三合村土地整理项目A--工程设计方案.docx

三合村土地整理项目A工程设计方案目录项目特性表31工程设计61.1 土地平整工程.61.1.1 台面直构.61.1.2 旱改水91.1.3 梯田改造121.1.4 田块归并15115边角地整治22二6万发零星求秘?至»二二二二二二二二二二二二二二二二二二二二二:禧鼻藕义慈；1.1.7低效园林地整治错误!未定义书签。1.2灌溉与排水工程24JJj田间道271.4项目区工程量汇总302施工组织设计3()2.1 施工条件312.2 曲工布置和方法312.3 海工计划与程序.332.4 41施工测量332.5安全手制.373,矗:f39上二二二二二二二二二二二二二二二二二二二二二二二二二二二二比4.2.1管理制度455附件147项目特性表编号项目单位数量工程位置1涉及行政村三合村2图幅号H49G027002二土地权属1权属调整涉及的总面积hm2109.7005三项目概况1实施规模hm2172.7344整理规模hm2172.7344基本农田整理规模hm2138.18752整理前耕地面积hm2140.2356整理前水田面积hm245.2301整理前旱地面积hm295.00553预计新增耕地hm218.5258新增水田面积hm28.5339其中新增水田hm27.7331其中旱改水hm2().8(X)8新增旱地面积hm210.7927实施前耕地等别9.9实施后耕地等别9.8新增粮食产能公斤20292930提升粮食产能公斤466.214预计新增耕地率%10.735整理后耕地面积hm2158.7614整理后水田面积hm253.764整理后旱地面积hm2105.79826项目性质整理7项目类型区级8地貌类型低山丘陵9建设工期6个月五工程建设内容（一）土地平整工程1田块归并面才反2.2524公顷(1)机械除杂m211262(2)表土剥离n?2976.50(3)表土场内转运m3297.65(4)土方开挖回填n?4605.75(5)人工夯筑土坎工程量n?245.51(6)机械夯筑土坎工程量n?946.01(7)犁底层（挖方区）r10214(8)犁底层（填方区）m32462(9)机械翻耕hm22.2524编号项目单位数量(10)机械造浆hm22.2524（三）绞田边hm20.2680(12)糊田边?43.55(13)人工细部平土hm22.2524(14)外围田坎除杂m23683.03(15)外围田坎边坡修整m23683.03(16)下田坡道土方回填m3261.732旱改水面积0.8008公顷(I)人工除杂mz8008(2)表土剥离回填m31601.60(3)表土场内转运n160.16(4)土方开挖回填m31601.60(5)犁底层碾压夯实m24004(6)机械翻耕m28008(7)机械造浆m28008(8)人工夯筑田坎方量m3560.56(9)人工糊田坎m341.79(10)人工细部平整hm2().8(X)8(11)地力培肥一二类hm20.80083台面重构面积17.2875公顷(1)机械除杂m2172875(2)表土剥离m317287.50(3)表土场内转运m31728.75(4)土方开挖移动m350358.49(5)人工夯筑土坎工程量m3726.08(6)机械夯筑土坎工程量ii?2904.304梯田改造面积86.4495公顷(1)田坎整形土方量m311670.57(2)田坎修补土方量m37780.38(3)糊田边m32899.58(4)土地翻耕面积hm286.4495(5)细部平整hm286.4495(6)人工清杂m2162459.10(7)局部归并表土剥离回填m325934.85(8)局部归并表土场内转运m32593.485(9)局部归并土方移动m351869.70(10)局部归并细部平整hm225.935边角地整治0.291公顷(1)人工除杂m22910(2)翻耕m22910(3)人工平整土方工程量m3291(4)人工细部平整m229106恢复地类整治2.6193公顷编号项目单位数量(1)机械除杂m226193(2)机械挖树根棵3274.00(3)表土剥离回填工程量m35238.60(4)表土场内转运量m3523.9(5)土方开挖回填（含边角地）nP7857.90(6)土方开挖回填转运m3785.8(7)人工细部平整hm22.6193(8)地力培肥一二类hm22.6193（二）灌溉与;排水工程1维修0.5*0.5m排水沟m4332新修沉沙南个43新修田间道D5OO涵管个9（三）田间道路工程1维修3m宽田间遒（硬基段）m55392新修田间道错车道个123新修田间道回车场个94新修田间道平交口个165新修田间道弯道加宽个196田间道警示牌个177田间道广角镜个13六投资情况1项目预算万元575.242工程施工费万元484.93比例土地平整工程万元199.1241.06%灌溉排水工程万元12.682.61%田间遒路工程万元273.1356.32%3设备购置费万元O4其他费用万元73.56前期工作费万元28.25工程监理费万元12竣工验收费万元18.18业主管理费万元15.135不可预见费万元16.75七综合经济指标1年增加净效益万元35.592农民年人均新增纯收入万元0.03663受益人数人9724静态投资收益率%6.19%5静态投资回收期年166预计新增耕地亩均投资元207017规模亩均投资元22201工程设计1.1 土地平整工程土地平整工程是土地整治项目的核心内容，是进行农业机械化生产和灌溉与排水、田间道路等基础设施建设的实施基础。项目区土地平整工程主要包括田块归并、台面重构、旱改水、梯田改造、边角地整治、开发零星未利用非耕地、低效园林地整治等工程。1.1.1 台面重构本项目土地平整采用局部平整方式，不搞统一化，应根据地形、面积、空间结构特点将项目区划分成若干坡度土地平整单元，单元内土地平整的填挖方尽可能限制在本单元内部，追求单元内土地平整的统一化；挖高填低，尽可能挖填平衡，相邻单元之间平整后的高差作为相邻梯田的高差。土地平整施工分四个程序：即坡改梯前将原坡耕地较肥沃的表土（厚0.2m）先剥离，待平整后回填作梯田表土，以利耕作，运距控制在10-2Om之内；未成台旱地田土移动、挖高填低，以实现梯地平整要求，土方移动运距控制在30-4Om之内；下层深翻，使梯地土层达到06m厚的要求；表土回填，即将原剥离的表土均匀覆在平整后的田块表面，确保熟化表土的回填率达90%以上。土地平整中降坡平整土方量计算：对于项目区的台面重构土方移动工程，设计选取项目区具有代表性的台面重构地块进行样方测算，测算加权平均后得出项目区平均土方移动工程量。表LlJ样方测量工程量表编号格田编号面积(m2)设计高程(m)机械除杂(m2)土方开挖移动(m3)表土剥离面积(m2)表土剥离V(m3)表土剥离场内转运田坎长度(m)方量(m3)台面重构-03TM3-I1657.21560.161657.21212.90828.61165.7216.5714346.48TM3-22244.57557.502244.57651.201122.29224.4622.4515048.75TM3-32133.07562.872133.07326.701066.54213.3121.3314045.50TMM3238.87565.693238.87887.701619.44323.8932.3914145.83TM3-527()9.44568.032709.44651.701354.72270.9427.0914446.80TM3-6939.52569.95939.52122.10469.7693.959.4010333.48小计12922.6812922.682852.306461.341292.27129.23821266.83台面重构07TM7-11886.99446.881886.99383.30943.50188.7018.878627.95TM7-21422.12450.241422.12334.50711.06142.2114.229430.55TM7-31542.01453.371542.01536.10771.01154.2015.4210935.43TM7-41368.90456.641368.90487.20684.45136.8913.6910233.15TM7-51508.83460.481508.83906.70754.42150.8815.099330.23小计7728.857728.852647.803864.43772.8977.29484157.30台面重构-09TM9-12417.46419.092417.46843.501208.73241.7524.1722472.80TM9-21821.65421.191821.65570.40910.83182.1718.229631.20TM9-32275.62421.732275.62696.801137.81227.5622.7610634.45TM9-41627.56423.991627.56635.80813.78162.7616.2811437.05TM9-51956.02425.731956.02740.10978.01195.6019.5611637.70TM9-6645.45429.16645.45158.70322.7364.556.456521.13小计10743.7610743.763645.305371.881074.38107.44721234.33合计31395.2931395.299145.4015697.653139.53313.952026.00658.45每公顷工程量110000.00291350001000100645210台面重构区域工程量见下表。具体计算过程详见单体图册。台面重构工程量见下表:表LL2台面重构工程量表工程编号实施面积(hm?)位置机械除杂(H?)表土剥离(m3)表土场内转运(m3)土方开挖移动(m3)夯筑土坎工程量(m3)单位工程量I(XM)OI(XX)I(X)2913210人工机械台面重构-(H2.335整治单元233502335.00233.506801.8698.07392.28台面重构020.255整治单元“2550255.0025.50742.8210.7142.84台面重构031.2923整治单元-3129231292.30129.233764.4754.28217.11台面重构-040.487整治单元-34870487.0048.701418.6320.4581.82台面重构-052.1712整治单元-3217122171.20217.126324.7191.19364.76台面重构-060.5851整治单元-35851585.1058.511704.4()24.5798.30台面重构-070.7729整治单元-27729772.9077.292251.4632.46129.85台面重构-080.5162整治单元-25162516.2051.621503.6921.6886.72台面重构-091.0744整治单元4107441074.40107.443129.7345.12180.50台面重构-104.2955整治单元-4429554295.50429.5512512.79180.41721.64台面重构-110.6087整治单元-56087608.7060.871773.1425.57102.26台面重构-120.7235整治单元-57235723.5072.352107.5630.39121.55台面重构/30.2637整治单元62637263.7026.37768.1611.0844.30台面重构141.907整治单元6190701907.00190.705555.0980.09320.38合计17.287517287517287.501728.7550358.49726.082904.30备注：田块除杂结合项目区实际情况，综合考虑50%的面积。表土剥离厚度0.2m。LL2旱改水本设计主要针对有水源且土层条件较好，有改造成水田的基础条件的旱地区域，对原有田块进行梳理、翻耕、打浆，同时夯筑田壤确保蓄水。1.1.2.1施工工艺1）将整治区域存在杂树、杂草的，进行表土清理；2）表土剥离，将拟进行降坡平整的田块表土取起，推倒田块一边堆放；3）挖高填低：将挖方区域的土推运至填方区域，使合并后田块内的田面平整度基本一致，根据实际测算平均挖填运距约为50米；4）田填修筑：新修田坎为土质田坎，采用生土分层夯实，迎水面采取泥浆”搭田边、糊田坎”的方式进行防渗处理，根据实际情况每条田坎设置1到3处放水口（土），修筑好的田坎具有囤水功能；5）犁底层夯实：在深层土方移动过程中（挖填大于0.2m的田块）会破坏原有犁底层结构，因此在完成第5步工序后，需对平整的深层土进行压实，压实后的犁底层土壤容重控制在1.82.0gcm3之间；6）机械造浆：待犁底层夯实后，在田块内进行机械造浆。采用的施工方法为机械造浆，蓄水深度20cm,蓄水后使田块表层土充分浸泡，浸泡时间每次不少于5天，最后对充分浸泡后的田块进行翻耕打浆，翻耕采用人工翻耕，翻耕深度控制在20Cm以内，翻耕过程中使表层土得到充分搅动，保证田面蓄水深度基本一致；7）表土回填：将剥离的表土回填至合并后的田块，均匀摊铺；8）人工细部平整：在犁底层夯实后，田块内平整度不能满足设计要求，因此需要通过人工进行细部平整，保证田面的平整度达到±3cm;9）地力培肥。1.1.2.2质量检测要求和验收标准表L1.2-1土地平整验收技术指标技术指标基本具备型精加整治型全面整治型有效土层厚度（Cm）>50>5050田面高差（cm）±3±3±3新作层厚度（cm）>15犁底层月度（Cm）>10田境高度（Cm）>15>15>15田间渗漏强度（mmd）2105-!05-10犁底层土填容第（gcm'）>L5>1.5>1.5耕作土填砾石含gl%l%<1%注：水田防渗可采用田间渗漏强度或土壤容重两种方法进行检测。旱改水田坎设计为土坎，顶宽0.5m,内侧坡比为1.:03,外侧坡比为1:0.5。高度0.5m。采用人机配合夯筑，比例为3:7。内侧田坎需用泥浆糊抹。表1.1.2-2旱改水工程量表工程编号面积(hm2)权属整治类型人工除杂表土剥离回填工程量表土场内转运量土方开挖回填（含边角地）犁底层碾压夯实机械翻耕机械造浆夯筑土坎长度人工夯筑土坎方量人工糊田坎人工细部平整地力培肥类m2m3m3m3m2m2m2mm3m3hm2hm2旱改水010.2211整治单元全面整治2211442.244.22442.21105.522112211442.2154.7711.540.22110.2211旱改水-020.2786整治单元全面整治2786557.255.72557.2139327862786557.2195.0214.540.27860.2786旱改水-030.0474整治单元-3全面整治47494.89.4894.823747447494.833.182.470.04740.0474旱改水-040.0925整治单元-2全面整治92518518.5185462.592592518564.754.830.09250.0925旱改水-050.0202整治单元-5全面整治20240.44.0440.410120220240.414.141.050.02020.0202旱改水060.141整治单元4全面整治141028228.22827051410141028298.707.360.1410.141合计0.800880081601.6160.161601.64004800880081601.6560.5641.790.80080.80081.1.3 梯田改造通过现场调查，结合实地调查的每条田坎的宽度、长度和高度，经现场调查统计，项目区内可实施梯田改造共计66处，面积86.4495hn?,总长129673m。施工工序：杂草、杂物清除一修整土坎T弃土平整翻耕一田块内细部平整一田坎外边坡整型T背沟开挖（旱地），均为人工实施。施工工艺：用农用工具锄头将原田坎上生长的杂草、杂物进行清理，用铁锹等工具对田坎顶部进行削薄，削薄后田坎顶部宽度WLOm,深度设计为0.4m,并将田坎弃土在原田块5m范围内进行平整、翻耕，对水田田块增加人工细部平整工序，旱地增加背沟开挖工序；为保证田坎对原田块的稳定性，对削薄的田坎均设计外边坡整型和夯实工序。项目区梯田改造工程量表田坎整形土方量(mj)田坎修补土方量(m，)糊田边(m?)土地翻耕面积(hm2)人工清奈(f112)局部归并面积(hm2)局部归并表土剥离回填(n?)局部归并表土场内转运(m3)局部归并土方移动(m)局部归并细部平整(hm2)764.01509.34189.825.659610635.331.69791697.88169.793395.761.6979133.4788.9833.160.98871857.960.2966296.6129.66593.220.2966482.22321.48119.813.57216712.701.07161071.63107.162143.261.0716114.4876.3228.440.84791593.610.2544254.3725.44508.740.2544154.62103.0838.421.14552152.370.3437343.6534.37687.300.3437381.24254.1694.722.82435307.020.8473847.2984.731694.580.847355.9837.3213.910.4149779.260.1245124.4712.45248.940.1245324.72216.4880.6«2.4054520.240.7215721.5072.151443.000.7215175.77117.1843.67130222446.7903907390.6639.07781.320.3907130.9587.3032.530.96971822.880.2909290.9129.09581.820.290925.8317.226.420.1913359.560.057457.395.74114.780.057475.0650.0418.650.55591044.870.1668166.7716.68333.540.166837.8025.209.390.2802526.190.084184.068.41168.120.084128.8019.207.160.2136400.910.064164.086.41128.160.064165.0743.3816.170.4821905.800.1446144.6314.46289.260.1446240.57160.3859.771.78223348.830.5347534.6653.471069.320.5347556.74371.16138.324.12437750.051.23731237.29123.732474.581.2373719.10479.40178.665.32671()010.17).59801598.01159.803196.021.598097.8365.2224.310.72441361.830.2173217.3221.73434.640.2173491.58327.72122.133.64126842.991.09241092.36109.242184.721.0924802.17534.78199.305.941711166.531.78251782.51178.253565.021.7825139.0592.7034.551.03021935.6303091309.0630.91618.120.309192.8861.9223.080.68771292.930.2063206.3120.63412.620.2063表1L3-1工程编号面积(hm2)长度(m)权属高度H(m)整治前宽度B(m)整治后宽度bl,in>整治宽b2(m)梯田改造-Ol5.65968489整治单元-11.21.20.90.3梯田改造-020.98871483整治单元-21.21.20.90.3梯田改造033.57215358整治单元31.21.20.90.3梯田改造040.84791272整治单元M1.21.20.90.3梯田改造-051.14551718整治单元-51.21.20.90.3幡田改造-062.82434236整治单元-61.21.20.90.3拂田改造070.4149622整治单元-71.21.20.90.3梯田改造-082.4053608整治单元-81.21.20.90.3梯田改造-09130221953整治单元-91.21.20.90.3梯田改造“00.96971455整治单元/01.21.20.90.3树田改造“10.1913287整治单元-II1.21.20.90.3梯田改造-120.5559834整治单元-121.21.20.90.3梯田改造-130.2802420整治单元-131.21.20.90.3梯田改造-140.2136320整治单元-141.21.20.90.3梯田改造50.4821723整治单元/51.21.20.90.3梯田改迨“61.78222673整治单元/61.21.20.90.3梯田改造74.12436186整治单元/71.21.20.90.3梯田改造-185.32677990整治单元-181.21.20.90.3梯田改造-190.72441087整治单元-191.21.20.90.3梯田改造-203.64125462整治单元-201.21.20.90.3梯田改造-2】5.94178913整治单元-211.21.20.90.3梯田改迨221.03021545整治单元221.21.20.90.3梯田改造230.68771032整治单元231.21.20.90.3工秘编号面积(hm2)长度(m)权属高度H(m)整治前宽度B(m)整治后宽度bl,in)整治宽b2(m)田坎整形土方量(mj)田坎修补土方量(m,)糊田边(?)土地翻耕面积(hm2)人工清爽(m2)局部归并面积(hm2)局部归并表土剩离回填(nP)局部归并表土场内转运(n?)局部归并土方移动(ms)局部归并细部平整(hm2)梯田改造-240.3021453整治单元-241.21.20.90.340.7727.1810.130.3021567.540.090690.639.06181.260.0906梯田改造-250.3271491整治单元-251.21.20.90.344.1929.4610.9803271615.140.098198.139.81196.260.0981梯田改迨262.22123332整治单元.261.21.20.90.3299.88199.9274.512.22124174.450.6664666.3666.641332.720.6664梯田改迨270.241362整治单元271.21.20.90.332.5821.728.090.241453.530.072372.307.23144.600.0723梯田改造-280.4942741整治单元-281.21.20.90.366.6944.4616.570.4942928.350.1483148.2614.83296.520.1483梯田改造-291.28461927整治单元-291.21.20.90.3173.43115.6243.091.28462414.220.3854385.3838.54770.760.3854梯田改造-303.18424776整治单元-301.21.20.90.3429.84286.56106.793.18425983.550.9553955.2695.531910.520.9553梯田改造-310.3151473整治单元-311.21.20.90.342.5728.3810.580.3151592.590.094594.539.45189.060.0945梯田改造-320.88811332整治单元-321.21.20.90.3119.8879.9229.780.88811668.780.2664266.4326.64532.860.2664梯田改造330.1743261整治单元331.21.20.90.323.4915.665.840.1743326.990.052352.295.23104.580.0523梯田改造-340.59885整治单元-341.21.20.90.379.6553.1019.790.591108.760.1770177.0017.70354.000.1770梯田改造-350.3848577整治单元-351.21.20.90.351.9334.6212.900.3848722.890.1154115.4411.54230.880.1154梯田改造-360.262393整治单元-361.21.20.90.335.3723.588.790.262492.360.078678.607.86157.200.0786梯田改造-370.69271039整治单元-371.21.20.90.393.5162.3423.230.69271301.700.2078207.8120.78415.620.2078梯田改造-380.82931244整治单元一381.21.20.90.3111.9674.6427.820.82931558.530.248824S.7924.88497.580.2488梯田改造391.29031935整治单元391.21.20.90.3174.15116.1043.271.29032424.240.3871387.0938.71774.180.3871梯田改迨400.6401960整治单元闻。1.21.20.90.386.4057.6021.470.64011202.720.1920192.0319.20384.060.1920梯田改造-410.1788268整治单元4l1.21.20.90.324.1216.085.990.1788335.760.053653.645.36107.280.0536拂田改造920.335503整治单元321.21.20.90.345.2730.1811.250.335630.180.1005100.5010.0520