土地工程施工设计报告

土地整理工程施工设计报告 42.1施工设计调整原因 42.2施工设计工程调整内容及说明 4 63.2项目基本情况 73.2.1位置与范围 3.2.2项目区自然条件 3.2.3社会经济条件 93.2.4科技发展水平 3.2.5土地利用现状 3.2.6基础设施条件 3.2.7新增耕地来源分析 3.2.8水土资源分析 3.3项目建设内容说明 23 4.1法律法规 244.2规范性文件 254.3技术标准、规程 254.4技术文件 26 5.1土地平整工程 265.1.1土地平整分区 275.1.2土方计算 345.1.3田间土方调配 425.2灌排工程 435.2.1灌溉工程设计 435.2.2建筑物工程设计 495.3田间道路工程 605.4其他工程 72 6.1编制依据 726.2费用计算标准 736.2.1工程施工费 6.2.2设备购置费 6.2.3其他费用 6.2.4不可预见费 6.3投资结构 756.4分年度投资 76 7.1施工条件 787.1.1自然条件 7.1.2交通条件 7.1.3资源条件 7.2施工布置与方法 787.2.1施工总布置 7.2.2主要工程施工方法 807.3质量管理 7.4施工进度 90 8.1土地权属调整方案 928.1.1项目区土地权属现状 928.1.2土地权属调整方案 928.1.3权属调整方案编制说明 938.2工程管护 938.2.1管护机构 938.2.2维护管理 938.2.3管护措施 948.2.4经费筹措 94 9.1组织领导机构设置 959.2工程建设管理 959.2.1管理制度 959.2.2实施控制措施 969.3项目资金使用管理 979.3.1项目资金管理 979.3.2实行资金拨付逐级审批制 971项目特性表编号项目单位数量编号项目单位数量一工程位置XX县XX镇2分水口处1涉及行政村XX村、XX村、XX村、XX村3人行桥座254整治山平塘座262土地权属集体5新建蓄水池口49二整理区总面积亩18793.65（三）田间道路工程1整理规模亩14944.651C30砼田间道m187402原耕地面积亩11602.82涵管m3813规划后耕地面积亩13144.23新建错车道处474新增耕地面积亩1541.44新建倒车转台处35新增耕地率%5挡土墙m803三地貌类型丘陵6限宽墩处四灌溉保证率%75（三）其他工程1灌溉模式地面灌溉1公示牌个12排涝标准10a1d暴雨，1d排出六项目投资五工程数量项目总投资万元2026.35（一）土地平整工程1工程施工费万元1817.761坡改梯亩849.89土地平整工程万元539.022坡改梯配套排水沟m5278农田水利工程万元434.233坡改梯配套生产路m5790田间道路工程万元842.444旱地整理亩5103.9其他工程万元2.075格田整理亩2708.012设备购置费万元-6其中囤水田m10897.003其他费用万元204.157水田整理亩2439.24前期工作费万元87.258荒草地整理亩45.9工程监理费万元22.729荒草地配套排水沟m252竣工验收费万元54.53荒草地配套生产路m269业主管理费万元39.65（二）农田水利工程4不可预见费万元40.441整治渠道m4964七项目施工期月6初步设计施工设计增减造价（万元）增减占总工程施工费比例(%)项目单位工程量工程施工费用（万元）工程名称单位工程量单价（元）工程施工费用（万元）一、建设规模亩14944.651817.76一、建设规模亩14944.651817.760.000.00%二、新增耕地亩1541.40二、新增耕地亩1541.40三、土地平整工程611.18三、土地平整工程539.02-72.16-3.97%坡改梯亩849.89145.18坡改梯亩849.892060.29175.1029.92格田整理亩2544.19419.17格田整理亩2708.01797.41215.94-203.23其中囤水田m593.0021.51其中囤水田m10897.00162.94177.27旱地整理亩5103.9022.18旱地整理亩5103.9049.2725.152.97水田整理亩2603.06水田整理亩2439.2449.86荒草地整理亩45.90荒草地整理亩45.902334.01-2.83坡改梯配套生产路m--坡改梯配套生产路m5790.0067.8339.2839.28坡改梯配套渠m--坡改梯配套渠m5278.00106.4356.1756.17荒草地配套生产路m--荒草地配套生产路m269.0067.87荒草地配套渠m--荒草地配套渠m525.00106.432.682.68四、农田水利工程336.23四、农田水利工程434.2398.005.39%整治渠道m3704.1066.38整治渠道m4964200.2199.3833.00人行便桥座8人行便桥座220.870.270.15分水口处0.34分水口处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、田间道路工程870.35五、田间道路工程842.44-27.91-1.53%整治C30砼田间道m16869.60653.71整治C30砼田间道m18740.00361.98678.3524.64整治泥结石路m7037144.73整治泥结石路m----144.73C30砼田间道错车道个5431.16C30砼田间道错车道个475649.9826.56-4.60碎石田间道错车道个5.01碎石田间道错车道个----5.01弯道加宽m--弯道加宽m1527.00128.08限宽墩处--限宽墩处922.79倒车转台处--倒车转台处38945.922.682.68挡土墙m--挡土墙m803.00985.18生产路m2652.10生产路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%公示牌个--公示牌个120706.292.072.07--1817.76---1817.76备注：1、项目初步设计总预算2062.35万元，其中工程施工费1817.76万元；2、项目施工设计总预算2062.35万元，其中工程施工费1817.76万元。2施工设计与初步设计对比有所变化，道路宽度根据路基实际情况有所设计时有调整改变，导致初步规划的部分项（2）按照国家、省、市、县国土等相关部门的规范、规定等，初步设计方案及细部根据现场踏勘的情况，初步设计荒草地开发区域面积45.90亩与现场实际一致，且地主要变化：初步设计土地整理工程工程施工费611.18万元，施工设计工程施工费为539.02万元；工程施工费投资减少72.16万初步设计整治渠道3704.10m，投资66.38万元，施工设计整治渠道4964.00m，投资100.73万元，渠道长度增加了1256.90m，其次初设中部分渠道设计断面尺寸过小，本次工设计整治山平塘26座，因为施工设计中采取重力坝，且增加山平塘栏杆，因此与初设道18740.00m，施工设计投资678.71万元，长度比初设增加了1870.40m，施工设3施工设计综合说明受XX县国土资源局委托，XX三人行投资咨询有限公司负责该项目的初步设计及预算编制工作。项目前期的初步设计工作及预算编制已经于2010年8月完成。项目申报类本次施工设计及预算编制单位经过比选确定由中国水利水电第五工程局有限公司负以馒头丘状方山地形为主，海拔350.00-450.00米。项目区所在的XX镇位于XX县城东南部62km，东与XX相连，西靠XX镇，南与XX乡接壤，西与XX镇，XX乡相连，北靠XX县、H-48-68-（59），H-48-80-（3），H-48-80-（4），H-48-80-（11），H-48-80-（12）。项次整理的地类为全部耕地、其他农用地、荒草地，整理规模14944.65亩，预计新增耕地XX县位于华夏系XX沉降地带之川中褶带内。XX盆地川中台拱之次级构造单元，受后者受威远辐射状构造所制约。而XX县处于XX寺环状构造和威远辐射构造之间的三级构第四系全新统地层，侏罗系XX镇组地层，侏罗系遂宁组地层，侏罗系XX庙组XX县地形的主要特点是西南高、东北低，中部从西北向东南凸起尤如屋脊自然形成沱、涪两江分水岭，海拔在247-542m。在地质内综上所述，项目区灌溉水源丰富，灌溉水源有保障，但是现有水利设施不配套，维护差，利用率不高，因此需要对现有水利设施进XX县属亚热带季风气候区，但由于地处盆地中部伏旱秋涝的交错地带，因此形成大陆性季风气候。总的特点是：热量丰富，冬暖春早，在与我市雁江区接壤的华严乡有一小部份侏罗系XX庙组灰棕紫色砂岩母质。单就地带性土壤而言，应该属黄壤地带，但受东南季风影响较的进程和向黄化、酸化过度，加之受地形，地化，形成了以紫色土为主的水稻土、紫色土XX县位于华夏系XX沉降地带之川中褶带内。XX盆地川中台拱之次级构造单元，老秩序有：第四系全新统地层，侏罗系XX镇组地层，侏罗系遂宁组地层，侏罗系XX庙2009年XX镇实现国民生产总值11809万元，人均纯收入达到3609元，同比增长其中参与本次整理的地类为耕地（扣除坡度用地（扣除坡度大于25度耕地区域的田坎面积37.79亩）及部分荒草地，整理规模为土地利用变更日期：1996年单位：亩积积积积积1地0000000000地00033200000000000000000003地00000土地利用变更日期：1996年单位：亩XX村XX村编号编号1农用地地23地备注：项目区所围面积18793.65亩，其中参与本次整理的地类为耕地、其他农用地及部分荒草地，建设规模14944.65亩。规划退耕还林面积为539.55亩。投入普遍不足，保肥保水性差。根据土地利用现里多，宽6.0米，路面为水泥）；项目区内有XX水库与网布于项目区的XX河及其支流一起成为项目区工农业用水的主要来源。足项目区的灌溉要求，只是部分山平塘存在单位：亩称13地加。根据所确定的项目区参与土地整理的规模b）荒草地开发综上，项目区通过荒草地整理及田土坎归并可新增耕单位：亩1地地3地工程名称工程量单位工程占地面积备注新建坡改梯配套生产路5790.00m0.80m2/m6.95新建坡改梯配套排水沟5278.00m1.00m2/m7.91新建荒草地配套生产路269.00m0.80m2/m0.32新建荒草地配套排水沟252.00m1.00m2/m0.38新建蓄水池49座85.00m2/座6.2521.81单位：亩编号地类名称称称况况1农用地田地路面2建设用地用地地地面3未利用地地面大气降水：项目区多年平均降雨量998.00mm，因为降雨分配不均，一部分形成地表地表水：项目区境内XX水库、山平塘、蓄水池等蓄水设施每年为项目区提供灌溉水富，以水稻为主地区的灌溉保证率范围为75～85%，以旱作为主的区域灌溉保证率为70~80%，综合以上两种情况，在充分考虑灌区水土资源、种植灌水方法分区作物种类灌溉设计保证率（%）地面灌溉季节性干旱较严重地区以水稻为主70～80以旱作为主65～75水资源较丰富地区以水稻为主75～85以旱作为主70～80水资源丰富地区以水稻为主80～95以旱作为主75～85低压管道灌溉季节性干旱以水稻为主80～90较严重地区以旱作为主75～85水资源较丰富地区以水稻为主85～95以旱作为主80～90喷灌、微灌各类地区85～95雨水集蓄利用灌溉季节性干旱较严重地区旱作60～70注：作物经济价值较高的种植地区，宜选表中较大值；作物经济价值不高的种植地区，可选表中较小值。为10天左右。小麦及油菜生长期一般都在当年10月至翌年4月期净灌溉定额220～250m3/亩，小麦净灌溉定额为40～60m3/亩，油菜净灌溉定额在55~定额在150～200m3/亩，柑橘净灌溉定额在75～90m3/亩。据项目区土质情况，水稻净灌溉定额为235m3/亩，小麦的净灌溉定额为50m3/亩，油菜净灌溉定额为65m3/亩，玉米净灌溉定额为65m3/亩，红薯净灌溉定额为55m3/亩，蔬菜薯净灌溉定额为175m3/亩，果园单位：m3/亩行业名称产品名称定额值备注谷物及其他作物水稻泡田100～120盆西平原区90～120盆地丘陵区80～100盆周山地区110～130川西南山地区水稻本田280～340盆西平原区220～250盆地丘陵区190～240盆周山地区360～450川西南山地区55～75红苕50～65小麦40～60棉花60～8055～75花生55～70烟草85～105蔬菜蔬菜150～200水果、茶茶叶85～110苹果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项目区旱地和水田的复种指数均为200%，经整理后耕地为12642.44亩（水田面积分类面积(亩)作物组成复种指数水稻小麦油菜玉米红薯蔬菜水果水田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-内容名称单位水稻小麦油菜玉米红薯蔬菜柠檬种植面积亩5282.475100.413456.084066.825530.671848.4323.7025308.58净灌溉定额m3/亩23550656555-净需水量万m325.5022.4626.4330.4232.350.19261.49式中：灌溉水利用系数η=ηs×ηfηf—田间水利用系数术和节水措施、渠系水利用系数会有所提高，M=W×AA─灌区灌溉面积，亩项目区旱地和水田的复种指数均为200%，经整理后耕地为12642.44亩（水田面积内容名称单位水稻小麦油菜玉米红薯蔬菜柠檬种植面积亩5282.475100.413456.084066.825530.671848.4323.7025308.58毛灌溉m3/亩2946369219-毛需水量万m3155.3032.1327.9932.9438.1640.480.24327.25目前项目区内农业生产用水以XX水库、XX河、山平塘供应为主，全年供水量估算大气降水：项目区多年平均降雨量998.00mm，因为降雨分配不均，一部分形成地表项目通过现有的提灌站和渠道水利工程从XX河取水，XX河每年可向项目区提供供水量为321.16万m3，现状农田水利设施条件下可供水量略低于灌溉需水要求，制约着4施工设计依据4.4技术文件5施工设计说明修筑块石埂、人工修筑土埂，局部田块归并为壤改良相结合。土地平整应尽量依据自然地形按照《XX省坡改梯工程建设技术规程》和《XX省中部丘陵地区改造中低产田项目技a．清理土层表面，然后进行田块基层平整。平整的原则是挖、填方平衡；平整的方按照《XX省坡改梯工程建设技术规程》和《XX省中部丘陵地区改造中低产田项目技a.挖填方，即坡改梯前将原坡耕地的高低不平处本次规划考虑对同一田面或相邻台面高差不大于30cm的水田田块进行归并，减囤水田田埂，防渗墙为24cm厚M7.5浆砌标砖埂墙H0－堰顶总水头。当堰较高时，行近流速水头可以忽略不b－每孔净宽编号长度放水高（m）集雨面（km2）长度L设计流（m3/s）权属囤水田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小计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小计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小计-------囤水田139#5210.80.90.040.350.22XX村小计52-------10879--------土，仅对土埂进行动土。对于松散破落的土B1dB1dhH hH BmBn/2BBmBn/2BBn/2BnB=BmBn=H(ctgθctgα)d程如下：在坡改梯和荒草地整理区范围内；根据若干相互平行的横断面，划分原则为垂直等高线50m；求出该田块内的平均平整高程，根据平均平整高程及田块自然坡降定出平整后的地设计地面的轮廓线后，利用软件计算面积的功能求出挖两断面的间距，计算两相邻横断面间的土方量；权属面积埂长（m）挖方填方筑埂土埂（m3）石埂（m3）土埂石埂XX村小计22.655082200.621980.55285.66XX村小计23.258234902092.461883.22222.21191.1045.909984293.083863.77507.87389.22权属编号面积配套生产路长土方开挖(m3)土方回填(m3)C25砼路面(m3)钢筋(kg)M7.5浆砌标砖(m3)M10砂浆抹面(m2)原土夯实(m2)XX村小计22.65147.0035.28360.2831.75161.70XX村小计2#23.25122.0029.28299.0126.35134.2045.90269.0064.5625.8223.67659.292.4758.10295.90权属编号配套渠长度（m）土方开挖(m3)土方回填(m3)M7.5浆砌条石(m3)C20砼底板(m3)XX村小计22.65145.0040×4073.9524.6543.505.80XX村小计2#23.25107.0040×4054.5732.104.2845.90252.00128.5242.8475.60权属编号面积挖方填方筑埂土埂（m3）干砌条石（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权属面积配套生产路长土方开挖(m3)土方回填(m3)C25砼路面(m3)钢筋(kg)M7.5浆砌标砖(m3)M10砂浆抹面(m2)原土夯实(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小计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小计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小计204.74316.80253.44116.163235.16285.121452.00XX村14#153.85550132.0052.8048.401347.985.06118.80605.00小计153.85550132.00105.6048.401347.985.06118.80605.00849.8957901389.601111.68509.5214190.6053.271250.646369.00权属面积配套渠长度（m）土方开挖(m3)土方回填(m3)M7.5浆砌条石(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小计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小计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小计204.74-673.2224.4396.052.8XX村坡改梯14#153.8555040×40280.593.522.0小计153.85550-280.593.522.0-849.895278-2691.78897.261583.4211.1编号面积（亩）原埂拆除（m3)土方回填（m3)筑土埂（m3)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小计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小计1061.07533.9021221.518488.601167.1811671.77254.55138.705091.032036.41280.012800.05375.48123.047509.643003.86413.034130.28小计630.03261.7412600.665040.27693.036930.33147.3681.242947.211178.89162.101620.96小计147.3681.242947.211178.89162.101620.962708.011275.9654160.4721664.192978.8129788.11权属面积（亩）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权属面积（亩）筑土埂（m3）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编号长度土方开土方回M7.5浆砌砖（m3)M10砂浆抹面（m2)C15砼基础（m3)C15砼底板C25砼盖板钢筋（kg)木板权属囤水田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小计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小计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小计600.94707.89449.012277.04154.536.805.67149.31囤水田139#5221.5669.894.680.250.215.530.04XX小计5221.5669.894.680.250.215.530.04108793754.584463.512825.3914314.9735.9229.97789.215.56-2）挖（填）方量与运距的乘积之和尽可能为最小，即运输路线和路程合理，运距最项目区农业作物主要种植水稻，因此，灌水编号类型控灌面积流量加大系数设计流量1#整治农渠灌渠6200.065#整治农渠灌渠3850.046#整治农渠灌渠3850.047#整治农渠灌渠3850.0410#整治农渠灌渠5600.06编号类型集雨面积渠道平均比降渠道长度设计值Qp（km2）（m）P=10%2#整治农渠排渠0.070.0186550.233#整治农渠排渠0.060.0025060.174#整治农渠排渠0.090.0014160.218#整治农渠排渠0.0220.0013000.29#整治农渠排渠0.0230.0013400.2A—水断面面积，m2；R—水力半径，m；R为过水断面积与湿周之比；编号设计宽设计深安全超inAXRCQ1#整治农渠0.40.40.10.0180.02250.1531.890.062#整治农渠10.30.0010.02250.1531.890.233#整治农渠0.80.20.0010.02250.180.1532.240.174#整治农渠0.80.20.0010.02250.10.930.820.215#整治农渠0.40.40.10.0010.02250.40.2234.590.046#整治农渠0.40.40.10.0010.02250.1310.1331.430.047#整治农渠0.40.40.10.0010.02250.1310.1331.430.048#整治农渠0.80.20.0010.02250.1310.1331.430.29#整治农渠0.80.20.0020.02250.280.1933.60.210#整治农渠0.60.50.10.0010.02250.40.2234.590.08式中H进－表示进水口处的设计水位，m；A0－渠道灌溉范围内的地面参考点的高程（mΨ-水流通过渠系建筑物的水头损失。本次整治渠道分为2种类型：矩形、梯形(边坡1:权属编号坡比尺寸cm渠道宽度(m)渠道高度(m)长度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编号长度(m)现场状况权属（村/社）1#整治农渠90土渠XX村2#整治农渠655土渠，部分渗漏严重XX村3#整治农渠506土渠4#整治农渠416土渠5#整治农渠290土渠，局部为石埂XX村6#整治农渠380土渠，局部为石埂，垮塌7#整治农渠330土渠8#整治农渠300土渠9#整治农渠340土渠，淤积严重10#整治农渠土渠，部分浆砌条石，垮塌淤积严重XX村4964--权属编号尺寸cm长度石方开挖(m3)土方开挖(m3)土方回填(m3)沥青木板(m2)C15砼渠底板(m3)M7.5浆砌条石(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小计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小计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小计365.01252.43107.02261.1965.60692.15492.00147.600.82XX村10#60×50695.94298.26149.1399.4266.28596.52497.10149.130.8350.00小计695.94298.26149.1399.4266.28596.52497.10149.130.8350.0049641934.641138.91549.68507.74498.192245.851489.20446.762.4850.00建筑物主要设有人行便桥、渡槽、分水口及节制闸等。生产路跨越沟渠时一般设有项目区渠道均为整治农渠，为了方便群众取水，项目区渠道进行渠道防渗整治时应权属编号长度数量(处)土方开挖(m3)土方回填(m3)板(m3)M7.5浆砌条石(m3)C15砼底板(m3)钢筋(kg)XX村01#9010.300.150.020.200.032.85小计9010.300.150.020.200.032.85XX村10#40.600.080.80小计40.600.080.80338750.750.100.15根据原有交通要道，并考虑群众分散作业特点设置，型式按实际地形采用平板作定型设计，人行桥面宽1m，在整治农渠时，为了方便群众生产生活，在一些断面较大的渠权属编号尺寸cm长度桥盖板长数量C25现浇砼板(m3)钢筋(kg)XX村渠道01#40×4090----小计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小计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小计3.4444.06XX村渠道10#60×50----小计----49649.43.45175.6076编号面积坝长坝宽(m)坝高(m)现状整治措施96323石埂，年久失修，坝体渗漏严重；溢洪道完好，放水设施损坏拆除原有砌体，浆砌条石筑坝，修筑放水设施、梯步2#塘7.1521022土坝，无溢洪道，放水设施浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步3#塘57043土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步4#塘4.576282.5土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步5#塘722.5土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步6#塘2.134673石埂，由于部分石埂开裂，导致渗漏严重；溢洪道，放水设施损坏拆除原有砌体，浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步7#塘7842.5石埂，大部分垮塌，导致漏水；放水设施损坏拆除垮塌砌体，浆砌条石筑坝，修筑放水设施、梯步8#塘2.015634土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步9#塘3.274534土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步10#塘2.375134土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步11#塘2.674534土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步12#塘3.454883土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步13#塘3.896053土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步14#塘2.54782.5土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步15#塘2.14853土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步16#塘2.153土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步17#塘2.045033土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步18#塘2.36332.5土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步19#塘3.595532土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步20#塘2.075332土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步21#塘2.572土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步22#塘2.287442土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步23#塘4735土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步24#塘9532土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步25#塘5532土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步26#塘22.5土坝，溢洪道，放水设施损坏浆砌条石筑坝，修筑溢洪道、消力池、放水设施、梯步村名塘名坝长(m)坝高(m)坝顶宽水域面清於深清於量土方开土方回填（m3）M7.5浆砌条沥青木板分缝原有砌体拆除C20砼预制件C20现浇砼（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小计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