土地工程施工設計報告

土地整理工程施工設計報告 42.1施工設計調整原因 42.2施工設計工程調整內容及說明 4 63.2項目基本情況 73.2.1位置與范圍 3.2.2項目區(qū)自然條件 3.2.3社會經濟條件 93.2.4科技發(fā)展水平 3.2.5土地利用現(xiàn)狀 3.2.6基礎設施條件 3.2.7新增耕地來源分析 3.2.8水土資源分析 3.3項目建設內容說明 23 4.1法律法規(guī) 244.2規(guī)范性文件 254.3技術標準、規(guī)程 254.4技術文件 26 5.1土地平整工程 265.1.1土地平整分區(qū) 275.1.2土方計算 345.1.3田間土方調配 425.2灌排工程 435.2.1灌溉工程設計 435.2.2建筑物工程設計 495.3田間道路工程 605.4其他工程 72 6.1編制依據 726.2費用計算標準 736.2.1工程施工費 6.2.2設備購置費 6.2.3其他費用 6.2.4不可預見費 6.3投資結構 756.4分年度投資 76 7.1施工條件 787.1.1自然條件 7.1.2交通條件 7.1.3資源條件 7.2施工布置與方法 787.2.1施工總布置 7.2.2主要工程施工方法 807.3質量管理 7.4施工進度 90 8.1土地權屬調整方案 928.1.1項目區(qū)土地權屬現(xiàn)狀 928.1.2土地權屬調整方案 928.1.3權屬調整方案編制說明 938.2工程管護 938.2.1管護機構 938.2.2維護管理 938.2.3管護措施 948.2.4經費籌措 94 9.1組織領導機構設置 959.2工程建設管理 959.2.1管理制度 959.2.2實施控制措施 969.3項目資金使用管理 979.3.1項目資金管理 979.3.2實行資金撥付逐級審批制 971項目特性表編號項目單位數(shù)量編號項目單位數(shù)量一工程位置XX縣XX鎮(zhèn)2分水口處1涉及行政村XX村、XX村、XX村、XX村3人行橋座254整治山平塘座262土地權屬集體5新建蓄水池口49二整理區(qū)總面積畝18793.65（三）田間道路工程1整理規(guī)模畝14944.651C30砼田間道m(xù)187402原耕地面積畝11602.82涵管m3813規(guī)劃后耕地面積畝13144.23新建錯車道處474新增耕地面積畝1541.44新建倒車轉臺處35新增耕地率%5擋土墻m803三地貌類型丘陵6限寬墩處四灌溉保證率%75（三）其他工程1灌溉模式地面灌溉1公示牌個12排澇標準10a1d暴雨，1d排出六項目投資五工程數(shù)量項目總投資萬元2026.35（一）土地平整工程1工程施工費萬元1817.761坡改梯畝849.89土地平整工程萬元539.022坡改梯配套排水溝m5278農田水利工程萬元434.233坡改梯配套生產路m5790田間道路工程萬元842.444旱地整理畝5103.9其他工程萬元2.075格田整理畝2708.012設備購置費萬元-6其中囤水田m10897.003其他費用萬元204.157水田整理畝2439.24前期工作費萬元87.258荒草地整理畝45.9工程監(jiān)理費萬元22.729荒草地配套排水溝m252竣工驗收費萬元54.53荒草地配套生產路m269業(yè)主管理費萬元39.65（二）農田水利工程4不可預見費萬元40.441整治渠道m(xù)4964七項目施工期月6初步設計施工設計增減造價（萬元）增減占總工程施工費比例(%)項目單位工程量工程施工費用（萬元）工程名稱單位工程量單價（元）工程施工費用（萬元）一、建設規(guī)模畝14944.651817.76一、建設規(guī)模畝14944.651817.760.000.00%二、新增耕地畝1541.40二、新增耕地畝1541.40三、土地平整工程611.18三、土地平整工程539.02-72.16-3.97%坡改梯畝849.89145.18坡改梯畝849.892060.29175.1029.92格田整理畝2544.19419.17格田整理畝2708.01797.41215.94-203.23其中囤水田m593.0021.51其中囤水田m10897.00162.94177.27旱地整理畝5103.9022.18旱地整理畝5103.9049.2725.152.97水田整理畝2603.06水田整理畝2439.2449.86荒草地整理畝45.90荒草地整理畝45.902334.01-2.83坡改梯配套生產路m--坡改梯配套生產路m5790.0067.8339.2839.28坡改梯配套渠m--坡改梯配套渠m5278.00106.4356.1756.17荒草地配套生產路m--荒草地配套生產路m269.0067.87荒草地配套渠m--荒草地配套渠m525.00106.432.682.68四、農田水利工程336.23四、農田水利工程434.2398.005.39%整治渠道m(xù)3704.1066.38整治渠道m(xù)4964200.2199.3833.00人行便橋座8人行便橋座220.870.270.15分水口處0.34分水口處548.270.03-0.31整治山平塘座28整治山平塘座2690889.95236.3187.17新建蓄水池（100m3）口52120.25新建蓄水池（100m3）口4920049.5298.24-22.01五、田間道路工程870.35五、田間道路工程842.44-27.91-1.53%整治C30砼田間道m(xù)16869.60653.71整治C30砼田間道m(xù)18740.00361.98678.3524.64整治泥結石路m7037144.73整治泥結石路m----144.73C30砼田間道錯車道個5431.16C30砼田間道錯車道個475649.9826.56-4.60碎石田間道錯車道個5.01碎石田間道錯車道個----5.01彎道加寬m--彎道加寬m1527.00128.08限寬墩處--限寬墩處922.79倒車轉臺處--倒車轉臺處38945.922.682.68擋土墻m--擋土墻m803.00985.18生產路m2652.10生產路m3578.0060.0221.478.33涵管m44822.60涵管m381344.78-9.46六、其他工程0.00六、其他工程2.072.070.11%公示牌個--公示牌個120706.292.072.07--1817.76---1817.76備注：1、項目初步設計總預算2062.35萬元，其中工程施工費1817.76萬元；2、項目施工設計總預算2062.35萬元，其中工程施工費1817.76萬元。2施工設計與初步設計對比有所變化，道路寬度根據路基實際情況有所設計時有調整改變，導致初步規(guī)劃的部分項（2）按照國家、省、市、縣國土等相關部門的規(guī)范、規(guī)定等，初步設計方案及細部根據現(xiàn)場踏勘的情況，初步設計荒草地開發(fā)區(qū)域面積45.90畝與現(xiàn)場實際一致，且地主要變化：初步設計土地整理工程工程施工費611.18萬元，施工設計工程施工費為539.02萬元；工程施工費投資減少72.16萬初步設計整治渠道3704.10m，投資66.38萬元，施工設計整治渠道4964.00m，投資100.73萬元，渠道長度增加了1256.90m，其次初設中部分渠道設計斷面尺寸過小，本次工設計整治山平塘26座，因為施工設計中采取重力壩，且增加山平塘欄桿，因此與初設道18740.00m，施工設計投資678.71萬元，長度比初設增加了1870.40m，施工設3施工設計綜合說明受XX縣國土資源局委托，XX三人行投資咨詢有限公司負責該項目的初步設計及預算編制工作。項目前期的初步設計工作及預算編制已經于2010年8月完成。項目申報類本次施工設計及預算編制單位經過比選確定由中國水利水電第五工程局有限公司負以饅頭丘狀方山地形為主，海拔350.00-450.00米。項目區(qū)所在的XX鎮(zhèn)位于XX縣城東南部62km，東與XX相連，西靠XX鎮(zhèn)，南與XX鄉(xiāng)接壤，西與XX鎮(zhèn)，XX鄉(xiāng)相連，北靠XX縣、H-48-68-（59），H-48-80-（3），H-48-80-（4），H-48-80-（11），H-48-80-（12）。項次整理的地類為全部耕地、其他農用地、荒草地，整理規(guī)模14944.65畝，預計新增耕地XX縣位于華夏系XX沉降地帶之川中褶帶內。XX盆地川中臺拱之次級構造單元，受后者受威遠輻射狀構造所制約。而XX縣處于XX寺環(huán)狀構造和威遠輻射構造之間的三級構第四系全新統(tǒng)地層，侏羅系XX鎮(zhèn)組地層，侏羅系遂寧組地層，侏羅系XX廟組XX縣地形的主要特點是西南高、東北低，中部從西北向東南凸起尤如屋脊自然形成沱、涪兩江分水嶺，海拔在247-542m。在地質內綜上所述，項目區(qū)灌溉水源豐富，灌溉水源有保障，但是現(xiàn)有水利設施不配套，維護差，利用率不高，因此需要對現(xiàn)有水利設施進XX縣屬亞熱帶季風氣候區(qū)，但由于地處盆地中部伏旱秋澇的交錯地帶，因此形成大陸性季風氣候?？偟奶攸c是：熱量豐富，冬暖春早，在與我市雁江區(qū)接壤的華嚴鄉(xiāng)有一小部份侏羅系XX廟組灰棕紫色砂巖母質。單就地帶性土壤而言，應該屬黃壤地帶，但受東南季風影響較的進程和向黃化、酸化過度，加之受地形，地化，形成了以紫色土為主的水稻土、紫色土XX縣位于華夏系XX沉降地帶之川中褶帶內。XX盆地川中臺拱之次級構造單元，老秩序有：第四系全新統(tǒng)地層，侏羅系XX鎮(zhèn)組地層，侏羅系遂寧組地層，侏羅系XX廟2009年XX鎮(zhèn)實現(xiàn)國民生產總值11809萬元，人均純收入達到3609元，同比增長其中參與本次整理的地類為耕地（扣除坡度用地（扣除坡度大于25度耕地區(qū)域的田坎面積37.79畝）及部分荒草地，整理規(guī)模為土地利用變更日期：1996年單位：畝積積積積積1地0000000000地00033200000000000000000003地00000土地利用變更日期：1996年單位：畝XX村XX村編號編號1農用地地23地備注：項目區(qū)所圍面積18793.65畝，其中參與本次整理的地類為耕地、其他農用地及部分荒草地，建設規(guī)模14944.65畝。規(guī)劃退耕還林面積為539.55畝。投入普遍不足，保肥保水性差。根據土地利用現(xiàn)里多，寬6.0米，路面為水泥）；項目區(qū)內有XX水庫與網布于項目區(qū)的XX河及其支流一起成為項目區(qū)工農業(yè)用水的主要來源。足項目區(qū)的灌溉要求，只是部分山平塘存在單位：畝稱13地加。根據所確定的項目區(qū)參與土地整理的規(guī)模b）荒草地開發(fā)綜上，項目區(qū)通過荒草地整理及田土坎歸并可新增耕單位：畝1地地3地工程名稱工程量單位工程占地面積備注新建坡改梯配套生產路5790.00m0.80m2/m6.95新建坡改梯配套排水溝5278.00m1.00m2/m7.91新建荒草地配套生產路269.00m0.80m2/m0.32新建荒草地配套排水溝252.00m1.00m2/m0.38新建蓄水池49座85.00m2/座6.2521.81單位：畝編號地類名稱稱稱況況1農用地田地路面2建設用地用地地地面3未利用地地面大氣降水：項目區(qū)多年平均降雨量998.00mm，因為降雨分配不均，一部分形成地表地表水：項目區(qū)境內XX水庫、山平塘、蓄水池等蓄水設施每年為項目區(qū)提供灌溉水富，以水稻為主地區(qū)的灌溉保證率范圍為75～85%，以旱作為主的區(qū)域灌溉保證率為70~80%，綜合以上兩種情況，在充分考慮灌區(qū)水土資源、種植灌水方法分區(qū)作物種類灌溉設計保證率（%）地面灌溉季節(jié)性干旱較嚴重地區(qū)以水稻為主70～80以旱作為主65～75水資源較豐富地區(qū)以水稻為主75～85以旱作為主70～80水資源豐富地區(qū)以水稻為主80～95以旱作為主75～85低壓管道灌溉季節(jié)性干旱以水稻為主80～90較嚴重地區(qū)以旱作為主75～85水資源較豐富地區(qū)以水稻為主85～95以旱作為主80～90噴灌、微灌各類地區(qū)85～95雨水集蓄利用灌溉季節(jié)性干旱較嚴重地區(qū)旱作60～70注：作物經濟價值較高的種植地區(qū)，宜選表中較大值；作物經濟價值不高的種植地區(qū)，可選表中較小值。為10天左右。小麥及油菜生長期一般都在當年10月至翌年4月期凈灌溉定額220～250m3/畝，小麥凈灌溉定額為40～60m3/畝，油菜凈灌溉定額在55~定額在150～200m3/畝，柑橘凈灌溉定額在75～90m3/畝。據項目區(qū)土質情況，水稻凈灌溉定額為235m3/畝，小麥的凈灌溉定額為50m3/畝，油菜凈灌溉定額為65m3/畝，玉米凈灌溉定額為65m3/畝，紅薯凈灌溉定額為55m3/畝，蔬菜薯凈灌溉定額為175m3/畝，果園單位：m3/畝行業(yè)名稱產品名稱定額值備注谷物及其他作物水稻泡田100～120盆西平原區(qū)90～120盆地丘陵區(qū)80～100盆周山地區(qū)110～130川西南山地區(qū)水稻本田280～340盆西平原區(qū)220～250盆地丘陵區(qū)190～240盆周山地區(qū)360～450川西南山地區(qū)55～75紅苕50～65小麥40～60棉花60～8055～75花生55～70煙草85～105蔬菜蔬菜150～200水果、茶茶葉85～110蘋果50～65梨55～70柑橘75～90葡萄60～75西瓜50～70甘蔗90～110牧草60～80項目區(qū)旱地和水田的復種指數(shù)均為200%，經整理后耕地為12642.44畝（水田面積分類面積(畝)作物組成復種指數(shù)水稻小麥油菜玉米紅薯蔬菜水果水田45.05100.00%30.00%35.00%0.00%20.00%15.00%200%45.0513.51515.767509.016.7575望天田5819.3590.00%35.00%30.00%0.00%25.00%20.00%200%5237.422036.771745.810.001454.841163.87旱地6778.040.00%45.00%25.00%60.00%60.00%10.00%200%0.001694.514066.824066.82677.8023.70100.00%23.705282.475100.413456.084066.825530.671848.4323.70-內容名稱單位水稻小麥油菜玉米紅薯蔬菜檸檬種植面積畝5282.475100.413456.084066.825530.671848.4323.7025308.58凈灌溉定額m3/畝23550656555-凈需水量萬m325.5022.4626.4330.4232.350.19261.49式中：灌溉水利用系數(shù)η=ηs×ηfηf—田間水利用系數(shù)術和節(jié)水措施、渠系水利用系數(shù)會有所提高，M=W×AA─灌區(qū)灌溉面積，畝項目區(qū)旱地和水田的復種指數(shù)均為200%，經整理后耕地為12642.44畝（水田面積內容名稱單位水稻小麥油菜玉米紅薯蔬菜檸檬種植面積畝5282.475100.413456.084066.825530.671848.4323.7025308.58毛灌溉m3/畝2946369219-毛需水量萬m3155.3032.1327.9932.9438.1640.480.24327.25目前項目區(qū)內農業(yè)生產用水以XX水庫、XX河、山平塘供應為主，全年供水量估算大氣降水：項目區(qū)多年平均降雨量998.00mm，因為降雨分配不均，一部分形成地表項目通過現(xiàn)有的提灌站和渠道水利工程從XX河取水，XX河每年可向項目區(qū)提供供水量為321.16萬m3，現(xiàn)狀農田水利設施條件下可供水量略低于灌溉需水要求，制約著4施工設計依據4.4技術文件5施工設計說明修筑塊石埂、人工修筑土埂，局部田塊歸并為壤改良相結合。土地平整應盡量依據自然地形按照《XX省坡改梯工程建設技術規(guī)程》和《XX省中部丘陵地區(qū)改造中低產田項目技a．清理土層表面，然后進行田塊基層平整。平整的原則是挖、填方平衡；平整的方按照《XX省坡改梯工程建設技術規(guī)程》和《XX省中部丘陵地區(qū)改造中低產田項目技a.挖填方，即坡改梯前將原坡耕地的高低不平處本次規(guī)劃考慮對同一田面或相鄰臺面高差不大于30cm的水田田塊進行歸并，減囤水田田埂，防滲墻為24cm厚M7.5漿砌標磚埂墻H0－堰頂總水頭。當堰較高時，行近流速水頭可以忽略不b－每孔凈寬編號長度放水高（m）集雨面（km2）長度L設計流（m3/s）權屬囤水田01#9010.90.060.34XX村囤水田02#6810.90.050.260.42囤水田03#5610.80.90.040.16囤水田04#90110.90.050.180.09囤水田05#6410.80.90.030.160.96囤水田06#10.80.90.070.250.18囤水田07#10.80.90.050.070.210.93囤水田08#9210.80.90.060.060.33囤水田09#10.80.90.070.09囤水田10#10.90.090.290.1囤水田11#10.80.90.050.220.06囤水田12#10.80.90.080.330.15囤水田13#110.90.090.160.06囤水田14#7810.80.90.080.330.15囤水田15#7010.80.90.090.160.060.94囤水田16#7510.80.90.090.170.068囤水田17#7910.80.90.080.0750.89囤水田18#110.90.060.22囤水田19#9010.80.90.040.240.095囤水田20#98110.90.090.180.082囤水田21#7210.80.90.050.150.0730.97囤水田22#110.90.80.16囤水田23#10.80.90.080.20.13囤水田24#6810.80.90.080.150.068囤水田25#76110.90.70.240.22囤水田26#10.80.90.10.240.22囤水田27#6810.80.90.290.180.91囤水田28#10.90.290.18囤水田29#10.80.90.040.240.095囤水田30#6910.80.90.090.170.068囤水田31#10.80.90.050.290.180.91囤水田32#10.80.90.070.170.095囤水田33#10.80.90.80.170.095囤水田34#71110.90.50.20.13囤水田35#4810.80.90.170.068囤水田36#10.80.90.160.190.046囤水田37#6410.80.90.10.240.22囤水田38#7310.80.90.290.180.91囤水田39#5310.80.90.080.170.095囤水田40#71110.90.050.310.13囤水田41#7810.80.90.060.170.0950.96囤水田42#110.90.040.210.068囤水田43#7610.80.90.030.250.0460.99囤水田44#6410.80.90.050.570.180.91小計3835-------囤水田45#7210.80.90.060.260.095XX村囤水田46#9410.80.90.090.30.13囤水田47#110.90.080.350.068囤水田48#10.80.90.080.240.046囤水田49#6810.80.90.060.170.0950.96囤水田50#5510.60.90.060.350.220.65囤水田51#7710.80.90.070.260.180.97囤水田52#4810.80.90.080.330.15囤水田53#6910.80.90.090.160.060.94囤水田54#75110.90.090.270.095囤水田55#7510.80.90.050.180.13囤水田56#7110.80.90.080.170.068囤水田57#71110.90.060.190.046囤水田58#7810.90.050.240.22囤水田59#10.80.90.070.190.046囤水田60#6510.80.90.050.290.180.91囤水田61#10.80.90.040.240.095囤水田62#6910.80.90.090.170.068囤水田63#5710.80.90.050.290.180.91囤水田64#3910.80.90.070.170.095囤水田65#9510.80.90.060.20.13囤水田66#7110.80.90.070.170.068囤水田67#10.80.90.050.180.13囤水田68#6710.80.90.060.210.046囤水田69#6810.60.90.040.350.220.71囤水田70#6510.80.90.050.290.180.91囤水田71#6110.80.90.080.230.13囤水田72#6510.80.90.090.170.068囤水田73#6710.80.90.060.170.0950.96囤水田74#10.80.90.040.350.130.94囤水田75#4510.80.90.050.340.068囤水田76#10.80.90.160.190.046囤水田77#6410.80.90.10.240.22囤水田78#7310.80.90.290.180.91囤水田79#6510.60.90.060.170.0950.69囤水田80#6110.90.050.19囤水田81#5810.80.90.060.240.22囤水田82#7610.80.90.090.170.068囤水田83#6510.80.90.060.170.0950.96囤水田84#6110.80.90.040.350.180.91囤水田85#7210.80.90.060.240.22囤水田86#10.90.170.15囤水田87#9110.80.90.080.230.13囤水田88#6810.80.90.090.170.068囤水田89#110.90.070.610.046囤水田90#10.80.90.170.068囤水田91#7110.80.90.060.240.22囤水田92#6010.80.90.090.170.068囤水田93#7010.80.90.070.290.180.91囤水田94#10.80.90.060.170.095囤水田95#76110.90.050.340.068囤水田96#10.80.90.050.310.13囤水田97#5610.80.90.050.190.046囤水田98#6910.80.90.040.350.22囤水田99#7010.80.90.10.240.22囤水田100#9110.80.90.290.180.91囤水田101#10.60.90.060.290.180.91囤水田102#9610.60.90.060.170.0950.69囤水田103#110.90.050.250.13囤水田104#10.80.90.060.170.068囤水田105#4510.80.90.050.290.180.91囤水田106#7310.80.90.080.230.13囤水田107#7210.90.050.19囤水田108#9810.80.90.060.240.22囤水田109#6610.80.90.060.170.0950.96囤水田110#6510.80.90.050.190.046囤水田111#6510.80.90.040.150.22囤水田112#9810.80.90.040.290.180.91小計5275-------囤水田113#10.90.040.350.13XX村囤水田114#5310.80.90.060.240.22囤水田115#4710.80.90.090.170.068囤水田116#4410.80.90.060.170.0950.96囤水田117#4210.80.90.080.20.13囤水田118#7810.80.90.080.150.068囤水田119#10.80.90.070.190.046囤水田120#6410.80.90.050.290.180.91囤水田121#10.80.90.040.240.095囤水田122#4310.80.90.090.170.068囤水田123#5410.80.90.050.290.180.91囤水田124#58110.90.060.170.095囤水田125#3210.90.040.350.13囤水田126#42110.90.050.340.068囤水田127#4610.80.90.050.190.046囤水田128#10.80.90.060.240.22囤水田129#4010.80.90.040.350.180.91囤水田130#6710.80.90.090.170.068囤水田131#10.80.90.060.170.0950.96囤水田132#4010.80.90.080.240.046囤水田133#93110.90.060.350.22囤水田134#7010.80.90.070.260.180.91囤水田135#5910.80.90.170.068囤水田136#4610.80.90.160.190.046囤水田137#10.80.90.10.240.22囤水田138#10.80.90.290.180.91小計-------囤水田139#5210.80.90.040.350.22XX村小計52-------10879--------土，僅對土埂進行動土。對于松散破落的土B1dB1dhH hH BmBn/2BBmBn/2BBn/2BnB=BmBn=H(ctgθctgα)d程如下：在坡改梯和荒草地整理區(qū)范圍內；根據若干相互平行的橫斷面，劃分原則為垂直等高線50m；求出該田塊內的平均平整高程，根據平均平整高程及田塊自然坡降定出平整后的地設計地面的輪廓線后，利用軟件計算面積的功能求出挖兩斷面的間距，計算兩相鄰橫斷面間的土方量；權屬面積埂長（m）挖方填方筑埂土?。╩3）石?。╩3）土埂石埂XX村小計22.655082200.621980.55285.66XX村小計23.258234902092.461883.22222.21191.1045.909984293.083863.77507.87389.22權屬編號面積配套生產路長土方開挖(m3)土方回填(m3)C25砼路面(m3)鋼筋(kg)M7.5漿砌標磚(m3)M10砂漿抹面(m2)原土夯實(m2)XX村小計22.65147.0035.28360.2831.75161.70XX村小計2#23.25122.0029.28299.0126.35134.2045.90269.0064.5625.8223.67659.292.4758.10295.90權屬編號配套渠長度（m）土方開挖(m3)土方回填(m3)M7.5漿砌條石(m3)C20砼底板(m3)XX村小計22.65145.0040×4073.9524.6543.505.80XX村小計2#23.25107.0040×4054.5732.104.2845.90252.00128.5242.8475.60權屬編號面積挖方填方筑埂土埂（m3）干砌條石（m3）XX村坡改梯01#114.7011226.228980.971065.42491.49坡改梯02#36.213052.102441.68613.35213.75坡改梯03#28.852808.242246.59264.54161.73坡改梯04#27.822599.502079.60655.92199.62坡改梯05#37.063214.342571.47661.59616.23XX村坡改梯06#36.612947.002357.60629.43367.92坡改梯07#130.1613137.7110510.17993.21坡改梯08#28.412504.582003.66426.75279.54坡改梯09#51.484688.323750.65541.35362.88XX村坡改梯10#1636.151308.92313.71202.05坡改梯11#1088.35870.6874.7389.10坡改梯12#70.586311.655049.321246.83491.49坡改梯13#104.419373.387498.711007.52357.30XX村坡改梯14#153.8512602.492115.751245.87849.8880340.6664272.5311423.016072.18權屬面積配套生產路長土方開挖(m3)土方回填(m3)C25砼路面(m3)鋼筋(kg)M7.5漿砌標磚(m3)M10砂漿抹面(m2)原土夯實(m2)XX村01#114.70312.00124.80114.403186.14280.801430.0002#36.2138091.2036.4833.44931.333.5082.08418.0003#28.8530072.0028.8026.40735.262.7664.80330.0004#27.8235084.0033.6030.80857.813.2275.60385.0005#37.06460110.4044.1640.481127.404.2399.36506.00小計244.642790669.60535.68245.526837.9625.67602.643069.00XX村06#36.6120048.00490.1843.20220.0007#130.16480115.2046.0842.241176.424.42103.68528.0008#28.4136.00367.6332.40165.0009#51.4830072.0028.8026.40735.262.7664.80330.00小計246.66271.20216.9699.442769.49244.081243.00XX村10#43.20441.1638.88198.0011#36.00367.6332.40165.0012#70.58550132.0052.8048.401347.985.06118.80605.0013#104.41440105.6042.2438.721078.394.0595.04484.00小計204.74316.80253.44116.163235.16285.121452.00XX村14#153.85550132.0052.8048.401347.985.06118.80605.00小計153.85550132.00105.6048.401347.985.06118.80605.00849.8957901389.601111.68509.5214190.6053.271250.646369.00權屬面積配套渠長度（m）土方開挖(m3)土方回填(m3)M7.5漿砌條石(m3)C20砼底板(m3)XX村坡改梯01#86840×40442.68147.56260.434.7坡改梯02#36.2131040×4052.793.0坡改梯03#28.8530040×405190.0坡改梯04#27.8235040×4059.5坡改梯05#37.0645040×40229.576.5小計244.642278-1161.78387.26683.491.1XX村坡改梯06#36.6120040×403460.08.0坡改梯07#130.1648040×40244.881.6坡改梯08#28.4140×4076.525.545.06.0坡改梯09#51.4830040×405190.0小計246.66-576.3339.045.2XX村坡改梯10#40×4091.830.654.07.2坡改梯11#40×4076.525.545.06.0坡改梯12#70.5855040×40280.593.522.0坡改梯13#104.4144040×40224.474.8小計204.74-673.2224.4396.052.8XX村坡改梯14#153.8555040×40280.593.522.0小計153.85550-280.593.522.0-849.895278-2691.78897.261583.4211.1編號面積（畝）原埂拆除（m3)土方回填（m3)筑土?。╩3)地力培肥（kg)格田01346.95200.796939.032775.61381.653816.45格田02151.8788.243037.421214.97167.061670.57格田0345.33906.60362.6449.86498.63格田04246.8082.384936.021974.41271.482714.80格田0578.601572.01628.8086.46864.60小計869.55399.0817391.096956.43956.519565.05格田06183.4885.273669.621467.85201.832018.28格田0734.29685.80274.3237.72377.19格田0892.6722.951853.41741.36101.941019.37格田0955.3437.771106.81442.7260.87608.7478.8866.731577.61631.0486.77867.6845.3423.10906.80362.7249.87498.7450.9342.941018.61407.4456.02560.23333.71154.966674.232669.69367.083670.8132.80656.00262.4036.08360.80153.6374.023072.621229.05168.991689.93小計1061.07533.9021221.518488.601167.1811671.77254.55138.705091.032036.41280.012800.05375.48123.047509.643003.86413.034130.28小計630.03261.7412600.665040.27693.036930.33147.3681.242947.211178.89162.101620.96小計147.3681.242947.211178.89162.101620.962708.011275.9654160.4721664.192978.8129788.11權屬面積（畝）筑土埂（m3）地力培肥（kg）XX村2074.513391.823526.67XX村1393.592278.522369.10XX村1063.361738.591807.71XX村572.44935.94973.155103.908344.888676.63權屬面積（畝）筑土?。╩3）地力培肥（kg）XX村538.05879.712905.47XX村957.631565.735171.20XX村322.02526.501738.91XX村621.541016.223356.322439.243988.1613171.90編號長度土方開土方回M7.5漿砌磚（m3)M10砂漿抹面（m2)C15砼基礎（m3)C15砼底板C25砼蓋板鋼筋（kg)木板權屬囤水田01#9031.5837.1423.26117.778.100.330.270.06XX囤水田02#6824.5428.3490.050.330.270.06囤水田03#5623.1674.935.040.250.215.530.04囤水田04#9036.9523.26117.778.100.290.246.320.05囤水田05#6422.3426.3685.015.760.250.215.530.04囤水田06#33.8640.7625.76130.379.000.250.215.530.04囤水田07#27.7833.1621.01106.437.290.250.215.530.04囤水田08#9231.3037.5623.76120.298.280.250.215.530.04囤水田09#27.7833.1621.01106.437.290.250.215.530.04囤水田10#44.3853.1433.26168.170.330.270.06囤水田11#29.0634.7622.01111.477.650.250.215.530.04囤水田12#42.5051.5632.51164.390.250.215.530.04囤水田13#45.2054.5534.26173.210.290.246.320.05囤水田14#7826.8231.9620.26102.657.020.250.215.530.04囤水田15#7024.2628.7692.576.300.250.215.530.04囤水田16#7525.8630.7698.876.750.250.215.530.04囤水田17#7932.3620.51103.910.250.215.530.04囤水田18#27.9232.9520.76105.177.200.290.246.320.05囤水田19#9030.6636.7623.26117.778.100.250.215.530.04囤水田20#9833.6840.1525.26127.858.820.290.246.320.05囤水田21#7224.9029.5695.096.480.250.215.530.04囤水田22#39.7647.7530.01151.790.290.246.320.05囤水田23#34.5041.5626.26132.899.180.250.215.530.04囤水田24#6823.6227.9690.050.250.215.530.04囤水田25#7626.6431.35100.136.840.290.246.320.05囤水田26#45.0654.7634.51174.470.250.215.530.04囤水田27#6823.6227.9690.050.250.215.530.04囤水田28#60.3437.76190.850.330.270.06囤水田29#35.7843.1627.26137.939.540.250.215.530.04囤水田30#6923.9428.3691.316.210.250.215.530.04囤水田31#36.1043.5627.51139.199.630.250.215.530.04囤水田32#28.1033.5621.26107.697.380.250.215.530.04囤水田33#36.7444.3628.01141.719.810.250.215.530.04囤水田34#7125.0429.3593.836.390.290.246.320.05囤水田35#4864.854.320.250.215.530.04囤水田36#29.7035.5622.51113.997.830.250.215.530.04囤水田37#6422.3426.3685.015.760.250.215.530.04囤水田38#7325.2229.9696.356.570.250.215.530.04囤水田39#5321.9671.154.770.250.215.530.04囤水田40#7125.0429.3593.836.390.290.246.320.05囤水田41#7826.8231.9620.26102.657.020.250.215.530.04囤水田42#41.6850.1531.51159.350.290.246.320.05囤水田43#7626.1831.16100.136.840.250.215.530.04囤水田44#6422.3426.3685.015.760.250.215.530.04小計38351316.751570.67992.195024.38345.159.54251.22囤水田45#7224.9029.5695.096.480.250.215.530.04XX囤水田46#9431.9438.3624.26122.818.460.250.215.530.04囤水田47#45.5254.9534.51174.470.290.246.320.05囤水田48#40.5849.1631.01156.830.250.215.530.04囤水田49#6823.6227.9690.050.250.215.530.04囤水田50#5522.5773.674.950.210.184.740.03囤水田51#7726.5031.5620.01101.396.930.250.215.530.04囤水田52#4864.854.320.250.215.530.04囤水田53#6923.9428.3691.316.210.250.215.530.04囤水田54#7526.3230.9598.876.750.290.246.320.05囤水田55#7525.8630.7698.876.750.250.215.530.04囤水田56#7124.5829.1693.836.390.250.215.530.04囤水田57#7125.0429.3593.836.390.290.246.320.05囤水田58#7827.7432.3420.26102.657.020.330.270.06囤水田59#42.1851.1632.26163.130.250.215.530.04囤水田60#6522.6626.7686.275.850.250.215.530.04囤水田61#34.8241.9626.51134.159.270.250.215.530.04囤水田62#6923.9428.3691.316.210.250.215.530.04囤水田63#5720.1023.5676.195.130.250.215.530.04囤水田64#3953.513.510.250.215.530.04囤水田65#9532.2638.7624.51124.078.550.250.215.530.04囤水田66#7124.5829.1693.836.390.250.215.530.04囤水田67#30.3436.3623.01116.518.010.250.215.530.04囤水田68#6723.3027.5688.796.030.250.215.530.04囤水田69#6823.1527.7790.050.210.184.740.03囤水田70#6522.6626.7686.275.850.250.215.530.04囤水田71#6121.3825.1681.235.490.250.215.530.04囤水田72#6522.6626.7686.275.850.250.215.530.04囤水田73#6723.3027.5688.796.030.250.215.530.04囤水田74#34.1841.1626.01131.639.090.250.215.530.04囤水田75#4561.074.050.250.215.530.04囤水田76#34.1841.1626.01131.639.090.250.215.530.04囤水田77#6422.3426.3685.015.760.250.215.530.04囤水田78#7325.2229.9696.356.570.250.215.530.04囤水田79#6522.1926.5786.275.850.210.184.740.03囤水田80#6122.3025.5481.235.490.330.270.06囤水田81#5820.4223.9677.455.220.250.215.530.04囤水田82#7626.1831.16100.136.840.250.215.530.04囤水田83#6522.6626.7686.275.850.250.215.530.04囤水田84#6121.3825.1681.235.490.250.215.530.04囤水田85#7224.9029.5695.096.480.250.215.530.04囤水田86#30.3035.5422.26112.737.740.330.270.06囤水田87#9130.9837.1623.51119.038.190.250.215.530.04囤水田88#6823.6227.9690.050.250.215.530.04囤水田89#29.2034.5521.76110.217.560.290.246.320.05囤水田90#28.1033.5621.26107.697.380.250.215.530.04囤水田91#7124.5829.1693.836.390.250.215.530.04囤水田92#6021.0624.7679.975.400.250.215.530.04囤水田93#7024.2628.7692.576.300.250.215.530.04囤水田94#27.4632.7620.76105.177.200.250.215.530.04囤水田95#7626.6431.35100.136.840.290.246.320.05囤水田96#28.7434.3621.76110.217.560.250.215.530.04囤水田97#5623.1674.935.040.250.215.530.04囤水田98#6923.9428.3691.316.210.250.215.530.04囤水田99#7024.2628.7692.576.300.250.215.530.04囤水田100#9130.9837.1623.51119.038.190.250.215.530.04囤水田101#62.8377.3748.76246.290.210.184.740.03囤水田102#9638.9724.76125.338.640.210.184.740.03囤水田103#42.0050.5531.76160.610.290.246.320.05囤水田104#29.0634.7622.01111.477.650.250.215.530.04囤水田105#4561.074.050.250.215.530.04囤水田106#7325.2229.9696.356.570.250.215.530.04囤水田107#7225.8229.9495.096.480.330.270.06囤水田108#9833.2239.9625.26127.858.820.250.215.530.04囤水田109#6622.9827.1687.535.940.250.215.530.04囤水田110#6522.6626.7686.275.850.250.215.530.04囤水田111#6522.6626.7686.275.850.250.215.530.04囤水田112#9833.2239.9625.26127.858.820.250.215.530.04小計52751818.382163.391370.436943.66474.75383.152.68囤水田113#29.0233.9421.26107.697.380.330.270.06XX囤水田114#5321.9671.154.770.250.215.530.04囤水田115#4763.594.230.250.215.530.04囤水田116#4459.813.960.250.215.530.04囤水田117#4257.293.780.250.215.530.04囤水田118#7826.8231.9620.26102.657.020.250.215.530.04囤水田119#41.8650.7632.01161.870.250.215.530.04囤水田120#6422.3426.3685.015.760.250.215.530.04囤水田121#34.5041.5626.26132.899.180.250.215.530.04囤水田122#4358.553.870.250.215.530.04囤水田123#5422.3672.414.860.250.215.530.04囤水田124#5820.8824.1577.455.220.290.246.320.05囤水田125#328.7644.692.880.330.270.06囤水田126#4257.293.780.290.246.320.05囤水田127#4662.330.250.215.530.04囤水田128#27.7833.1621.01106.437.290.250.215.530.04囤水田129#4054.773.600.250.215.530.04囤水田130#6723.3027.5688.796.030.250.215.530.04囤水田131#46.0255.9635.26178.250.250.215.530.04囤水田132#4054.773.600.250.215.530.04囤水田133#9332.0838.1524.01121.558.370.290.246.320.05囤水田134#7024.2628.7692.576.300.250.215.530.04囤水田135#5920.7424.3678.715.310.250.215.530.04囤水田136#4662.330.250.215.530.04囤水田137#29.3835.1622.26112.737.740.250.215.530.04囤水田138#29.0634.7622.01111.477.650.250.215.530.04小計600.94707.89449.012277.04154.536.805.67149.31囤水田139#5221.5669.894.680.250.215.530.04XX小計5221.5669.894.680.250.215.530.04108793754.584463.512825.3914314.9735.9229.97789.215.56-2）挖（填）方量與運距的乘積之和盡可能為最小，即運輸路線和路程合理，運距最項目區(qū)農業(yè)作物主要種植水稻，因此，灌水編號類型控灌面積流量加大系數(shù)設計流量1#整治農渠灌渠6200.065#整治農渠灌渠3850.046#整治農渠灌渠3850.047#整治農渠灌渠3850.0410#整治農渠灌渠5600.06編號類型集雨面積渠道平均比降渠道長度設計值Qp（km2）（m）P=10%2#整治農渠排渠0.070.0186550.233#整治農渠排渠0.060.0025060.174#整治農渠排渠0.090.0014160.218#整治農渠排渠0.0220.0013000.29#整治農渠排渠0.0230.0013400.2A—水斷面面積，m2；R—水力半徑，m；R為過水斷面積與濕周之比；編號設計寬設計深安全超inAXRCQ1#整治農渠0.40.40.10.0180.02250.1531.890.062#整治農渠10.30.0010.02250.1531.890.233#整治農渠0.80.20.0010.02250.180.1532.240.174#整治農渠0.80.20.0010.02250.10.930.820.215#整治農渠0.40.40.10.0010.02250.40.2234.590.046#整治農渠0.40.40.10.0010.02250.1310.1331.430.047#整治農渠0.40.40.10.0010.02250.1310.1331.430.048#整治農渠0.80.20.0010.02250.1310.1331.430.29#整治農渠0.80.20.0020.02250.280.1933.60.210#整治農渠0.60.50.10.0010.02250.40.2234.590.08式中H進－表示進水口處的設計水位，m；A0－渠道灌溉范圍內的地面參考點的高程（mΨ-水流通過渠系建筑物的水頭損失。本次整治渠道分為2種類型：矩形、梯形(邊坡1:權屬編號坡比尺寸cm渠道寬度(m)渠道高度(m)長度XX村渠道01#40×400.40.490XX村渠道02#150×1001655渠道03#150×800.8506渠道04#120×800.8416XX村渠道05#40×400.40.4290渠道06#40×400.40.4380渠道07#40×400.40.4330渠道08#120×800.8300渠道09#100×8010.8340XX村渠道10#60×500.60.5編號長度(m)現(xiàn)場狀況權屬（村/社）1#整治農渠90土渠XX村2#整治農渠655土渠，部分滲漏嚴重XX村3#整治農渠506土渠4#整治農渠416土渠5#整治農渠290土渠，局部為石埂XX村6#整治農渠380土渠，局部為石埂，垮塌7#整治農渠330土渠8#整治農渠300土渠9#整治農渠340土渠，淤積嚴重10#整治農渠土渠，部分漿砌條石，垮塌淤積嚴重XX村4964--權屬編號尺寸cm長度石方開挖(m3)土方開挖(m3)土方回填(m3)瀝青木板(m2)C15砼渠底板(m3)M7.5漿砌條石(m3)(m)土工布(m2)碎石(m3)涵管φ500(m)XX村01#40×4090-5.762.303.6027.0027.008.100.05小計90-5.762.303.6027.0027.008.100.05XX村02#150×100655393.00262.00131.0065.50150.65432.30196.5058.950.3303#150×80506272.03181.3590.6845.34116.38273.24151.8045.540.2504#120×80416208.6769.5634.7895.68224.64124.8037.440.21小計873.69582.46291.23145.62362.71930.18473.10141.930.79XX村05#40×40290-27.848.3587.0087.0026.100.1506#40×40380-36.48114.00114.0034.200.1907#40×40330-31.689.5099.0099.0029.700.1708#120×80300175.5675.2437.6225.08208.5590.0027.000.1509#100×80340189.4581.1940.60189.45183.60102.0030.600.17小計365.01252.43107.02261.1965.60692.15492.00147.600.82XX村10#60×50695.94298.26149.1399.4266.28596.52497.10149.130.8350.00小計695.94298.26149.1399.4266.28596.52497.10149.130.8350.0049641934.641138.91549.68507.74498.192245.851489.20446.762.4850.00建筑物主要設有人行便橋、渡槽、分水口及節(jié)制閘等。生產路跨越溝渠時一般設有項目區(qū)渠道均為整治農渠，為了方便群眾取水，項目區(qū)渠道進行渠道防滲整治時應權屬編號長度數(shù)量(處)土方開挖(m3)土方回填(m3)板(m3)M7.5漿砌條石(m3)C15砼底板(m3)鋼筋(kg)XX村01#9010.300.150.020.200.032.85小計9010.300.150.020.200.032.85XX村10#40.600.080.80小計40.600.080.80338750.750.100.15根據原有交通要道，并考慮群眾分散作業(yè)特點設置，型式按實際地形采用平板作定型設計，人行橋面寬1m，在整治農渠時，為了方便群眾生產生活，在一些斷面較大的渠權屬編號尺寸cm長度橋蓋板長數(shù)量C25現(xiàn)澆砼板(m3)鋼筋(kg)XX村渠道01#40×4090----小計90----XX村渠道02#150×1006552.130.94551.09渠道03#150×805062.130.94551.09渠道04#120×8041620.5429.37小計682.43131.54XX村渠道05#40×40290----渠道06#40×40380----渠道07#40×40330----渠道08#120×8030020.5429.37渠道09#100×8034020.48小計3.4444.06XX村渠道10#60×50----小計----49649.43.45175.6076編號面積壩長壩寬(m)壩高(m)現(xiàn)狀整治措施96323石埂，年久失修，壩體滲漏嚴重；溢洪道完好，放水設施損壞拆除原有砌體，漿砌條石筑壩，修筑放水設施、梯步2#塘7.1521022土壩，無溢洪道，放水設施漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步3#塘57043土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步4#塘4.576282.5土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步5#塘722.5土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步6#塘2.134673石埂，由于部分石埂開裂，導致滲漏嚴重；溢洪道，放水設施損壞拆除原有砌體，漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步7#塘7842.5石埂，大部分垮塌，導致漏水；放水設施損壞拆除垮塌砌體，漿砌條石筑壩，修筑放水設施、梯步8#塘2.015634土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步9#塘3.274534土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步10#塘2.375134土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步11#塘2.674534土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步12#塘3.454883土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步13#塘3.896053土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步14#塘2.54782.5土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步15#塘2.14853土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步16#塘2.153土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步17#塘2.045033土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步18#塘2.36332.5土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步19#塘3.595532土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步20#塘2.075332土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步21#塘2.572土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步22#塘2.287442土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步23#塘4735土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步24#塘9532土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步25#塘5532土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步26#塘22.5土壩，溢洪道，放水設施損壞漿砌條石筑壩，修筑溢洪道、消力池、放水設施、梯步村名塘名壩長(m)壩高(m)壩頂寬水域面清於深清於量土方開土方回填（m3）M7.5漿砌條瀝青木板分縫原有砌體拆除C20砼預制件C20現(xiàn)澆砼（m4）XX村山平塘01#633.03---64.8932.45216.3120.6086.523.65382.54山平塘02#210.02.02.0---125.5962.80418.6441.8637.80山平塘03#703.04---72.1036.05240.3524.034.06425.04山平塘04#622.58---49.7724.89165.913.60376.46山平塘05#2.52---84.2942.15280.9829.446.09637.56山平塘06#463.07---47.3823.69157.9463.182.678.28279.31山平塘07#782.54---62.6231.31208.7321.4183.494.52473.62小計506.66253.331688.85170.57233.1936.773849.65XX村山平塘08#564.03---86.9143.46289.7231.043.25340.03山平塘09#454.03---40.05267.0329.672.618.10273.24山平塘10#514.03.5---90.7945.40302.6329.672.969.18309.67山平塘