339.60363.1214379.55C25鋼筋砼欄桿m35.16523.792703.80C20砼路沿m36.19404.072500.18C20砼路面m311.88396.994716.24碎石墊層m34.5696.38439.49鋼筋制安t1.004135.384145.20（二）溢洪道6726.29土方開挖m327.0914.90403.64石方開挖m311.6141.21478.45土石回填m327.9016.26453.65C25鋼筋混凝土m39.66420.784064.73C20砼底板m33.60368.281325.81（二）放水設(shè)施4287.56土方開挖m315.0014.90223.50石方開挖m311.0041.21453.31土石回填m316.8516.26273.98DN1601.0MPaPE管m10.00112.721127.20C20砼包封m30.90365.64329.08C15砼墊層m30.25332.6683.17磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階962.38土方開挖m37.0014.90104.30石方開挖m34.5041.21185.45土石回填m310.2316.26166.26C20砼踏步m30.53387.29203.33C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注二十馬槽堰山坪塘39425.04（一）壩體30130.48土方開挖m3236.6914.903526.68石方開挖m317.6841.21728.59土石回填m321.3616.26347.31挖淤泥m3432.3615.506701.58砂石墊層m413.5092.781252.53C25鋼筋混凝土m320.25420.788520.80C20砼截流槽m37.50363.122723.40C25鋼筋砼欄桿m31.74523.79911.39C20砼路沿m31.88404.07757.63C20砼路面m33.60396.991429.16碎石墊層m33.6096.38346.97鋼筋制安t0.704135.382884.43（二）溢洪道4576.76土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m32.40368.28883.87（二）放水設(shè)施3549.23土方開挖m313.0414.90194.30石方開挖m39.8041.21403.86土石回填m314.1516.26230.08DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1168.57土方開挖m310.5014.90156.45石方開挖m34.5041.21185.45土石回填m313.4716.26219.02C20砼踏步m30.63387.29243.99C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注二十一大堰灣山坪塘59248.48（一）壩體47738.94土方開挖m3103.2014.901537.68石方開挖m325.8041.211063.22土石回填m321.5016.26349.59砂石墊層m419.3592.781795.29C25鋼筋混凝土m326.12420.7810991.83C20砼齒墻m351.60363.1218736.99C25鋼筋砼欄桿m34.58523.792400.01C20砼路沿m35.38404.072171.88C20砼路面m310.32396.994096.94碎石墊層m310.3296.38994.64鋼筋制安t0.874135.383600.88（二）溢洪道6009.78土方開挖m324.0814.90358.79石方開挖m310.3241.21425.29土石回填m324.8016.26403.25C25鋼筋混凝土m38.66420.783643.95C20砼底板m33.20368.281178.50（二）放水設(shè)施4331.19土方開挖m316.4014.90244.36石方開挖m311.0041.21453.31土石回填m318.2516.26296.75DN1601.0MPaPE管m10.00112.721127.20C20砼包封m30.90365.64329.08C15砼墊層m30.25332.6683.17磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1168.57土方開挖m310.5014.90156.45石方開挖m34.5041.21185.45土石回填m313.4716.26219.02C20砼踏步m30.63387.29243.99C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注二十二鄭家坡山坪塘45425.14（一）壩體36847.09土方開挖m3368.3014.905487.67石方開挖m343.6941.211800.46土石回填m319.6816.26320.00挖淤泥m3347.8915.505392.30砂石墊層m417.1092.781586.54C25鋼筋混凝土m325.65420.7810793.01C20砼截流槽m39.50363.123449.64C25鋼筋砼欄桿m32.20523.791154.43C20砼路沿m32.38404.07959.67C20砼路面m34.56396.991810.27碎石墊層m34.5696.38439.49鋼筋制安t0.884135.383653.61（二）溢洪道3860.25土方開挖m315.0514.90224.25石方開挖m36.4541.21265.80土石回填m315.5016.26252.03C25鋼筋混凝土m35.66420.782381.61C20砼底板m32.00368.28736.56（二）放水設(shè)施3549.23土方開挖m313.0414.90194.30石方開挖m39.8041.21403.86土石回填m314.1516.26230.08DN1601.0MPaPE管m6.00112.72676.32C20砼包封m30.54365.64197.45C15砼墊層m30.15332.6649.90磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1168.57土方開挖m310.5014.90156.45石方開挖m34.5041.21185.45土石回填m313.4716.26219.02C20砼踏步m30.63387.29243.99C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注二十三李家灣山坪塘50514.84（一）壩體40829.30土方開挖m394.3514.901405.82石方開挖m333.3641.211374.77土石回填m324.3616.26396.09砂石墊層m427.0092.782505.06C25鋼筋混凝土m340.50420.7817041.59C20砼截流槽m315.00363.125446.80C25鋼筋砼欄桿m33.48523.791822.79C20砼路沿m33.75404.071515.26C20砼路面m37.20396.992858.33碎石墊層m37.2096.38693.94鋼筋制安t1.404135.385768.86（二）溢洪道4576.76土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m32.40368.28883.87（二）放水設(shè)施3940.21土方開挖m314.7214.90219.33石方開挖m310.4041.21428.58土石回填m316.2016.26263.41DN1601.0MPaPE管m8.00112.72901.76C20砼包封m30.72365.64263.26C15砼墊層m30.20332.6666.53磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1168.57土方開挖m310.5014.90156.45石方開挖m34.5041.21185.45土石回填m313.4716.26219.02C20砼踏步m30.63387.29243.99C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注二十四樓房灣山坪塘50495.50（一）壩體41004.72土方開挖m367.3614.901003.66石方開挖m318.3841.21757.44土石回填m314.3816.26233.82挖淤泥m3163.6715.502536.89砂石墊層m424.7592.782296.31C25鋼筋混凝土m337.13420.7815621.46C20砼截流槽m316.50363.125991.48C25鋼筋砼欄桿m33.25523.791701.27C20砼路沿m34.13404.071666.79C20砼路面m37.92396.993144.16碎石墊層m37.9296.38763.33鋼筋制安t1.284135.385288.12（二）溢洪道4576.76土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m32.40368.28883.87（二）放水設(shè)施3940.21土方開挖m314.7214.90219.33石方開挖m310.4041.21428.58土石回填m316.2016.26263.41DN1601.0MPaPE管m8.00112.72901.76C20砼包封m30.72365.64263.26C15砼墊層m30.20332.6666.53磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階973.81土方開挖m38.7514.90130.38石方開挖m33.7541.21154.54土石回填m311.2316.26182.52C20砼踏步m30.53387.29203.33C20砼路沿m30.75404.07303.05工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注二十五廟灣坡山坪塘50339.25（一）壩體39220.70土方開挖m366.3814.90989.06石方開挖m314.3941.21593.01土石回填m316.6716.26271.05挖淤泥m3325.6915.505048.20砂石墊層m423.8592.782212.80C25鋼筋混凝土m335.78420.7815053.40C20砼截流槽m313.25363.124811.34C25鋼筋砼欄桿m32.90523.791518.99C20砼路沿m33.31404.071338.48C20砼路面m36.36396.992524.86碎石墊層m36.3696.38612.98鋼筋制安t1.034135.384246.52（二）溢洪道6009.78土方開挖m324.0814.90358.79石方開挖m310.3241.21425.29土石回填m324.8016.26403.25C25鋼筋混凝土m38.66420.783643.95C20砼底板m33.20368.281178.50（二）放水設(shè)施3940.21土方開挖m314.7214.90219.33石方開挖m310.4041.21428.58土石回填m316.2016.26263.41DN1601.0MPaPE管m8.00112.72901.76C20砼包封m30.72365.64263.26C15砼墊層m30.20332.6666.53磚砌閘閥井座2.00600.001200.00DN150閘閥（含安裝）個1.00597.33597.33（四）親水臺階1168.57土方開挖m310.5014.90156.45石方開挖m34.5041.21185.45土石回填m313.4716.26219.02C20砼踏步m30.63387.29243.99C20砼路沿m30.90404.07363.66工程概算清單項目編號名稱單位數(shù)量單價（元）合價（元）備注二十六四坪坡山坪塘53508.32（一）壩體44213.75土方開挖m384.3514.901256.82石方開挖m321.3641.21880.25土石回填m316.8716.26274.31砂石墊層m430.1592.782797.32C25鋼筋混凝土m345.23420.7819029.78C20砼截流槽m316.75363.126082.26C25鋼筋砼欄桿m33.42523.791792.41C20砼路沿m34.19404.071692.04C20砼路面m38.04396.993191.80碎石墊層m38.0496.38774.90鋼筋制安t1.564135.386441.89（二）溢洪道4576.76土方開挖m318.0614.90269.09石方開挖m37.7441.21318.97土石回填m318.6016.26302.44C25鋼筋混凝土m36.66420.782802.39C20砼底板m32.40368.28883.87（二）放水設(shè)施3549.23土方開挖m313.0414.90194.30石方開挖m39.8041.21403.86土石回填m314.1