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{"sheet":"说明","index":0,"n_rows":39,"n_cols":1,"rows_kept":39,"flags":["formulas_cached_only"]}
["编 制 说 明"]
["1、任务依据：计划安排"]
["2、工程概况："]
["      本工程为顺日洋口水电站~华阳变110kV线路工程，线路总长为12.8公里，其中单回线路12.8公里，双回线路3.01公里。导线采用LGJX-240/30钢芯铝绞线；避雷线一条OPGW(未列入本概算)、一条良导体地线JLB23-55。新建铁塔31基，其中耐张转角塔12基，直线塔19基，铁塔基础采用现浇砼。"]
["      地形划分："]
["          工程地形：丘陵20%、山地80%；"]
["          人力运输地形：丘陵20%、山地80%；"]
["          汽车运输地形：平地60%、丘陵30%、山地10%。"]
["       工程工地仓库设工地驻地一个点，采用汽车、人抬两种运输方式，即材料用汽车运至工地仓库，继用汽车运至靠近各杆塔的公路旁，再用人力运至各杆塔位。人力平均运距：1.0公里，汽车平均运距：10公里。"]
[]
["3、编制依据"]
["3.1  工程量：依据工程设计提资。"]
["3.2  采用定额："]
["      中国电力企业联合会中电技经(2002)13号“关于发布《电力建设工程预算定额第四册送电线路工程》（2001年修订本）的通知”"]
["      中国电力企业联合会中电技经(2002)48号“关于发布《电力建设工程预算定额第六册调试》（2002年修订本）的通知”"]
["3.3  人工费调整："]
["      根据闽电基[2002]520号文规定，计算得出人工费调整为1.6%；地区性津贴1.18元/工日，只计取税金，列入编制年价差中。"]
["      中电联[2002]74号“关于调整电力工程建设火电、送变电工程定额人工工日单价的通知”"]
["3.4  材机调整："]
["      电定造[2002]27号“关于印发《发送变电工程定额材料与机械费调整办法》的通知”"]
["3.5  材料预算价格： "]
["     电定造[2003]14号“关于印发2003年度电力工程建设装置置性材料价格工作会议纪要的通知”"]
["     闽电建[2005]581号“关于发布福建省发送变电工程2005年定额材料与机械调整办法的通知”"]
["     福建省电力有限公司闽电建（2004）311号“关于执行2003年华东地区电力建设工程装置性材料综合价格及预算价格调整系数的通知”"]
["    地材材料价格参考2005年8月份《福建工程造价信息》南平地区价格"]
["3.5  取费标准："]
["     闽电基[2002]520号“关于执行新定额、新预规的通知”"]
["     国家电力公司国电火(1999)677号“关于印发电力建设工程监理费和建设项目法人管理费调整办法的通知”。"]
["     国家经贸委二00二年16号文“公布《火电、送变电工程建设预算费用构成计算标准》(二○○二版）的通知。"]
["     国家电网基建[2005]534号“关于印发《国家电网公司输变电工程施工安全措施补助费、文明施工措施费管理规定（试行）的通知。"]
["         福建省建设厅闽建筑[2002]60号“关于建设工程造价税费调整的通知”。"]
["4、 工程造价："]
["    本工程线路动态总投资：    792.8  万元。单位投资：     61.94 万元/公里"]
["    本工程线路静态总投资：    788.26 万元。单位投资：     61.58 万元/公里"]
["    本工程本体投资：          607.1 万元。单位投资：     47.43  万元/公里"]
[]
["5、其他："]
["5.1     本工程主要材料综合价格分别为：LGJX-240/30稀土钢芯铝绞线1.7万元/吨、良导体地线1.6万元/吨、塔材0.72万元/吨。"]
["5.2    建设期贷款利息按全额80%贷款，建设贷款期限3个月，利息5.76%。"]

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["送电工程建设概算总费用表"]
[]
["表一乙",{"$nulls":3},"金额单位：万元"]
["序  号","工 程 或 费 用 名 称","费  用","各项占总计(%)","单位投资\n(万元/KM)"]
["一","安装工程费",{"v":607.1,"d":"607.10"},76.58,47.43]
["二","辅助设施工程",null,{"v":0,"d":"0.00"},{"v":0,"d":"0.00"}]
["三","其他",{"v":154.5,"d":"154.50"},19.49,12.07]
[1,"其他费用",128.38,16.19,10.03]
[2,"编制期价差",26.12,3.29,2.04]
[null,"合计",{"v":761.6,"d":"761.60"},96.06,{"v":59.5,"d":"59.50"}]
["四","基本预备费",26.66,3.36,2.08]
[null,"静态投资合计",788.26,99.43,61.58]
["五","建设期贷款利息",4.54,0.57,0.35]
[null,"动态投资合计",{"v":792.8,"d":"792.80"},{"v":100,"d":"100.00"},61.94]
[null,"工程总投资",{"v":792.8,"d":"792.80"},{"v":100,"d":"100.00"},61.94]

{"sheet":"本体汇总","index":2,"n_rows":29,"n_cols":11,"rows_kept":29,"merged":[[0,0,0,10]],"flags":["formulas_cached_only"]}
["送电线路工程建设概算本体工程费用汇总表"]
[]
["表二乙",{"$nulls":9},"金额单位：元"]
["序  号","工程或费用名称","工地运输","土石方工程","基础工程","杆塔工程","架线工程","附件工程","合  计","单位投资\n(元/KM)","比例\n(%)"]
["一","直接工程费",599659,456704,723113,1911054,962320,293690,4946540,386448,81.48]
["1.","基本直接费",492999,375506,650599,1852732,928333,287735,4587904,358430,75.57]
["1.1","人工费",426989,325048,143253,72477,47103,4232,1019102,79617,16.79]
["1.1.1","定额人工费",420265,319929,140997,71336,46361,4165,1003053,78364,16.52]
["1.1.2","定额人工调整",6724,5119,2256,1141,742,67,16049,1254,0.26]
["1.2","材料费",780,22954,475891,1763575,868928,282589,3414717,266775,56.25]
["1.2.1","定额材料费",780,22954,57621,3192,8377,701,93625,7314,1.54]
["1.2.2","定额材料调整",0,0,0,0,0,0,0,0,{"v":0,"d":"0.00"}]
["1.2.3","装材费",null,null,418270,1760383,860551,281888,3321092,259460,{"v":54.7,"d":"54.70"}]
["1.3","施工机械费",65230,27504,31455,16680,12302,914,154085,12038,2.54]
["1.3.1","定额机械费",65230,27504,31455,16680,12302,914,154085,12038,2.54]
["1.3.2","定额机械费调整",{"$nulls":6},0]
["2.","其他直接费",37575,28604,23780,12031,7819,702,110511,8634,1.82]
["2.1","冬雨季施工增加费",19641,14952,12463,6305,4098,368,57827,4518,0.95]
["2.2","施工工具用具使用费",17934,13652,11317,5726,3721,334,52684,4116,0.87]
["3.","现场经费",69085,52594,48734,46291,26168,5253,248125,19385,4.09]
["3.1","临时设施费",7001,5332,9239,26309,13182,4086,65149,5090,1.07]
["3.2","现场管理费",62084,47262,39495,19982,12986,1167,182976,14295,3.01]
["二","间接费",216910,165127,125112,80058,48996,6649,642852,50223,10.59]
["1.","企业管理费",191846,146044,105549,53401,34705,3118,534663,41771,8.81]
["2.","财务费用",5423,4131,7157,20380,10212,3165,50468,3943,0.83]
["3.","施工机构转移费",19641,14952,12406,6277,4079,366,57721,4509,0.95]
["三","计划利润",40828,31092,42411,99556,50566,15017,279470,21834,{"v":4.6,"d":"4.60"}]
["四","税金",29537,22493,30682,72024,36582,10864,202182,15795,3.33]
["五","安装工程费",886934,675416,921318,2162692,1098464,326220,6071044,474300,{"v":100,"d":"100.00"}]

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["单 位 工 程 概 算 表"]
[]
["工地运输",{"$nulls":10},"金额单位：元"]
["定额编号","工 程 项 目 名 称","单位","数量","单  价 ",{"$nulls":3},"合  价 "]
[{"$nulls":4},"主材费","安装费","其  中",null,"主材费","安装费","其  中"]
[{"$nulls":6},"人工费","机械费",null,null,"人工费","机械费"]
[null,"人力运输"]
["YX1-33","平均运距1000m以内，线材，每件重1000kg以内","t.km",{"v":7.08,"d":"7.080"},null,191.79,175.33,16.46,null,1358,1241,117]
["YX1-34","平均运距1000m以内，线材，每件重2000kg以内","t.km",{"v":51.55,"d":"51.550"},null,213.13,194.84,18.29,null,10987,10044,943]
["YX1-36","平均运距1000m以内，金具、绝缘子、零星钢材","t.km",{"v":85.03,"d":"85.030"},null,87.91,80.37,7.54,null,7475,6834,641]
["YX1-37","平均运距1000m以内，塔材","t.km",{"v":246.13,"d":"246.130"},null,115.32,105.42,{"v":9.9,"d":"9.90"},null,28384,25947,2437]
["YX1-38","平均运距1000m以内，砂、石、水泥、石灰、砖、水、土","t.km",{"v":2501.86,"d":"2501.860"},null,{"v":76,"d":"76.00"},69.47,6.53,null,190141,173804,16337]
[null,"汽车运输",{"$nulls":7},0,0,0]
["YX1-106","线材装卸，每件重1000kg以内","t",7.084,null,62.71,6.25,55.29,null,444,44,392]
["YX1-107","线材运输，每件重1000kg以内","t.km",{"v":70.84,"d":"70.840"},null,1.13,0.28,0.85,null,80,20,60]
["YX1-108","线材装卸，每件重2000kg以内","t",51.546,null,69.66,7.59,60.06,null,3591,391,3096]
["YX1-109","线材运输，每件重2000kg以内","t.km",{"v":515.46,"d":"515.460"},null,{"v":1.2,"d":"1.20"},0.31,0.89,null,619,160,459]
["YX1-116","金具、绝缘子、零星钢材装卸","t",85.032,null,35.73,10.46,25.27,null,3038,889,2149]
["YX1-117","金具、绝缘子、零星钢材运输","t.km",{"v":850.32,"d":"850.320"},null,1.27,0.33,0.94,null,1080,281,799]
["YX1-118","塔材装卸","t",246.127,null,45.61,7.19,{"v":35.7,"d":"35.70"},null,11226,1770,8787]
["YX1-119","塔材运输","t.km",{"v":2461.27,"d":"2461.270"},null,1.41,0.35,1.06,null,3470,861,2609]
["YX1-120","砂、石、水泥、石灰、砖、水、土装卸","t",{"v":309.72,"d":"309.720"},null,25.48,7.78,{"v":17.7,"d":"17.70"},null,7892,2410,5482]
["YX1-121","砂、石、水泥、石灰、砖、水、土运输","t.km",{"v":23207.4,"d":"23207.400"},null,1.05,0.28,0.77,null,24368,6498,17870]
[null,"小计",{"$nulls":7},294153,231194,62178]
[null,"（人力运输）混凝土杆、混凝土预制品、线材的运输   "]
[null,"地形增加费","％",{"v":128,"d":"128.000"},null,{"v":11285,"d":"11285.00"},{"v":11285,"d":"11285.00"},null,null,14445,14445]
[null,"（人力运输）金具、绝缘子、零星钢材、塔材、砂、石、水泥、石灰、砖、水、土的运输"]
[null,"地形增加费","％",{"v":84,"d":"84.000"},null,206585,206585,null,null,173531,173531]
[null,"拖拉机、汽车运输"]
[null,"地形增加费","％",{"v":14,"d":"14.000"},null,{"v":29617,"d":"29617.00"},{"v":7820,"d":"7820.00"},{"v":21797,"d":"21797.00"},null,4146,1095,3052]
[null,"合计",{"$nulls":7},486275,420265,65230]

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["单 位 工 程 概 算 表"]
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["土石方工程",{"$nulls":10},"金额单位：元"]
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[{"$nulls":3},"数量",null,null,"人工费","机械费",null,null,"人工费","机械费"]
[null,"2.1    线路复测及分坑"]
["YX2-4","直线自立塔","基",{"v":19,"d":"19.000"},null,49.51,22.75,2.14,null,941,432,41]
["YX2-5","耐张（转角）自立塔","基",{"v":12,"d":"12.000"},null,67.98,35.93,3.38,null,816,431,41]
[null,"2.3    自立式铁塔坑的挖方（或爆破）及回填",{"$nulls":7},0,0,0]
["YX2-38","坚土坑，坑深3m以内","m3",{"v":651.08,"d":"651.080"},null,17.27,15.79,1.48,null,11244,10281,964]
["YX2-39","坚土坑，坑深4m以内","m3",{"v":1311.76,"d":"1311.760"},null,20.31,18.57,1.74,null,26642,24359,2282]
["YX2-42","松砂石坑，坑深3m以内","m3",{"v":2432.56,"d":"2432.560"},null,26.57,{"v":24.3,"d":"24.30"},2.27,null,64633,59111,5522]
["YX2-43","松砂石坑，坑深4m以内","m3",{"v":404.04,"d":"404.040"},null,31.71,{"v":29,"d":"29.00"},2.71,null,12812,11717,1095]
["YX2-46","岩石（爆破），坑深3m以内","m3",{"v":70.56,"d":"70.560"},null,161.81,145.86,{"v":13.7,"d":"13.70"},null,11417,10292,967]
["YX2-47","岩石（爆破），坑深4m以内","m3",{"v":1096.66,"d":"1096.660"},null,77.27,{"v":63.9,"d":"63.90"},{"v":6,"d":"6.00"},null,84739,70077,6580]
["YX2-50","岩石（人工开凿），坑深3m以内","m3",{"v":114.68,"d":"114.680"},null,161.81,145.86,{"v":13.7,"d":"13.70"},null,18556,16727,1571]
["YX2-51","岩石（人工开凿），坑深4m以内","m3",{"v":202.16,"d":"202.160"},null,77.27,{"v":63.9,"d":"63.90"},{"v":6,"d":"6.00"},null,15621,12918,1213]
[null,"2.4    接地槽挖方（或爆破）及回填",{"$nulls":7},0,0,0]
["YX2-70","坚土","m3",{"v":502.68,"d":"502.680"},null,9.32,8.53,0.79,null,4685,4288,397]
["YX2-71","松砂石","m3",1350.953,null,19.35,{"v":17.7,"d":"17.70"},1.65,null,26141,23912,2229]
["YX2-73","岩石(爆破)","m3",565.515,null,81.11,58.73,5.52,null,45869,33213,3122]
[null,"2.8  排水沟开挖",{"$nulls":7},0,0,0]
["YX2-84","坚土","m3",{"v":150,"d":"150.000"},null,5.94,5.43,0.51,null,891,815,77]
[null,"2.9    尖峰及施工基面挖方",{"$nulls":7},0,0,0]
["YX2-90","坚土","m3",{"v":200,"d":"200.000"},null,6.52,5.97,0.55,null,1304,1194,110]
["YX2-91","松砂石","m3",{"v":450,"d":"450.000"},null,11.01,10.06,0.95,null,4955,4527,428]
["YX2-93","岩石、爆破、基面","m3",{"v":350,"d":"350.000"},null,{"v":36.3,"d":"36.30"},26.34,2.47,null,12705,9219,865]
[null,"小计",{"$nulls":7},343971,293513,27504]
[null,"地形增加费","％",{"v":9,"d":"9.000"},null,293513,293513,null,null,26416,26416]
[null,"合计",{"$nulls":7},370387,319929,27504]

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["单 位 工 程 概 算 表"]
[]
["基础工程",{"$nulls":10},"金额单位：元"]
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[{"$nulls":3},"数量",null,null,"人工费","机械费",null,null,"人工费","机械费"]
[null,"现浇基础",{"$nulls":7},0,0,0]
["YX3-101","一般钢筋","t",56.855,null,469.62,266.96,108.38,null,26700,15178,6162]
["YX3-114","每基混凝土量20m3以内","m3",{"v":290.52,"d":"290.520"},null,217.99,129.51,{"v":17.4,"d":"17.40"},null,63330,37625,5055]
["YX3-115","每基混凝土量40m3以内","m3",{"v":276.92,"d":"276.920"},null,194.02,97.48,29.05,null,53728,26994,8045]
["YX3-116","每基混凝土量40m3以上","m3",{"v":191.82,"d":"191.820"},null,{"v":183.5,"d":"183.50"},93.13,27.85,null,35199,17864,5342]
[null,"保护帽浇制",{"$nulls":7},0,0,0]
["YX3-117","每基方量0.5m3以内","基",{"v":31,"d":"31.000"},null,125.73,87.54,8.23,null,3898,2714,255]
[null,"护坡、挡土墙及排洪沟砌筑",{"$nulls":7},0,0,0]
["YX3-167","排水沟 浆砌","m3",{"v":128,"d":"128.000"},null,50.38,46.06,4.32,null,6449,5896,553]
["YX3-169","护坡或挡土墙 斜坡形 浆砌","m3",{"v":300,"d":"300.000"},null,48.21,44.06,4.15,null,14463,13218,1245]
[null,"小计",{"$nulls":7},203767,119489,26657]
[null,"地形增加费","％",{"v":18,"d":"18.000"},null,146146,119489,26657,null,26306,21508,4798]
[null,"合计",{"$nulls":6},0,230073,140997,31455]

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["单 位 工 程 概 算 表"]
[]
["杆塔工程",{"$nulls":10},"金额单位：元"]
["定额编号","工程项目名称","单位","数量","单  价 ",{"$nulls":3},"合  价 "]
[{"$nulls":4},"主材费","安装费","其  中",null,"主材费","安装费","其  中"]
[{"$nulls":3},"数量",null,null,"人工费","机械费",null,null,"人工费","机械费"]
[null,"铁塔组立"]
["YX4-23","每基重量7t以内","基",{"v":17,"d":"17.00"},null,1409.12,1065.49,258.42,null,23955,18113,4393]
["YX4-24","每基重量9t以内","基",{"v":7,"d":"7.00"},null,1754.94,1342.79,320.83,null,12285,9400,2246]
["YX4-25","每基重量11t以内","基",{"v":5,"d":"5.00"},null,{"v":2353,"d":"2353.00"},1811.14,450.54,null,11765,9056,2253]
["YX4-26","每基重量13t以内","基",{"v":1,"d":"1.00"},null,2786.36,2154.24,{"v":540.8,"d":"540.80"},null,2786,2154,541]
["YX4-27","每基重量15t以内","基",{"v":1,"d":"1.00"},null,{"v":3429.8,"d":"3429.80"},2630.36,688.32,null,3430,2630,688]
["YX4-28","每基重量17t以内","基",null,null,4000.39,3077.56,787.76,null,0,0,0]
[null,"接地工程安装",{"$nulls":7},0,0,0]
["YX4-65","钢管（圆钢），每根长度200m以内","根",{"v":142,"d":"142.00"},null,42.03,35.65,3.35,null,5968,5062,476]
["YX4-69","电阻测量","次/基",{"v":31,"d":"31.00"},null,4.37,3.53,0.33,null,135,109,10]
[null,"小计",{"$nulls":7},60324,46524,10607]
[null,"地形增加费","％",{"v":60,"d":"60.00"},null,{"v":51474,"d":"51474.00"},41353,{"v":10121,"d":"10121.00"},null,30884,24812,6073]
[null,"合计",{"$nulls":7},91208,71336,16680]

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["单 位 工 程 概 算 表"]
[]
["架线工程",{"$nulls":10},"金额单位：元"]
["定额编号","工程项目名称","单位","数量","单  价 ",{"$nulls":3},"合  价 "]
[{"$nulls":4},"主材费","安装费","其  中",null,"主材费","安装费","其  中"]
[{"$nulls":3},"数量",null,null,"人工费","机械费",null,null,"人工费","机械费"]
[null,"一般架线"]
["YX5-10","导线/避雷线 (导地线截面:mm2)240/50 二根避雷线","km",9.79,null,2243.67,1520.21,455.47,null,21966,14883,4459]
["YX5-11t","导线/避雷线 (导地线截面:mm2)240/50 \n二根避雷线 双回路架线","km",3.01,null,4381.13,2922.75,{"v":857.5,"d":"857.50"},null,13187,8797,2581]
[null,"导线、避雷线跨越架设"]
["YX5-42","跨越一般公路，110KV","处",{"v":1,"d":"1.00"},null,1577.49,970.79,{"v":182.5,"d":"182.50"},null,1577,971,183]
["YX5-47","跨越一般公路，110KV","处",{"v":3,"d":"3.00"},null,1467.09,902.87,169.82,null,4401,2709,509]
["YX5-57","跨越高压电力线 110KV","处",{"v":8,"d":"8.00"},null,1670.56,1082.64,177.37,null,13364,8661,1419]
["YX5-62","跨越低压、弱电线 110KV","处",{"v":9,"d":"9.00"},null,735.38,435.22,141.88,null,6618,3917,1277]
["YX5-62t","跨越房屋、果树 110KV","处",{"v":2,"d":"2.00"},null,{"v":588.3,"d":"588.30"},348.18,{"v":113.5,"d":"113.50"},null,1177,696,227]
["YX5-70","跨越河流   240mm2以内，河宽300m以内","处",{"v":1,"d":"1.00"},null,1218.28,955.51,262.77,null,1218,956,263]
["YX5-47t ","跨越一般公路，110KV","处",null,null,2003.44,1354.31,254.73,null,0,0,0]
["YX5-57t","跨越高压电力线 110KV","处",null,null,2300.57,1623.96,266.06,null,0,0,0]
["YX5-62t","跨越低压、弱电线 110KV","处",null,null,1023.93,652.83,212.82,null,0,0,0]
["YX5-62t","跨越房屋、果树 110KV","处",null,null,819.14,522.26,170.26,null,0,0,0]
["YX5-70t","跨越河流   240mm2以内，河宽300m以内","处",null,null,1827.42,1433.27,394.16,null,0,0,0]
[null,"小计",{"$nulls":7},41542,26707,6459]
[null,"地形增加费","％",{"v":83,"d":"83.00"},null,30720,23680,7040,null,25498,19654,5843]
[null,"合计",{"$nulls":7},67040,46361,12302]

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["单 位 工 程 概 算 表"]
[]
["附件工程",{"$nulls":10},"金额单位：元"]
["定额编号","工程项目名称","单位","数量","单  价 ",{"$nulls":3},"合  价 "]
[{"$nulls":4},"主材费","安装费","其  中",null,"主材费","安装费","其  中"]
[{"$nulls":3},"数量",null,null,"人工费","机械费",null,null,"人工费","机械费"]
[null,"绝缘子串悬挂"]
["YX6-6","直线及直线换位杆塔，110KV 双串","基",8,null,{"v":71.8,"d":"71.80"},43.48,26.16,null,574,348,209]
["YX6-6t","直线及直线换位杆塔，110KV 双串","基",11,null,78.76,47.83,28.78,null,866,526,317]
[null,"预绞丝(或护线条)安装"]
["YX6-17","直线及直线换位杆塔，110KV 单导线","基",19,null,30.85,{"v":28.2,"d":"28.20"},2.65,null,586,536,50]
["YX6-17t","直线及直线换位杆塔，110KV 单导线","基",19,null,{"v":33.7,"d":"33.70"},31.02,2.92,null,640,589,55]
[null,"防震锤、间隔棒安装"]
["YX6-26","防震锤、间隔棒安装 单导线","个",627,null,3.79,2.49,0.24,null,2376,1561,150]
[null,"小计",{"$nulls":7},5042,3560,781]
[null,"地形增加费","％",{"v":17,"d":"17.00"},null,{"v":4341,"d":"4341.00"},{"v":3560,"d":"3560.00"},{"v":781,"d":"781.00"},null,738,605,133]
[null,"合计",{"$nulls":7},5780,4165,914]

{"sheet":"本体费用","index":9,"n_rows":33,"n_cols":9,"rows_kept":33,"merged":[[0,0,0,8],[2,3,2,5],[3,0,4,0],[3,1,4,1],[3,2,4,2],[3,3,3,8]],"flags":["formulas_cached_only"]}
["送电线路工程建设概算本体费用构成表"]
[]
[]
["序号","项目名称","计算公式","费 率(%)"]
[{"$nulls":3},"工地运输","土石方工程","基础工程","杆塔工程","架线工程","附件工程"]
["一","直接工程费"]
["1.","基本直接费"]
["1.1","人工费"]
["1.1.1","定额人工费","合计人工费"]
["1.1.2","定额人工费调整","定额人工费*费率",{"v":1.6,"d":"1.600"},{"v":1.6,"d":"1.600"},{"v":1.6,"d":"1.600"},{"v":1.6,"d":"1.600"},{"v":1.6,"d":"1.600"},{"v":1.6,"d":"1.600"}]
["1.2","材料费"]
["1.2.1","定额材料费","合计:安装费-合计：人工费-合计：机械费 "]
["1.2.2","定额材料调整","定额材料费*费率"]
["1.2.3","装材费","合计：装材费"]
["1.3","施工机械使用费"]
["1.3.1","定额机械费","合计：机械费"]
["1.3.2","定额机械费调整","定额机械费*费率"]
["2.","其他直接费"]
["2.1","冬雨季施工增加费","人工费*费率",{"v":4.6,"d":"4.600"},{"v":4.6,"d":"4.600"},{"v":8.7,"d":"8.700"},{"v":8.7,"d":"8.700"},{"v":8.7,"d":"8.700"},{"v":8.7,"d":"8.700"}]
["2.2","施工工具用具使用费","人工费*费率",{"v":4.2,"d":"4.200"},{"v":4.2,"d":"4.200"},{"v":7.9,"d":"7.900"},{"v":7.9,"d":"7.900"},{"v":7.9,"d":"7.900"},{"v":7.9,"d":"7.900"}]
["3.","现场经费"]
["3.1","临时设施费","基本直接费*费率",{"v":1.42,"d":"1.420"},{"v":1.42,"d":"1.420"},{"v":1.42,"d":"1.420"},{"v":1.42,"d":"1.420"},{"v":1.42,"d":"1.420"},{"v":1.42,"d":"1.420"}]
["3.2","现场管理费","人工费*费率",{"v":14.54,"d":"14.540"},{"v":14.54,"d":"14.540"},{"v":27.57,"d":"27.570"},{"v":27.57,"d":"27.570"},{"v":27.57,"d":"27.570"},{"v":27.57,"d":"27.570"}]
["二","间接费"]
["1.","企业管理费","人工费*费率",{"v":44.93,"d":"44.930"},{"v":44.93,"d":"44.930"},{"v":73.68,"d":"73.680"},{"v":73.68,"d":"73.680"},{"v":73.68,"d":"73.680"},{"v":73.68,"d":"73.680"}]
["1.1","企业基本管理费","人工费*费率",{"v":15.84,"d":"15.840"},{"v":15.84,"d":"15.840"},{"v":25.96,"d":"25.960"},{"v":25.96,"d":"25.960"},{"v":25.96,"d":"25.960"},{"v":25.96,"d":"25.960"}]
["1.2","职工基本养老保险和失业保险费","人工费*费率*20%",{"v":103,"d":"103.000"},{"v":103,"d":"103.000"},{"v":169,"d":"169.000"},{"v":169,"d":"169.000"},{"v":169,"d":"169.000"},{"v":169,"d":"169.000"}]
["1.3","工会经费\\教育经费和住房公积金","人工费*费率",{"v":8.49,"d":"8.490"},{"v":8.49,"d":"8.490"},{"v":13.92,"d":"13.920"},{"v":13.92,"d":"13.920"},{"v":13.92,"d":"13.920"},{"v":13.92,"d":"13.920"}]
["2.","财务费用","基本直接费*费率",{"v":1.1,"d":"1.100"},{"v":1.1,"d":"1.100"},{"v":1.1,"d":"1.100"},{"v":1.1,"d":"1.100"},{"v":1.1,"d":"1.100"},{"v":1.1,"d":"1.100"}]
["3.","施工机构转移费","人工费*费率",{"v":4.6,"d":"4.600"},{"v":4.6,"d":"4.600"},{"v":8.66,"d":"8.660"},{"v":8.66,"d":"8.660"},{"v":8.66,"d":"8.660"},{"v":8.66,"d":"8.660"}]
["三","计划利润","（直接工程费+间接费）*费率",{"v":5,"d":"5.000"},{"v":5,"d":"5.000"},{"v":5,"d":"5.000"},{"v":5,"d":"5.000"},{"v":5,"d":"5.000"},{"v":5,"d":"5.000"}]
["四","税金","（直接工程费+间接费+计划利润）*费率",3.445,3.445,3.445,3.445,3.445,3.445]
["五","安装工程费","直接工程费+间接费+计划利润+税金"]

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["其他费用概算表"]
["表四",null,null,"金额单位：元"]
["序号","工程或费用名称","编制依据及计算说明","总       价"]
["三","其他",null,1544965]
[1,"其他费用",null,1283812]
["⑴","建设场地征用及清理费",null,320000]
["1)","青苗赔偿费用","线路总长度×25000",320000]
["⑵","项目建设管理费",null,196127]
["1)","建设项目法人管理费",null,115549]
["a","建设项目法人管理费","安装工程费×0.73%",44319]
["b ","标书编制费(招标代理费)","38800+(安装工程费-5000000)×0.55%",71230]
["2)","前期工程费","勘测设计费×11%",57552]
["3)","电力建设标准化编制管理费","勘测设计费×1.5%",7848]
["4)","备品备件购置费","安装工程费×0.25%",15178]
["⑶","项目建设技术服务费",null,610858]
["1)","勘测设计费",null,523200]
["a","勘测费",null,223700]
["b ","设计费",null,253800]
["c","预算费",null,25400]
[" d","竣工图编制费",null,20300]
["2)","设计文件评审费","设计费×6.8%",17258]
["3)","工程监理费","12.8[km]×5000[元/km]×1.1",70400]
["⑷","生产准备费",null,81235]
["1)","管理车辆购置费","安装工程费×0.3%",18213]
["2)","工器具办公生产生活家具购置费","安装工程费×0.25%",15178]
["3)","生产职工培训及提前进厂费","安装工程费×0.13%",7892]
["4)","整套启动及分系统调试费","安装工程费×0.2%+103×270",39952]
["⑸","其他项目",null,75592]
["1)","安全施工补助费","15000[元]+(12.8-10)×500",16400]
[null,"文明施工措施费","40000[元]+(12.8-10)×1000",42800]
["2)","工程质量监督检测费","安装工程费×0.15%",9107]
["3)","预算定额编制管理劳动定额测定费","安装工程费×0.12%",7285]
[2,"编制年价差",null,261153]
["⑴","人工费价差","总工日/23.5[元/工日]×4.18[元/工日",178415]
["⑵","材机调整补差","(定额材料费+定额机械费)×29.89%",74041]
["⑶","价差税金","(人工费价差+材机调整补差+材料价差)×3.445%",8697]
["四","基本预备费","(一+二+三)×3.5%",266560]
["五","建设期贷款利息","(一+二+三+四)×0.8×3/12×5.76%/2",45404]

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["装置性材料汇总表"]
[]
["附件工程",{"$nulls":9},"金额单位：元"]
["序  号","名称及规格","单位","单重(kg)","单    价",null,null,"设计用量","施工用量","施工重量(kg)","预算价"]
[{"$nulls":3},"单重(kg)","原价","预算价","市价","设计用量","施工用量","施工重量(kg)","预算价"]
[1,"合成绝缘子   FXBW4-110/100","支",{"v":10,"d":"10.00"},{"v":478,"d":"478.00"},{"v":420,"d":"420.00"},null,{"v":381,"d":"381.000"},{"v":388.62,"d":"388.620"},3886,163220]
[2,"耐污型悬式绝缘子   XWP1-70","只",{"v":5.5,"d":"5.50"},{"v":60,"d":"60.00"},{"v":68,"d":"68.00"},null,{"v":75,"d":"75.000"},{"v":76.5,"d":"76.500"},421,5202]
[3,"悬垂线夹    XGU-2","付",{"v":1.8,"d":"1.80"},{"v":21,"d":"21.00"},{"v":23,"d":"23.00"},null,{"v":12,"d":"12.000"},{"v":12.12,"d":"12.120"},22,279]
[4,"悬垂线夹    XGU-5A","付",{"v":5.7,"d":"5.70"},{"v":54,"d":"54.00"},{"v":60,"d":"60.00"},null,{"v":12,"d":"12.000"},{"v":12.12,"d":"12.120"},69,727]
[5,"悬垂线夹    XGU-5B","付",4.73,{"v":50,"d":"50.00"},{"v":56,"d":"56.00"},null,{"v":192,"d":"192.000"},{"v":193.92,"d":"193.920"},917,10860]
[6,"耐张线夹NYG-240/30","件",2.46,{"v":102,"d":"102.00"},{"v":117,"d":"117.00"},null,{"v":96,"d":"96.000"},{"v":97.92,"d":"97.920"},241,11457]
[7,"楔形线夹NX-2","件",1.76,{"v":18,"d":"18.00"},{"v":22,"d":"22.00"},null,{"v":18,"d":"18.000"},{"v":18.18,"d":"18.180"},32,400]
[8,"并沟线夹JBB-2","件",{"v":1,"d":"1.00"},{"v":9,"d":"9.00"},{"v":10,"d":"10.00"},null,{"v":57,"d":"57.000"},{"v":57.57,"d":"57.570"},58,576]
[9,"球头挂环     QP-7","件",0.27,{"v":8,"d":"8.00"},{"v":8,"d":"8.00"},null,{"v":213,"d":"213.000"},{"v":215.13,"d":"215.130"},58,1721]
[10,"球头挂环     QP-10","件",0.32,{"v":9,"d":"9.00"},{"v":10,"d":"10.00"},null,{"v":192,"d":"192.000"},{"v":193.92,"d":"193.920"},62,1939]
[11,"碗头挂板   WS-7(W2-7)","件",0.97,{"v":11,"d":"11.00"},{"v":12,"d":"12.00"},null,{"v":201,"d":"201.000"},{"v":203.01,"d":"203.010"},197,2436]
[12,"碗头挂板   WS-10(W2-10)","件",{"v":1.2,"d":"1.20"},{"v":18,"d":"18.00"},{"v":20,"d":"20.00"},null,{"v":192,"d":"192.000"},{"v":193.92,"d":"193.920"},233,3878]
[13,"U型挂环    U-12","件",0.95,{"v":14,"d":"14.00"},{"v":17,"d":"17.00"},null,{"v":288,"d":"288.000"},{"v":290.88,"d":"290.880"},276,4945]
[14,"U型挂环    UB-7","件",0.75,{"v":10,"d":"10.00"},{"v":11,"d":"11.00"},null,{"v":204,"d":"204.000"},{"v":206.04,"d":"206.040"},155,2266]
[15,"U型螺丝    UJ-1880","件",0.85,{"v":31,"d":"31.00"},{"v":32,"d":"32.00"},null,{"v":12,"d":"12.000"},{"v":12.12,"d":"12.120"},10,388]
[16,"挂环ZH-7","件",0.85,{"v":11,"d":"11.00"},{"v":12,"d":"12.00"},null,{"v":24,"d":"24.000"},{"v":24.24,"d":"24.240"},21,291]
[17,"挂板Z-7","件",0.56,{"v":10,"d":"10.00"},{"v":11,"d":"11.00"},null,{"v":24,"d":"24.000"},{"v":24.24,"d":"24.240"},14,267]
[18,"挂板Z-10","件",0.87,{"v":12,"d":"12.00"},{"v":13,"d":"13.00"},null,{"v":291,"d":"291.000"},{"v":293.91,"d":"293.910"},256,3821]
[19,"挂板-5*70*260","件",0.71,{"v":11,"d":"11.00"},{"v":12,"d":"12.00"},null,{"v":18,"d":"18.000"},{"v":18.18,"d":"18.180"},13,218]
[20,"调整板      DB-7","件",{"v":1.7,"d":"1.70"},{"v":21,"d":"21.00"},{"v":24,"d":"24.00"},null,{"v":18,"d":"18.000"},{"v":18.18,"d":"18.180"},31,436]
[21,"调整板      DB-10","件",{"v":2.7,"d":"2.70"},{"v":31,"d":"31.00"},{"v":34,"d":"34.00"},null,{"v":96,"d":"96.000"},{"v":96.96,"d":"96.960"},262,3297]
[22,"支撑管YB234-63,1.5\" 外径φ48mm内径φ41mm 长2.5米","根",12.93,{"v":76.2,"d":"76.20"},83.82,null,{"v":8,"d":"8.000"},{"v":8.12,"d":"8.120"},105,681]
[23,"联    板        L-1240","件",4.66,{"v":58,"d":"58.00"},{"v":63,"d":"63.00"},null,{"v":192,"d":"192.000"},{"v":193.92,"d":"193.920"},904,12217]
[24,"联    板        LJ-1240","件",6.45,{"v":71,"d":"71.00"},{"v":78,"d":"78.00"},null,{"v":96,"d":"96.000"},{"v":96.96,"d":"96.960"},625,7563]
[25,"防震锤       FD-4","件",{"v":5.6,"d":"5.60"},{"v":37,"d":"37.00"},{"v":42,"d":"42.00"},null,{"v":627,"d":"627.000"},{"v":633.27,"d":"633.270"},3546,26597]
[26,"防震锤       FD-50","件",{"v":2.4,"d":"2.40"},{"v":19,"d":"19.00"},{"v":21,"d":"21.00"},null,{"v":114,"d":"114.000"},{"v":115.14,"d":"115.140"},276,2418]
[27,"预绞线护线条FYH-240/30","件",1.44,{"v":112,"d":"112.00"},{"v":117.6,"d":"117.60"},null,{"v":108,"d":"108.000"},{"v":110.16,"d":"110.160"},159,12955]
[28,"铝包带-1*10","米",0.06,{"v":20,"d":"20.00"},{"v":25,"d":"25.00"},null,{"v":33,"d":"33.000"},{"v":33.33,"d":"33.330"},2,833]
[29,"普通圆钢甲沸  基础钢筋","吨",{"v":1000,"d":"1000.00"},{"v":3248,"d":"3248.00"},{"v":3492,"d":"3492.00"},null,56.855,61.403,61403,214419]
[30,"普通圆钢甲沸  接地钢筋","吨",{"v":1000,"d":"1000.00"},{"v":3248,"d":"3248.00"},{"v":3492,"d":"3492.00"},null,{"v":9.2,"d":"9.200"},9.936,9936,34697]
[49,"附件主材",{"$nulls":9},281888]
[50,"合计  金具、绝缘子、零星钢材重量",{"$nulls":7},84190,0]
[31,"普通425＃水泥","吨",{"v":1000,"d":"1000.00"},{"v":200,"d":"200.00"},395.08,null,289.458,{"v":309.72,"d":"309.720"},309720,122364]
[32,"黄砂、中砂","吨",{"v":1000,"d":"1000.00"},{"v":12,"d":"12.00"},20.74,null,607.861,717.276,717276,14876]
[33,"碎石，最大粒径25mm","吨",{"v":1000,"d":"1000.00"},{"v":24,"d":"24.00"},30.07,null,922.881,1061.313,1061313,31914]
[34,"塔材 角钢","吨",{"v":1000,"d":"1000.00"},{"v":6850,"d":"6850.00"},{"v":7200,"d":"7200.00"},null,217.692,{"v":218.78,"d":"218.780"},218780,1575216]
[36,"杆塔地脚螺栓","吨",{"v":1000,"d":"1000.00"},{"v":6000,"d":"6000.00"},{"v":6300,"d":"6300.00"},null,{"v":12.97,"d":"12.970"},13.035,13035,82121]
[37,"镀锌螺栓  ","吨",{"v":1000,"d":"1000.00"},{"v":6850,"d":"6850.00"},{"v":7200,"d":"7200.00"},null,13.895,14.312,14312,103046]
[75,"杆塔主材",{"$nulls":9},1760383]
[38,"稀土钢芯铝绞线LGJX-240/30","吨",{"v":1000,"d":"1000.00"},{"v":16000,"d":"16000.00"},{"v":17000,"d":"17000.00"},null,{"v":43.73,"d":"43.730"},44.823,44823,761991]
[39,"良导体地线JLB23-55","吨",{"v":1000,"d":"1000.00"},{"v":16000,"d":"16000.00"},{"v":16000,"d":"16000.00"},null,6.069,{"v":6.16,"d":"6.160"},6160,98560]
[86,"架线主材",{"$nulls":9},860551]
[]
[]
[null,"合计",{"$nulls":8},3321092]

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["综合地形增加率表"]
[]
[]
["定额名称","项    目","地形增加系数",{"$nulls":4},"地形比例(%)",{"$nulls":5},"综合地形增加率(%)"]
[null,null,"丘陵","山地","高山\n大岭","泥沼","河网","平地","丘陵","山地","高山大岭","泥沼","河网","预算价"]
["工地运输","(人工运输）混凝土杆.混凝土预制品,线材的运输",40,150,300,70,null,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":128,"d":"128.00"}]
["工地运输","(人工运输）金具,绝缘子,零星钢材,塔材,砂,石,石灰,土,水泥,水的运输",20,100,150,40,null,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":84,"d":"84.00"}]
["工地运输","拖拉机，汽车运输",20,80,{"$nulls":3},{"v":60,"d":"60.00"},{"v":30,"d":"30.00"},{"v":10,"d":"10.00"},{"$nulls":3},{"v":14,"d":"14.00"}]
["土石方工程",null,5,10,20,10,5,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":9,"d":"9.00"}]
["基础工程",null,10,20,40,40,10,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":18,"d":"18.00"}]
["杆塔工程",null,20,70,110,70,20,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":60,"d":"60.00"}]
["架线工程","一般架线",15,100,150,40,10,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":83,"d":"83.00"}]
["架线工程","张力架线",5,40,80,20,5,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":33,"d":"33.00"}]
["附件工程",null,5,20,50,10,5,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":17,"d":"17.00"}]
["光缆工程",null,5,40,80,20,5,null,{"v":20,"d":"20.00"},{"v":80,"d":"80.00"},{"$nulls":3},{"v":33,"d":"33.00"}]
[]
[]
[null,"地形D0201","02","03","04","05","06","合计"]
[null,"丘陵"]
[null,"山地",13.17,12.89,4.88,8.68000000000002,null,39.62,0.284892500179766]
[null,"高山",13.11,25.78,28.62,27.26,4.67999999999998,99.45,0.715107499820234]
[{"$nulls":7},139.07]
[null,"合计"]

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["土石方量计算表"]
[]
["基础型号","基础代码","A","×","B","×","H","a","a1","基坑类型","坑深(m)","坑径(m)","操作裕度(m)","边坡系数","每坑方量(m3)","坑数","合计方量(m)","每坑\n钢筋(kg)",null,"每坑砼C20(m3)","每坑砼\nC10(m3)","每基砼\n(m3)","总\n钢筋(kg)",null,"总砼C20(m3)","总砼\nC10(m3)"]
[{"$nulls":17},"20MnSi","Q235",{"$nulls":3},"20MnSi","Q235"]
[null,"坚土坑深3米以内",{"$nulls":14},{"$error":"#REF!"}]
["JYC4416",null,4.4,null,4.4,null,1.6,4.8,5.12,"坚土",{"v":1.6,"d":"1.60"},null,{"v":0.2,"d":"0.20"},{"v":0.1,"d":"0.10"},39.38,4,157.52,{"v":518.6,"d":"518.60"},null,17.17,null,68.68,{"v":2074.4,"d":"2074.40"},{"v":0,"d":"0.00"},68.68,{"v":0,"d":"0.00"}]
["Z2828",null,2.8,null,2.8,null,2.8,3.2,4.432,"坚土",{"v":2.8,"d":"2.80"},null,{"v":0.2,"d":"0.20"},0.22,41.13,12,493.56,{"v":317.8,"d":"317.80"},{"v":30.5,"d":"30.50"},4.44,null,17.76,{"v":3813.6,"d":"3813.60"},{"v":366,"d":"366.00"},53.28,{"v":0,"d":"0.00"}]
["JLCG5035",null,5,null,5,null,3.5,5.4,7.5,"坚土",{"v":3.5,"d":"3.50"},null,{"v":0.2,"d":"0.20"},{"v":0.3,"d":"0.30"},{"v":146.9,"d":"146.90"},4,{"v":587.6,"d":"587.60"},{"v":181.7,"d":"181.70"},null,17.17,null,68.68,{"v":726.8,"d":"726.80"},{"v":0,"d":"0.00"},68.68,{"v":0,"d":"0.00"}]
["JL3239",null,3.2,null,3.2,null,3.9,3.6,5.94,"坚土",{"v":3.9,"d":"3.90"},null,{"v":0.2,"d":"0.20"},{"v":0.3,"d":"0.30"},90.52,8,724.16,{"v":743.3,"d":"743.30"},{"v":68.4,"d":"68.40"},8.04,null,32.16,{"v":5946.4,"d":"5946.40"},{"v":547.2,"d":"547.20"},64.32,{"v":0,"d":"0.00"}]
["JY3820",null,3.8,null,3.8,null,2,4.2,4.2,"岩石(爆破)",{"v":2,"d":"2.00"},null,{"v":0.2,"d":"0.20"},null,35.28,2,70.56,{"v":414.6,"d":"414.60"},{"v":35.2,"d":"35.20"},6.82,null,27.28,{"v":829.2,"d":"829.20"},{"v":70.4,"d":"70.40"},13.64,{"v":0,"d":"0.00"}]
["JL4337",null,4.3,null,4.3,null,3.7,4.7,4.7,"岩石(爆破)",{"v":3.7,"d":"3.70"},null,{"v":0.2,"d":"0.20"},null,81.73,2,163.46,{"v":1079.7,"d":"1079.70"},{"v":83.2,"d":"83.20"},{"v":13,"d":"13.00"},null,52,{"v":2159.4,"d":"2159.40"},{"v":166.4,"d":"166.40"},{"v":26,"d":"26.00"},{"v":0,"d":"0.00"}]
["JL3236",null,3.2,null,3.2,null,3.6,3.6,3.6,"岩石(爆破)",{"v":3.6,"d":"3.60"},null,{"v":0.2,"d":"0.20"},null,46.66,20,{"v":933.2,"d":"933.20"},{"v":628.9,"d":"628.90"},{"v":60.8,"d":"60.80"},7.04,null,28.16,{"v":12578,"d":"12578.00"},{"v":1216,"d":"1216.00"},{"v":140.8,"d":"140.80"},{"v":0,"d":"0.00"}]
["Z2828",null,2.8,null,2.8,null,2.8,3.2,3.2,"岩石(人工开凿)",{"v":2.8,"d":"2.80"},null,{"v":0.2,"d":"0.20"},null,28.67,4,114.68,{"v":317.8,"d":"317.80"},{"v":30.5,"d":"30.50"},4.44,null,17.76,{"v":1271.2,"d":"1271.20"},{"v":122,"d":"122.00"},17.76,{"v":0,"d":"0.00"}]
["JL3239",null,3.2,null,3.2,null,3.9,3.6,3.6,"岩石(人工开凿)",{"v":3.9,"d":"3.90"},null,{"v":0.2,"d":"0.20"},null,50.54,4,202.16,{"v":743.3,"d":"743.30"},{"v":68.4,"d":"68.40"},8.04,null,32.16,{"v":2973.2,"d":"2973.20"},{"v":273.6,"d":"273.60"},32.16,{"v":0,"d":"0.00"}]
["Z2828",null,2.8,null,2.8,null,2.8,3.2,5.048,"松砂石",{"v":2.8,"d":"2.80"},null,{"v":0.2,"d":"0.20"},0.33,48.42,12,581.04,{"v":317.8,"d":"317.80"},{"v":30.5,"d":"30.50"},4.44,null,17.76,{"v":3813.6,"d":"3813.60"},{"v":366,"d":"366.00"},53.28,{"v":0,"d":"0.00"}]
["JY4120",null,4.1,null,4.1,null,2,4.5,5.82,"松砂石",{"v":2,"d":"2.00"},null,{"v":0.2,"d":"0.20"},0.33,53.54,2,107.08,{"v":619.8,"d":"619.80"},null,13.63,null,54.52,{"v":1239.6,"d":"1239.60"},{"v":0,"d":"0.00"},27.26,{"v":0,"d":"0.00"}]
["Z2426",null,2.4,null,2.4,null,2.6,2.8,4.516,"松砂石",{"v":2.6,"d":"2.60"},null,{"v":0.2,"d":"0.20"},0.33,35.43,36,1275.48,{"v":269.1,"d":"269.10"},{"v":15.6,"d":"15.60"},3.38,null,13.52,{"v":9687.6,"d":"9687.60"},{"v":561.6,"d":"561.60"},121.68,{"v":0,"d":"0.00"}]
["Z2725",null,2.7,null,2.7,null,2.5,3.1,4.75,"松砂石",{"v":2.5,"d":"2.50"},null,{"v":0.2,"d":"0.20"},0.33,39.08,12,468.96,{"v":255.2,"d":"255.20"},{"v":24.1,"d":"24.10"},3.71,null,14.84,{"v":289.2,"d":"289.20"},44.52,{"v":0,"d":"0.00"}]
["JL5035",null,5,null,5,null,3.5,5.4,9.6,"松砂石",{"v":3.5,"d":"3.50"},null,{"v":0.2,"d":"0.20"},{"v":0.6,"d":"0.60"},202.02,2,404.04,{"v":1370.6,"d":"1370.60"},null,13.63,null,54.52,{"v":2741.2,"d":"2741.20"},{"v":0,"d":"0.00"},27.26,{"v":0,"d":"0.00"}]
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[]
[]
[]
["      "]
[]
[]
["顺昌洋口水电站~华阳变110kＶ线路工程"]
[]
[]
[]
["      概  算  书 "]
[]
[]
[]
[]
["南平电力勘察设计所"]
[]
["证书等级：丙级     证书编号：135113-sb"]
[]
["二 ○○ 五 年  九  月   福 州"]

{"sheet":"封二","index":15,"n_rows":17,"n_cols":2,"rows_kept":17,"flags":["formulas_cached_only"]}
[]
[]
[]
[]
[null,"    批                    准："]
[]
[]
[]
[null,"    审                   核："]
[]
[]
[]
[null,"  校         核："]
[]
[]
[]
[null,"  编         制："]

{"sheet":"目录","index":16,"n_rows":17,"n_cols":2,"rows_kept":17,"flags":["formulas_cached_only"]}
[null,"目                       录"]
[null,"一.    编制说明 ………………………………………………………………………………………………………………………………   1"]
[null,"二.    概算总费用表 …………………………………………………………………………………………………………………………   3"]
[null,"三.    本体工程费用汇总表 …………………………………………………………………………………………………………………   4"]
[null,"四.    单位工程预算表 ………………………………………………………………………………………………………………………   6"]
[null,"  1.    工地运输工程 …………………………………………………………………………………………………………………………   6"]
[null,"  2.    土石方工程  ……………………………………………………………………………………………………………………………  8"]
[null,"  3.    基础工程  ……………………………………………………………………………………………………………………………     10"]
[null,"  4.    杆塔工程………………………………………………………………………………………………………………………………   11"]
[null,"  5.    架线工程………………………………………………………………………………………………………………………………   12"]
[null,"  6.    附件工程 ………………………………………………………………………………………………………………………………  13"]
[null,"五.    本体工程费用构成表 …………………………………………………………………………………………………………………  14"]
[null,"六.    工程其他费用表………………………………………………………………………………………………………………………   16"]
[null,"七.    装置性材料汇总表 ……………………………………………………………………………………………………………………  19"]
[null,"八.    综合地形增加率表 ……………………………………………………………………………………………………………………  22"]
[null,"九.    土方量计算表…………………………………………………………………………………………………………………………   23"]
[null,"十一.    工地运输量计算表…………………………………………………………………………………………………………………   "]

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["工 地 运 输 量 计 算 表"]
[]
[]
["材 料 名 称","运输量t","运输方式"]
[null,null,"人力",null,"汽车",null,"拖拉机"]
[null,null,"运距(km)","运输量(t.km)","运距(km)","运输量(t.km)","运距(km)","运输量(10t.km)"]
["线材 每件重1000kg以内",7.084,{"v":1,"d":"1.0"},7.08,10,70.84]
["线材 每件重2000kg以内",51.546,{"v":1,"d":"1.0"},51.55,10,515.46]
["金具、绝缘子、零星钢材",85.032,{"v":1,"d":"1.0"},85.03,10,850.32]
["塔材",246.127,{"v":1,"d":"1.0"},246.13,10,2461.27]
["砂、石、水泥、石灰、砖、水、土",2320.74,null,null,10,{"v":23207.4,"d":"23207.40"}]
["砂、石、水泥、石灰、砖、水、土",2501.86,{"v":1,"d":"1.0"},2501.86]

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["勘测设计费计算书"]
[]
["一、依据：国家计委、建设部《工程勘测设计收费标准》2002年修订本"]
["工程概况：新建路线路工程"]
["复杂程度赋分值"]
["因素分类","地形","通视通行","地物","工程地质","水文气象"]
[null,"地形起伏变化很大，高差在＞150m的山区","高草、高农作物、树林、竹林隐蔽地区面积＞50%","房屋、道路、水系≤20%","地质构造较复杂、地层岩性较复杂","水文情势较复杂"]
["复杂程度","V类","V","II","III","III"]
["分值",14,36,2,8,3]
[]
["合计",63]
["综合复杂程度IV.765类",null,0.764705882352941]
["二、勘测费"]
["1、","初设勘测"]
[null,"(1436+(1881-1436)*0.765)*12.8/10000",null,null,2.27,"万元"]
["2、","施设勘测"]
[null,"(1436+(1881-1436)*0.765)*4*12.8*(1+1.2+1.15+1.15+1.3-4)/10000",null,null,16.37,"万元"]
["3、","工程勘察作业准备费","(初设勘测+施设勘测)*20%",null,3.73,"万元"]
["4、","合计",null,null,22.37,"万元"]
["三、","设计费"]
["1、","工程本体及试运转总投资为",null,611.0996,null,"万元"]
["2、","设计收费基价："]
[{"$nulls":4},24.88,"万元"]
["3、","基本设计收费","设计收费基价*0.85*1.2",null,25.38,"万元"]
["四、","预算费:","基本设计收费*10%",null,2.54,"万元"]
["五、","竣工图编制费","基本设计收费*8%",null,2.03,"万元"]
["六、","勘测设计费总计","二+三+四+五",null,52.32,"万元"]
[]
[]
["注：1.2—稳定性评价；1.15 -双回路；1.15 -塔基地形测量；1.3-土壤电率、大地导电率系数"]

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["线路总长",12.8,"公里"]