渝利铁路沙子站临时用地复垦公示资料
石柱土家族自治县生产建设项目土地复垦表
单位:公顷
生产/建设 |
渝利铁路沙子站增设客运设施工程项目 |
复垦义务人 |
渝利铁路有限责任公司 | ||||||||||||||||||
项目法人 |
王嵩 |
联系电话 |
|||||||||||||||||||
单位地址 |
重庆市江北区观音桥街道建新东路239号5楼 | ||||||||||||||||||||
方案名称 |
渝利铁路沙子站增设客运设施工程临时用地复垦方案 |
复垦方案服务年限 |
6年 | ||||||||||||||||||
方案编制单位 |
重庆长飞土地勘测规划设计有限公司 |
联系人 |
尹建宇 |
联系电话 |
15922967740 | ||||||||||||||||
项目概况 |
项目位置 |
石柱县沙子镇龙源村团圆组、沿河组 | |||||||||||||||||||
项目性质 |
建设项目临时用地 |
项目区面积(hm²) |
6.4110 | ||||||||||||||||||
涉及土地利用现状图幅号 |
H49G046008、H49G046009 | ||||||||||||||||||||
复垦区 土地利用现状(hm²) |
合计 |
耕地 |
林地 |
交通运输用地 |
水域及水利设施用地 |
其他土地 | |||||||||||||||
水田 |
旱地 |
有林地 |
农村道路 |
沟渠 |
田坎 | ||||||||||||||||
6.4110 |
2.9729 |
2.5754 |
0.1930 |
0.0231 |
0.0301 |
0.6165 | |||||||||||||||
复垦责任范围内土地损毁及占用面积(hm²) |
合计 |
已损毁 |
拟损毁 | ||||||||||||||||||
压占 |
挖损 |
压占 | |||||||||||||||||||
6.4110 |
0 |
0 |
6.4110 | ||||||||||||||||||
复垦土地 |
复垦情况 |
合计 |
耕地 |
林地 | |||||||||||||||||
水田 |
旱地 |
有林地 | |||||||||||||||||||
已复垦面积 |
0 |
0 |
0 |
0 | |||||||||||||||||
拟复垦面积 |
6.4110 |
4.7341 |
1.3835 |
0.2934 | |||||||||||||||||
土地复垦 |
剩余生产年限 |
3年 |
土地复垦方案服务年限 |
6年 |
土地复垦率% |
100% | |||||||||||||||
复垦总投资 |
220.44万元 |
静态总投资 |
201.68万元 |
价差预备费 |
18.76万元 | ||||||||||||||||
工程施工费 |
137.72万元 |
复垦规模投资 |
2.2923万元/亩 |
施工费亩均投资 |
1.4529万元/亩 |
工
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一、工作计划 根据渝利铁路沙子站增设客运设施工程临时用地使用情况、土地损毁情况,及工程规划,制定本土地复垦工程进度,以保证尽快复垦被损毁的土地。 该项目区属于渝利铁路有限责任公司破坏耕地区域,结合项目区实际,确定本土地复垦方案服务年限为6年。按照《土地复垦方案编制规程-通则》要求,遵循“一次规划、逐步实施”的原则,本项目根据其具体情况和复垦工作特点,将本方案的阶段分区分为3个阶段。 第一阶段在2021年5月到2024年4月之间,此3年为项目生产建设期;第二阶段在2024年5月到2024年7月之间,此3个月为项目复垦工程建设期;第三阶段在2024年8月到2027年4月之间,此阶段为复垦后监测和管护期。 经测算,项目砖混结构整体拆除(机械)14135m2、混凝土坝拆除43102m2、机械自开行进场200m、建筑垃圾处理4048.8m3,表土清理57413m2、表土剥离量15544.5m3、弃渣外运3667.2m3,机械清理表土64110m2、土地翻耕5.6010公顷、表土回填13990.1m3、外部客土挖运量1063.9m3、外部客土土方回填957.4m3、机械平土64110m2、人工细部平整6.4110公顷,撒播草种0.8304公顷、土坎方量459.6m3、犁底层重构(土方夯实)92842m2、犁底层重构(旋耕机翻耕打浆)9.2842公顷、田坎边坡夯实834m2、田坎修筑247.5m3、田坎防渗355m2,土壤培肥19.2330公顷,乔木种植(杉木)586株、人工挖穴坑(土方)73.3m3、乔木补植(杉木)117株,新修生产路666m、新修排水沟667m;土地复垦效果监测72次、植被养护36个工日、工程管护12次。 二、主要措施 (一)预防控制措施 项目区在土地复垦与生态重建的同时,必须遵循“统一规划、源头控制、防复结合”的原则,对项目区的土地破坏实施预防与控制的措施。预防控制措施必须兼顾技术上的可行性和经济上的合理性,同时还要考虑国家的经济、技术政策导向以及企业近期和长远的经济效益、社会效益和环境效益,必须针对具体问题进行专门论证。本项目土地复垦预防控制措施主要包括以下几个方面: 1)项目区所在地规划和自然资源主管部门要把本项目土地复垦任务纳入本行政区土地复垦规划,对工程所占用的土地资源进行工程征占地合理性评价,合理控制建设单位的土地利用数量,不定期监督检查建设单位损坏、占用、占压土地情况,坚决杜绝建设单位乱占乱用土地资源的现象。 2)土地复垦方案的编制,应当根据经济合理的原则和自然条件以及土地破坏状态,因地制宜地确定复垦后的土地用途。土地复垦规划应当符合项目所在地土地利用总体规划,并与其他相关规划协调。单位和个人制定的土地复垦规划设计方案应当与本地区土地复垦规划相衔接。 3)本项目土地复垦方案应当报规划和自然资源行政主管部门审查,经审查同意后,与建设同步实施。土地复垦规划设计方案确定的任务纳入建设计划和投资概算。 4)建设单位应根据本项目编报的水土保持方案报告书和环境影响评价报告书,控制由于水土流失和其他环境问题引起的间接损坏、占压土地资源现象发生。 5)项目实施过程应严格遵循施工组织设计进行管理,按相关规定程序施工,文明施工,减少对水土资源的破坏。 6)严格执行《土地管理法》、《水土保持法》等法律法规。严禁超占地、乱拉乱堆乱放等违法违规行为,依法追究违法者的法律法规责任。工程竣工时应通过土地管理部门的验收。 (二)工程技术措施 根据施工工艺、时序,结合工程土地复垦适宜性分析,针对不同复垦单元采取不同的复垦工程技术措施。根据项目区实际情况,土地复垦单元拟采用的工程技术措施包括:拆除工程、土壤重构工程、土壤培肥工程、植被重构工程和配套工程等。 1、拆除工程 项目结束用地后,首先对场地内构建筑物进行机械拆除,并清理地表杂物。拆除工程产生的弃渣外运至地势低洼处深埋。 2、土壤重构工程 1)、表土清理 对零星杂树、灌木先进行砍除,然后用锄头挖除树兜,同时进行杂草拾捡。 2)、表土剥离、运输设计 本次复垦方案中,表土剥离是将区域内表土剥离堆存后,用于后期复垦土源,使项目范围内的耕植土得到有效利用。表土剥离厚度根据现场实际土层厚度,根据现场地形、场地布置条件分析,本次方案设计表土剥离采后运输至片块周边表土堆场存放。 3)、表土堆放设计 表土堆场设置在用地内的交通便利处,以方便对表土的堆放和转运,同时还要保证表土利用的经济性、有效性、适用性以及少占地原则。设计表土堆存高度不高于2m,表土堆场顶部撒播草籽防风固土,底部设计土坎拦挡减少水土流失,复垦取土时直接挖除即可。 4)、覆土工程设计 工程完成后及时对场地进行覆土平整,考虑到土壤在覆土后有自然的沉降,因此本项目表土回填标准:翻耕后,覆土厚度水田不小于50cm、旱地不小于40cm,林地不小于30cm。根据本项目特点,需要外部客土,客土土方堆砌在表土剥离堆放区域,堆存高度不高于2m,表土堆场顶部撒播草籽防风固土,底部设计土坎拦挡减少水土流失,复垦取土时直接挖除即可。设计在平缓区域主要采用机械挖运土的方式进行覆土,然后采用机械平土、人工细部平整等措施进行地块平整。 5)、翻耕 由于本项目土地租用时间较长,下层土壤由于建筑物长期压占,土壤板结,不利于农作物和植被的生长,待用地结束后,需要进行翻耕底层土壤并回覆剥离备用的表土,加以培肥措施,增加土壤剖面的通透性和耕作条件,以满足植被生长需求,翻耕厚度为0.1~0.3m。 3、土壤培肥工程 复垦单元复垦以后,土壤质量往往较低,达不到优良耕地要求。因此本方案针对复垦为耕地的区域土壤质量进行改良,在复垦后增施商品有机肥,商品有机肥用量按土地面积计算,设计每公顷土地内施有机肥6000千克。 4、植被重构工程设计 林地复垦的重点是根据土壤和气候条件优选树木品种,进行科学种植和精心管理。复垦对象主要是受破坏的林地。 土地破坏后,原植被也遭到破坏,自然条件下恢复植被较困难,且周期较长。因此,应当筛选适当的植物对复垦土地进行改良,同时要筛选适宜植物作为土地复垦的物种。先锋植物是指能在新复垦土地恶劣环境中生长的植物,具有抗性强,生长快,能固定大气中的氮元素,播种栽植较容易,成活率较高。引入先锋植物,可以改善边坡植物的生存环境,为适宜植物和其它林木、经济作物,甚至农作物的生长,提供必要的前提条件。筛选先锋植物的依据是: 1)具有较强的适应脆弱环境和抗逆境的能力,对于干旱、风害、冻害、瘠薄、盐碱等不良立地因子有较强的忍耐性和适宜性。 2)生活能力强,有固氮能力,能形成稳定的植被群落。 3)根系发达,能形成网状根固持土壤;地上部分生长迅速,枝叶茂盛,能尽快和尽可能时间长的覆盖地面,有效阻止风蚀;能较快形成松软的枯枝落叶层,提高土壤的保水保肥能力。 4)播种栽培较容易,成活率高。 实际中很难找到一种具备上述所有条件的植物,因此必须根据项目区植被恢复和重建场所最突出的问题,把某些条件作为选择先锋植物的主要条件。 处于经济效益考虑,复垦为林地区域的首选速生树种。本项目初步确定乔木选择杉木;幼苗干径2-3cm,根部带土球,土球的大小一般是干径的8-10倍。 结合《造林技术规程》(GB/T15776-2006),柳杉种植密度以2000株/公顷为宜,设计树坑规格为50×50×50cm。为保障树木的成活率,树木栽植时易在春秋季节进行。 5、配套工程 为达到道路通达、排水顺畅,在复垦区合适的地方布设新修生产路和排水沟,以完善道路系统和灌溉排水系统。 三、工程量汇总表
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预
算
依
据
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一、预算依据 (1)《土地整理项目规划设计规范》(TD/T1012-2016); (2)《土地开发整理标准》(TD/T1011-1013-2000); (3)《关于组织申报国家投资土地开发整理项目有关事项的通知》(国土资厅发〔2001〕64号); (4)《关于进一步规范国家投资土地整理项目申报工作的函》(国土资耕函〔2005〕044号); (5)《重庆工程造价信息》2021年第三期石柱县材料单价; (6)《重庆市土地开发整理项目预算定额标准》(2015)。 (7)《重庆市规划和自然资源局 重庆市财政局 关于调整土地整治项目预算计价规则的通知》渝规资〔2020〕790号; (8)《重庆市规划和自然资源局 重庆市财政局关于调整土地整治项目预算定额人工单价及材料人力二次转运费和汽车超运距运输费的通知》渝规资〔2020〕791号。 二、估算结果 本项目动态总投资220.44万元,静态总投资201.68万元。其中工程施工费139.72万元,其他费用41.44万元,复垦监测与管护2.40万元,预备费36.88万元。工程施工费的亩均投资为1.4529万元/亩,静态总投资的亩均投资为2.0972万元/亩,动态总投资的亩均投资为2.2923万元/亩。复垦费用全部由渝利铁路有限责任公司承担,列入项目生产和建设成本。项目通过审查后需根据石柱县规划和自然资源局资金管理要求足额、按时预存复垦保证金。
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填表人:尹建宇 填表日期:二〇二一年四月
复垦范围坐标
81,3.3032,1,片块1,面,H49G046009、H49G046008,勘测定界,,@
J1,1,3332214.487,36548245.329
J2,1,3332214.421,36548251.150
J3,1,3332216.604,36548258.492
J4,1,3332218.249,36548268.042
J5,1,3332217.775,36548268.582
J6,1,3332217.891,36548271.239
J7,1,3332217.534,36548271.954
J8,1,3332204.834,36548287.233
J9,1,3332203.244,36548286.657
J10,1,3332201.259,36548286.988
J11,1,3332198.944,36548287.120
J12,1,3332195.306,36548290.361
J13,1,3332190.147,36548294.661
J14,1,3332185.517,36548299.357
J15,1,3332182.573,36548302.135
J16,1,3332157.920,36548307.617
J17,1,3332154.981,36548308.527
J18,1,3332152.759,36548308.765
J19,1,3332145.853,36548309.241
J20,1,3332142.758,36548309.876
J21,1,3332139.344,36548310.591
J22,1,3332135.693,36548310.987
J23,1,3332129.899,36548311.543
J24,1,3332122.993,36548310.908
J25,1,3332120.294,36548310.591
J26,1,3332118.231,36548309.876
J27,1,3332116.484,36548308.686
J28,1,3332114.024,36548306.781
J29,1,3332111.484,36548305.034
J30,1,3332109.738,36548303.764
J31,1,3332106.721,36548301.383
J32,1,3332104.102,36548299.081
J33,1,3332101.006,36548296.859
J34,1,3332097.275,36548295.747
J35,1,3332092.989,36548295.192
J36,1,3332087.341,36548293.632
J37,1,3332091.935,36548282.313
J38,1,3332099.963,36548267.653
J39,1,3332103.204,36548259.675
J40,1,3332106.020,36548251.450
J41,1,3332106.688,36548242.630
J42,1,3332107.168,36548230.463
J43,1,3332108.089,36548206.612
J44,1,3332108.880,36548187.179
J45,1,3332110.209,36548166.737
J46,1,3332111.723,36548151.802
J47,1,3332112.346,36548138.185
J48,1,3332111.816,36548125.773
J49,1,3332111.850,36548112.106
J50,1,3332112.823,36548097.619
J51,1,3332114.069,36548089.873
J52,1,3332117.463,36548079.691
J53,1,3332120.267,36548076.536
J54,1,3332126.987,36548071.066
J55,1,3332134.079,36548067.529
J56,1,3332141.559,36548064.594
J57,1,3332146.397,36548063.450
J58,1,3332149.405,36548062.720
J59,1,3332152.929,36548061.812
J60,1,3332155.315,36548061.004
J61,1,3332159.201,36548057.171
J62,1,3332161.394,36548054.455
J63,1,3332166.532,36548047.455
J64,1,3332177.832,36548027.209
J65,1,3332301.339,36548108.273
J66,1,3332299.607,36548110.981
J67,1,3332296.750,36548113.997
J68,1,3332288.376,36548120.942
J69,1,3332281.986,36548125.189
J70,1,3332270.278,36548131.063
J71,1,3332264.087,36548136.341
J72,1,3332263.258,36548137.100
J73,1,3332239.644,36548173.128
J74,1,3332237.655,36548176.889
J75,1,3332233.348,36548182.733
J76,1,3332226.622,36548192.995
J77,1,3332222.038,36548209.555
J78,1,3332220.308,36548213.910
J79,1,3332218.125,36548221.384
J80,1,3332216.273,36548231.306
J1,1,3332214.487,36548245.329
37,0.5737,2,片块2,面,H49G046008,勘测定界,,@
J1,1,3331475.028,36547983.669
J2,1,3331466.717,36548001.031
J3,1,3331457.440,36548014.852
J4,1,3331449.289,36548020.903
J5,1,3331446.055,36548032.195
J6,1,3331435.251,36548007.671
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J15,1,3331373.495,36547896.013
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80,0.4257,3,片块3-1,面,H49G046008,勘测定界,,@
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8,0.0419,4,片块3-2,面,H49G046008,勘测定界,,@
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J2,1,3331180.362,36547538.746
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J4,1,3331210.937,36547562.533
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J6,1,3331216.437,36547577.900
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J1,1,3331184.483,36547546.078
19,0.1227,5,片块3-3,面,H49G046008,勘测定界,,@
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J2,1,3331189.390,36547809.470
J3,1,3331191.881,36547802.412
J4,1,3331199.905,36547777.033
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J1,1,3331195.735,36547812.298
7,0.0680,6,片块4-1,面,H49G046008,勘测定界,,@
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J2,1,3331042.821,36547384.095
J3,1,3331046.060,36547383.397
J4,1,3331051.773,36547382.167
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J6,1,3331071.803,36547411.681
J1,1,3331054.836,36547400.362
6,0.0418,7,片块4-2,面,H49G046008,勘测定界,,@
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J1,1,3330938.630,36547300.067
8,0.0287,8,片块4-3,面,H49G046008,勘测定界,,@
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J2,1,3330892.966,36547231.287
J3,1,3330909.440,36547220.493
J4,1,3330921.215,36547222.664
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J1,1,3330901.541,36547238.745
7,0.0131,9,片块4-4,面,H49G046008,勘测定界,,@
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J2,1,3330855.561,36547213.823
J3,1,3330856.445,36547208.524
J4,1,3330856.824,36547207.043
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J1,1,3330854.874,36547216.258
11,0.1589,10,片块5-1,面,H49G046008,勘测定界,,@
J1,1,3330840.265,36547202.669
J2,1,3330776.318,36547148.526
J3,1,3330705.765,36547088.788
J4,1,3330706.078,36547085.312
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J10,1,3330843.847,36547197.894
J1,1,3330840.265,36547202.669
5,0.0147,11,片块5-2,面,H49G046008,勘测定界,,@
J1,1,3330619.651,36547007.293
J2,1,3330611.166,36546995.561
J3,1,3330633.528,36547001.419
J4,1,3330637.688,36547005.581
J1,1,3330619.651,36547007.293
19,0.0852,12,片块5-3,面,H49G046008,勘测定界,,@
J1,1,3330679.248,36547155.358
J2,1,3330663.965,36547134.499
J3,1,3330668.610,36547132.144
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18,0.0191,13,片块5-4,面,H49G046008,勘测定界,,@
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J1,1,3330744.037,36547300.871
7,0.0834,14,片块5-5,面,H49G046008,勘测定界,,@
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J1,1,3330727.263,36547397.598
87,1.4308,15,片块6,面,H49G046008,勘测定界,,@
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J3,1,3330338.624,36547164.830
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