{"text_format":"1","workbook":"xlsx","n_sheets":8,"sheets":["汇总","建.","建","机电","金","临时","措","其他"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":29,"defined_names":105,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"汇总","index":0,"n_rows":19,"n_cols":4,"rows_kept":19,"cut":false,"hidden":false,"merged":[[0,0,0,3]]}
["工程项目总价（汇总）表"]
["工程名称：轮台县2023年塔里木河干流生态综合治理项目"]
["合同编号："]
["序号","工程项目名称","金额(元)","备注"]
["一","建筑工程"]
["二","机电设备及安装工程"]
["三","金属结构设备及安装工程"]
["四","安全监测设备采购及安装工程"]
["五","临时工程（总价承包项目）"]
["六","措施项目"]
["（1）","水土保持措施费"]
["（2）","环境保护措施费"]
["（3）","安全、文明生产措施费+维稳措施费",null,"按现行文件规定执行"]
["七","其他项目",{"$f":"SUM(C15:C18)","v":30000}]
["（1）","备用金",{"$f":"其他!C6","v":20000}]
["（2）","防疫费",{"$f":"其他!C7","v":10000}]
[]
[]
["八","合计"]

{"sheet":"建.","index":1,"n_rows":67,"n_cols":7,"rows_kept":67,"cut":false,"hidden":false,"merged":[[0,0,0,5]]}
["建筑工程分类分项工程量清单计价表"]
[{"$f":"汇总!A2","v":"工程名称：轮台县2023年塔里木河干流生态综合治理项目"}]
[{"$f":"[29]汇总!A3","v":"合同编号："}]
["序号","工程或费用名称","单位","数量","单价","合价","备注"]
[null,"建筑工程"]
["一、","人工造林","亩",4500]
[1.1,"人工造林"]
["1.1.1","整地（含人工费等费用）","亩",4500]
["1.1.2","栽植（含人工等费用）","亩",4500]
["1.1.3","栽后二次浇灌（含人工等费用）","亩",4500]
[1.2,"苗木"]
["1.2.1","白蜡，地径≥3CM，苗高≥300CM","株",9100]
["1.2.2","杜梨，地径≥0.9CM，苗高≥130CM","株",4500]
["1.2.3","海棠，地径≥1.2CM，苗高≥130CM","株",2700]
["1.2.4","红叶李，苗高≥70CM，胸径≥1.5CM，有15个以上饱满芽\n","株",4550]
["1.2.5","胡杨，地径≥0.8CM，苗高≥130CM","株",1000]
["1.2.6","泡桐，地径≥1.4CM，苗高≥130CM","株",400]
["1.2.7","青杨，地径≥1.6CM，苗高≥240CM","株",329600]
["1.2.8","桑树，地径≥0.9CM，苗高≥130CM","株",1100]
["1.2.9","杏树，苗高≥130CM，胸径≥1.5CM，主干上 40~60cm 茎段内有 8 个以上饱满芽\n","株",160000]
["1.2.10","长枝榆，地径≥3CM，苗高≥240CM","株",1800]
[1.3,"抚育管理"]
["1.3.1","施有机肥",{"$f":"C10","v":"亩"},4500]
["1.3.2","病虫害防治",{"$f":"C23","v":"亩"},4500]
["1.3.3","抚育（含人工费、修枝、除草、灌溉等费用）",{"$f":"C24","v":"亩"},4500]
["1.3.4","管护（含人工费等费用）",{"$f":"C24","v":"亩"},4500]
["二、","退化林修复项目"]
[2.1,"退化林修复项目"]
["2.1.1","病腐木采伐清\n运","亩",200]
["2.1.2","整地（人工费等费用，含树蔸清除）","亩",200]
["2.1.3","栽植（含人工费等费用）","亩",200]
["2.1.4","栽后二次浇灌（含人工等费用）","亩",200]
[2.2,"苗木","株"]
["2.2.1","白蜡，地径≥3CM，苗高≥300CM","株",2790]
["2.2.2","柳树，地径≥1.7CM，苗高≥230CM","株",10000]
["2.2.3","沙枣，地径≥1.4CM，苗高≥120CM","株",7110]
["2.2.4","胡杨，地径≥0.8CM，苗高≥100CM","株",2790]
["2.2.5","青杨，地径≥1.6CM，苗高≥240CM","株",73640]
["2.2.6","桑树，地径≥0.8CM，苗高≥130CM","株",10720]
["2.2.7","长枝榆，地径≥3CM，苗高≥240CM","株",2790]
[2.3,"抚育"]
["2.3.1","施有机肥",{"$f":"C31","v":"亩"},2000]
["2.3.2","病虫害防治",{"$f":"C42","v":"亩"},2000]
["2.3.3","抚育（含人工费、修枝、除草、灌溉等费用）","亩",2000]
["2.3.4","管护（含人工费等费用）","亩",2000]
["三、","封山育林"]
[3.1,"封山育林"]
["3.1.1","围栏（长度含野生动物通道 11 处）。围栏质量标准按照《中华人民共和国机械行业标准》编结网围栏技术条件以及《新疆草原建设项目围栏建设标准》（NY/T 635-2002）执行。\n（1）刺丝采用国标，主丝用 12号铁丝，刺用 14号铁丝。（2） 挂线桩材料规格: ∠40x40 等边角铁，高度按设计。立柱间距:挂线柱间距 5m，水平拉刺丝5道，刺丝间距 30cm，对角线拉刺丝2 道。按设计要求增设加强桩。","m",33500]
["3.1.2","封禁牌 ，采用金属结构，采用金属结构，4.7 m×3m，支架高 2.7m，牌面3m×2m；角钢规格为 L50×50×4mm，牌面铁皮厚 3mm；角钢下端各埋设 1 个500×500×500mmC20 混凝土墩，用Φ8 人字形钢筋焊接于角钢，锚入混凝土墩内；牌面文字用汉、维两种文字标明工程\n项目名称、四至范围、封育面积、封育年限、封育方式、封育措施、项目责任人、监督电话、项目区规划图等。","块",5]
["3.1.3","标志牌 ，采用金属结构，2.4m×1.2m，支架高 1.3m，牌面 1.1m×1.2m。角钢规格：L50×50×4mm，牌面铁皮厚 3mm，标志牌内容除表明牌所在位置为边界外，还应附相关规定及规章制度，起到提醒、警示作用等.","块",10]
[3.2,"引洪渠道 （引洪渠上口宽 3 米、下口宽 1.2 米，深 0.8 米）","m³",70610.4,null,null,"引洪渠道长42.03KM"]
[3.3,"播种"]
["3.3.1","骆驼刺（含种子、人工等费用）","KG",1000]
["3.3.2","白刺（含种子、人工等费用）","KG",1000]
["3.3.3","芦苇（含种子、人工等费用）","KG",500]
["3.3.4","柽柳种子（含种子、人工等费用）","KG",1200]
["3.3.5","梭梭种子（含种子、人工等费用）","KG",1500]
["3.3.6","盐穗木（含种子、人工等费用）","KG",1500]
["3.3.7","整地开沟（沟深 10-40cm），根据地势高低情况合理开沟，平均每亩开沟长度150米\n","亩",11310]
["四","改良草原"]
[4.1,"施肥","吨",400]
[4.2,"施肥费用（无人机施肥）","亩",10000]
[4.3,"毒害草防治","亩",10000]
[4.4,"鼠害防治（灭鼠采用 C 型肉毒梭菌）","亩",10000]
[4.5,"漫灌开沟（沟深为 10-40cm 之间），根据地势高低情况合理开沟，平均每亩开沟长度150米","亩",3000]
[4.6,"引洪渠（引洪渠上口宽 3 米、下口宽 1.2 米，深 0.8 米）","m³",4116,null,null,"引洪渠道长2.45KM"]
[4.7,"拦洪坝，拦洪坝3处，就近取含卵石的砂石混合土筑土坝，坝高1.5米，上宽3.0米，下宽4.5 米，长12米。\n","m³",202.5]

{"sheet":"建","index":2,"n_rows":180,"n_cols":11,"rows_kept":180,"cut":false,"hidden":true,"merged":[[0,0,0,5]]}
["建筑工程分类分项工程量清单计价表"]
[{"$f":"汇总!A2","v":"工程名称：轮台县2023年塔里木河干流生态综合治理项目"}]
[{"$f":"汇总!A3","v":"合同编号："}]
["序号","工程或费用名称","单位","数量","单价","合价","备注"]
[null,"第一部分  建筑工程",null,null,null,{"$f":"F6+F111","v":{"$error":"#REF!"}},null,null,null,null,{"$f":"F6+F111","v":{"$error":"#REF!"}}]
["1","灌溉排水工程",null,null,null,{"$f":"F7+F24","v":{"$error":"#REF!"}},null,null,{"$f":"H7-F5","v":{"$error":"#REF!"}},{"$f":"SUM(J1:J158)","v":1261153646998}]
["1.1","斗渠工程","km",8.27,null,{"$f":"SUM(F8:F23)","v":{"$error":"#REF!"}},null,{"$f":"SUM(H8:H143)","v":8293558.02},{"$f":"SUM(I8:I143)","v":{"$error":"#REF!"}},{"$f":"SUM(J8:J143)","v":{"$error":"#REF!"}}]
["1.1.1","土方清基","m³",8528.1,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"E8*D8","v":{"$error":"#REF!"}},2.55,{"$f":"G8*D8","v":21746.66},{"$f":"H8-F8","v":{"$error":"#REF!"}},{"$f":"F8","v":{"$error":"#REF!"}}]
["1.1.2","土方开挖","m³",11550,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"E9*D9","v":{"$error":"#REF!"}},2.86,{"$f":"G9*D9","v":33033},{"$f":"H9-F9","v":{"$error":"#REF!"}},{"$f":"F9","v":{"$error":"#REF!"}}]
["1.1.3","土方回填（外运2km）","m³",19197.05,{"$f":"#REF!+#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},22.35,429054.07,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.1.4","砂砾石垫层","m³",8612.83,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},93.41,804524.45,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.1.5","C30现浇渠道边坡板及底板（二级配，W6，F200，普通硅酸酸盐）","m³",1941.59,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},666.77,1294593.96,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.1.6","C30现浇渠道封顶板（二级配，W6，F200，普通硅酸酸盐）","m³",291.9,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},666.77,194630.16,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.1.7","C30现浇砼隔墙（30cm厚）（二级配，W6，F200，普通硅酸酸盐）","m³",5.6,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,3718.9,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.1.8","模板制作与安装","m2",1494.52,{"$f":"#REF!/100","v":{"$error":"#REF!"}},{"$error":"#REF!"},66.39,99221.18,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.1.9","一布一膜","m2",25967.75,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},15.55,403798.51,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.1.10","高压闭孔板","m³",31.57,{"$f":"4500","v":4500},142065,4583.02,144685.94,2620.94,142065]
["1.1.11","聚氨酯","m³",10.87,{"$f":"23500","v":23500},255445,22646.6,246168.54,-9276.46,255445]
["1.1.12","砼拆旧","m³",482.42,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},79.34,38275.2,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.1.13","挖树根就近堆放（胸径10-20cm）","棵",1830,1.36,2488.8,1.36,2488.8,0,2488.8]
["1.1.14","挖树根就近堆放（胸径20-30cm）","棵",1372,2.35,3224.2,2.35,3224.2,0,3224.2]
["1.1.15","挖树根就近堆放（胸径30-40cm）","棵",915,2.85,2607.75,2.85,2607.75,0,2607.75]
["1.1.16","挖树根就近堆放（胸径40-50cm）","棵",457,3.46,1581.22,3.46,1581.22,0,1581.22]
["1.2","渠系建筑物","座",{"$f":"D25+D40+D55+D67+D79+D96","v":94},null,{"$f":"F25+F40+F55+F67+F79+F96","v":{"$error":"#REF!"}}]
["1.2.1","节制单侧分水闸","座",20,null,{"$f":"SUM(F26:F39)","v":{"$error":"#REF!"}}]
["1.2.1.1","挖方  Ⅱ类土","m3",1559.58,{"$f":"E9","v":{"$error":"#REF!"}},{"$f":"E26*D26","v":{"$error":"#REF!"}},2.94,{"$f":"G26*D26","v":4585.17},{"$f":"H26-F26","v":{"$error":"#REF!"}},{"$f":"F26","v":{"$error":"#REF!"}}]
["1.2.1.2","填方  Ⅱ类土","m3",593.5,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},23,{"$f":"G27*D27","v":13650.5},{"$f":"H27-F27","v":{"$error":"#REF!"}},{"$f":"F27","v":{"$error":"#REF!"}}]
["1.2.1.3","C30现浇砼（闸墩）  （二级配，W6，F200，普通硅酸酸盐）","m3",105.88,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},609.82,64567.74,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.4","C30现浇砼（底板） （二级配，W6，F200，普通硅酸酸盐）","m3",30.05,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},689.57,20721.58,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.5","C30现浇砼（隔墙）  （二级配，W6，F200，普通硅酸酸盐）","m3",85.27,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,56626.95,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.6","C30钢筋砼（工作桥） （二级配，W6，F200，普通硅酸酸盐）","m3",1.64,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},668.08,1095.65,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.7","C30现浇砼（扭面）","m3",112.82,{"$f":"E30","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,74922.63,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.8","砂砾石垫层","m3",59.93,{"$f":"E11","v":{"$error":"#REF!"}},{"$error":"#REF!"},93.41,5598.06,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.9","P651橡胶止水带","m",132,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},86.56,11425.92,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.10","聚氨酯","m3",0.05,{"$f":"E18","v":23500},1175,22646.6,1132.33,-42.67,1175]
["1.2.1.11","高压闭孔板","m3",0.74,{"$f":"4500","v":4500},3330,4583.02,3391.43,61.43,3330]
["1.2.1.12","防腐沥青涂抹二道","m2",474.82,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},23.09,10963.59,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.13","钢筋","t",0.28,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},9139.46,2559.05,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.1.14","模板制作与安装","m2",1630.78,{"$f":"E15","v":{"$error":"#REF!"}},{"$error":"#REF!"},66.39,108267.48,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2","节制双侧分水闸（梯形）","座",5,null,{"$f":"SUM(F41:F54)","v":{"$error":"#REF!"}}]
["1.2.2.1","挖方  Ⅱ类土","m3",436.17,{"$f":"E26","v":{"$error":"#REF!"}},{"$error":"#REF!"},2.94,{"$f":"G41*D41","v":1282.34},{"$f":"H41-F41","v":{"$error":"#REF!"}},{"$f":"F41","v":{"$error":"#REF!"}}]
["1.2.2.2","填方  Ⅱ类土","m3",167.13,{"$error":"#REF!"},{"$error":"#REF!"},23,{"$f":"G42*D42","v":3843.99},{"$f":"H42-F42","v":{"$error":"#REF!"}},{"$f":"F42","v":{"$error":"#REF!"}}]
["1.2.2.3","C30现浇砼（闸墩）  （二级配，W6，F200，普通硅酸酸盐）","m3",34.25,{"$error":"#REF!"},{"$error":"#REF!"},609.82,20886.34,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.4","C30现浇砼（底板） （二级配，W6，F200，普通硅酸酸盐）","m3",8.28,{"$error":"#REF!"},{"$error":"#REF!"},689.57,5709.64,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.5","C30现浇砼（隔墙）  （二级配，W6，F200，普通硅酸酸盐）","m3",25.32,{"$error":"#REF!"},{"$error":"#REF!"},664.09,16814.76,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.6","C30钢筋砼（工作桥） （二级配，W6，F200，普通硅酸酸盐）","m3",0.58,{"$error":"#REF!"},{"$error":"#REF!"},668.08,387.49,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.7","C30现浇砼（扭面）","m3",30.11,{"$f":"E30","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,19995.75,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.8","砂砾石垫层","m3",16.48,{"$f":"E33","v":{"$error":"#REF!"}},{"$error":"#REF!"},93.41,1539.4,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.9","P651橡胶止水带","m",38.2,{"$error":"#REF!"},{"$error":"#REF!"},86.56,3306.59,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.10","聚氨酯","m3",0.02,23500,470,22646.6,452.93,-17.07,470]
["1.2.2.11","高压闭孔板","m3",0.21,4500,945,4583.02,962.43,17.43,945]
["1.2.2.12","防腐沥青涂抹二道","m2",115.54,{"$error":"#REF!"},{"$error":"#REF!"},23.09,2667.82,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.13","钢筋","t",0.11,{"$error":"#REF!"},{"$error":"#REF!"},9139.46,1005.34,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.2.14","模板制作与安装","m2",441.37,{"$error":"#REF!"},{"$error":"#REF!"},66.39,29302.55,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.3","单侧分水闸（梯形）","座",41,null,{"$f":"SUM(F56:F66)","v":{"$error":"#REF!"}}]
["1.2.3.1","挖方  Ⅱ类土","m3",784.5,{"$f":"E41","v":{"$error":"#REF!"}},{"$f":"E56*D56","v":{"$error":"#REF!"}},2.94,{"$f":"G56*D56","v":2306.43},{"$f":"H56-F56","v":{"$error":"#REF!"}},{"$f":"F56","v":{"$error":"#REF!"}}]
["1.2.3.2","填方  Ⅱ类土","m3",313.8,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"E57*D57","v":{"$error":"#REF!"}},23,{"$f":"G57*D57","v":7217.4},{"$f":"H57-F57","v":{"$error":"#REF!"}},{"$f":"F57","v":{"$error":"#REF!"}}]
["1.2.3.3","C30现浇砼（闸墩）（二级配，W6，F200，抗硫酸盐）","m3",38.05,{"$f":"E43","v":{"$error":"#REF!"}},{"$error":"#REF!"},609.82,23203.65,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.3.4","C30现浇砼（底板）二级配，W6，F200，抗硫酸盐","m3",74.7,{"$f":"E44","v":{"$error":"#REF!"}},{"$error":"#REF!"},689.57,51510.88,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.3.5","C30现浇砼（隔墙）二级配，W6，F200，抗硫酸盐","m3",10.01,{"$f":"E45","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,6647.54,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.3.6","砂砾石垫层","m3",46.1,{"$f":"E48","v":{"$error":"#REF!"}},{"$error":"#REF!"},93.41,4306.2,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.3.7","P651橡胶止水带","m",101.2,{"$f":"E49","v":{"$error":"#REF!"}},{"$error":"#REF!"},86.56,8759.87,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.3.8","聚氨酯","m3",0.04,{"$f":"E50","v":23500},940,22646.6,905.86,-34.14,940]
["1.2.3.9","高压闭孔板","m3",0.57,{"$f":"E51","v":4500},2565,4583.02,2612.32,47.32,2565]
["1.2.3.10","防腐沥青涂抹二道","m2",846.13,{"$f":"E52","v":{"$error":"#REF!"}},{"$error":"#REF!"},23.09,19537.14,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.3.11","模板制作与安装","m2",303.32,{"$f":"E54","v":{"$error":"#REF!"}},{"$error":"#REF!"},66.39,20137.41,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.4","双侧分水闸（梯形）","座",3,null,{"$f":"SUM(F68:F78)","v":{"$error":"#REF!"}}]
["1.2.4.1","挖方  Ⅱ类土","m3",112.78,{"$f":"E56","v":{"$error":"#REF!"}},{"$f":"E68*D68","v":{"$error":"#REF!"}},2.94,{"$f":"G68*D68","v":331.57},{"$f":"H68-F68","v":{"$error":"#REF!"}},{"$f":"F68","v":{"$error":"#REF!"}}]
["1.2.4.2","填方  Ⅱ类土","m3",45.11,{"$error":"#REF!"},{"$f":"E69*D69","v":{"$error":"#REF!"}},23,{"$f":"G69*D69","v":1037.53},{"$f":"H69-F69","v":{"$error":"#REF!"}},{"$f":"F69","v":{"$error":"#REF!"}}]
["1.2.4.3","C30现浇砼（闸墩）（二级配，W6，F200，抗硫酸盐）","m3",5.44,{"$error":"#REF!"},{"$error":"#REF!"},609.82,3317.42,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.4.4","C30现浇砼（底板）二级配，W6，F200，抗硫酸盐","m3",10.77,{"$error":"#REF!"},{"$error":"#REF!"},689.57,7426.67,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.4.5","C30现浇砼（隔墙）二级配，W6，F200，抗硫酸盐","m3",1.47,{"$error":"#REF!"},{"$error":"#REF!"},664.09,976.21,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.4.6","砂砾石垫层","m3",6.49,{"$error":"#REF!"},{"$error":"#REF!"},93.41,606.23,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.4.7","P651橡胶止水带","m",14.4,{"$error":"#REF!"},{"$error":"#REF!"},86.56,1246.46,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.4.8","聚氨酯","m3",0.01,23500,235,22646.6,226.47,-8.53,235]
["1.2.4.9","高压闭孔板","m3",0.08,4500,360,4583.02,366.64,6.64,360]
["1.2.4.10","防腐沥青涂抹二道","m2",41.42,{"$error":"#REF!"},{"$error":"#REF!"},23.09,956.39,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.4.11","模板制作与安装","m2",115.56,{"$error":"#REF!"},{"$error":"#REF!"},66.39,7672.03,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5","农桥（梯形）","座",23,null,{"$f":"SUM(F80:F95)","v":{"$error":"#REF!"}}]
["1.2.5.1","挖方  Ⅱ类土","m3",2435.13,{"$f":"E68","v":{"$error":"#REF!"}},{"$f":"E80*D80","v":{"$error":"#REF!"}},2.94,{"$f":"G80*D80","v":7159.28},{"$f":"H80-F80","v":{"$error":"#REF!"}},{"$f":"F80","v":{"$error":"#REF!"}}]
["1.2.5.2","填方  Ⅱ类土","m3",974.05,{"$f":"E69","v":{"$error":"#REF!"}},{"$f":"E81*D81","v":{"$error":"#REF!"}},23,{"$f":"G81*D81","v":22403.15},{"$f":"H81-F81","v":{"$error":"#REF!"}},{"$f":"F81","v":{"$error":"#REF!"}}]
["1.2.5.3","C30现浇砼（桥墩）（二级配，W6，F200，抗硫酸盐）","m3",245.64,{"$f":"E70","v":{"$error":"#REF!"}},{"$error":"#REF!"},609.82,149796.18,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.4","C30现浇砼（底板）二级配，W6，F200，抗硫酸盐","m3",36,{"$f":"E71","v":{"$error":"#REF!"}},{"$error":"#REF!"},689.57,24824.52,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.5","C30现浇砼（隔墙）二级配，W6，F200，抗硫酸盐","m3",58.39,{"$f":"E72","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,38776.22,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.6","C30现浇钢筋砼（台帽）二级配，W6，F200，抗硫酸盐","m3",46.58,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},668.08,31119.17,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.7","C30现浇钢筋砼（桥面板）二级配，W6，F200，抗硫酸盐","m3",69.8,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},689.57,48131.99,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.8","C30现浇砼（扭面）二级配，W6，F200，抗硫酸盐","m3",140.32,{"$f":"E72","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,93185.11,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.9","C35细石铺装层二级配，W6，F200，抗硫酸盐（60厚）","m2",224.1,{"$f":"E87/17","v":{"$error":"#REF!"}},{"$f":"E88*D88","v":{"$error":"#REF!"}},782.25,175302.23,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.10","砂砾石垫层","m3",186.08,{"$f":"E73","v":{"$error":"#REF!"}},{"$error":"#REF!"},93.41,17381.73,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.11","钢筋","t",11.45,{"$f":"E53","v":{"$error":"#REF!"}},{"$error":"#REF!"},9139.46,104646.82,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.12","防腐沥青涂抹二道","m2",738.8,{"$f":"E77","v":{"$error":"#REF!"}},{"$error":"#REF!"},23.09,17058.89,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.13","模板制作与安装","m2",2216.34,{"$f":"E78","v":{"$error":"#REF!"}},{"$error":"#REF!"},66.39,147142.81,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.14","三毡四油","m2",138,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},173.01,23875.38,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.5.15","聚氨酯","m3",0.04,{"$f":"E75","v":23500},940,22646.6,905.86,-34.14,940]
["1.2.5.16","高压闭孔板","m3",0.33,{"$f":"E76","v":4500},1485,4583.02,1512.4,27.4,1485]
["1.2.6","入户桥（梯形）","座",2,null,{"$f":"SUM(F97:F110)","v":{"$error":"#REF!"}}]
["1.2.6.1","挖方  Ⅱ类土","m³",193.2,{"$f":"E80","v":{"$error":"#REF!"}},{"$f":"E97*D97","v":{"$error":"#REF!"}},2.94,{"$f":"G97*D97","v":568.01},{"$f":"H97-F97","v":{"$error":"#REF!"}},{"$f":"F97","v":{"$error":"#REF!"}}]
["1.2.6.2","填方  Ⅱ类土","m³",77.28,{"$f":"E81","v":{"$error":"#REF!"}},{"$f":"E98*D98","v":{"$error":"#REF!"}},23,{"$f":"G98*D98","v":1777.44},{"$f":"H98-F98","v":{"$error":"#REF!"}},{"$f":"F98","v":{"$error":"#REF!"}}]
["1.2.6.3","C30现浇砼（桥墩）（二级配，W6，F200，抗硫酸盐）","m³",14.24,{"$f":"E82","v":{"$error":"#REF!"}},{"$error":"#REF!"},609.82,8683.84,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.4","C30现浇砼（底板）二级配，W6，F200，抗硫酸盐","m³",1.92,{"$f":"E83","v":{"$error":"#REF!"}},{"$error":"#REF!"},689.57,1323.97,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.5","C30现浇砼（隔墙）二级配，W6，F200，抗硫酸盐","m³",4.76,{"$f":"E84","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,3161.07,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.6","C30现浇钢筋砼（桥面板）二级配，W6，F200，抗硫酸盐","m³",2.18,{"$f":"E86","v":{"$error":"#REF!"}},{"$error":"#REF!"},689.57,1503.26,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.7","C30现浇砼（扭面）二级配，W6，F200，抗硫酸盐","m³",10.52,{"$f":"E87","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,6986.23,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.8","砂砾石垫层","m³",5.84,{"$f":"E89","v":{"$error":"#REF!"}},{"$error":"#REF!"},93.41,545.51,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.9","钢筋","t",0.24,{"$error":"#REF!"},{"$error":"#REF!"},9139.46,2193.47,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.10","防腐沥青涂抹二道","㎡",65.21,{"$error":"#REF!"},{"$error":"#REF!"},23.09,1505.7,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.11","模板制作与安装","㎡",161.96,{"$error":"#REF!"},{"$error":"#REF!"},66.39,10752.52,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.12","三毡四油","m2",6.4,{"$error":"#REF!"},{"$error":"#REF!"},173.01,1107.26,{"$error":"#REF!"},{"$error":"#REF!"}]
["1.2.6.13","聚氨酯","m3",0.0032,23500,75.2,22646.6,72.47,-2.73,75.2]
["1.2.6.14","高压闭孔板","m3",0.03,4500,135,4583.02,137.49,2.49,135]
["二 、","田间道路工程",null,null,null,{"$f":"F112+F117+F130","v":{"$error":"#REF!"}}]
["2.1","田间道路工程","km","9.06",null,{"$f":"SUM(F113:F116)","v":{"$error":"#REF!"}}]
["2.1.1","挖掘机挖土","m³",4682.91,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"E113*D113","v":{"$error":"#REF!"}},2.25,{"$f":"G113*D113","v":10536.55},{"$f":"H113-F113","v":{"$error":"#REF!"}},{"$f":"F113","v":{"$error":"#REF!"}}]
["2.1.2","推土机推土回填","m³",8780.52,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$f":"E114*D114","v":{"$error":"#REF!"}},6.51,{"$f":"G114*D114","v":57161.19},{"$f":"H114-F114","v":{"$error":"#REF!"}},{"$error":"#REF!"}]
["2.1.3","砂砾石路面(300厚)","㎡",40967,{"$f":"E104/2","v":{"$error":"#REF!"}},{"$error":"#REF!"},43.82,1795173.94,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.1.4","无纺布","㎡",47932.02,12,575184.24,9.25,443371.19,-131813.05,575184]
[2.2,"道路建筑物（灌渠穿道路涵管）","座",10,null,{"$f":"SUM(F118:F129)","v":{"$error":"#REF!"}}]
["2.2.1","挖方  Ⅱ类土","m³",892.5,{"$f":"E97","v":{"$error":"#REF!"}},{"$f":"E118*D118","v":{"$error":"#REF!"}},2.94,{"$f":"G118*D118","v":2623.95},{"$f":"H118-F118","v":{"$error":"#REF!"}},{"$f":"F118","v":{"$error":"#REF!"}}]
["2.2.2","填方  Ⅱ类土","m³",446.25,{"$f":"E98","v":{"$error":"#REF!"}},{"$f":"E119*D119","v":{"$error":"#REF!"}},23,{"$f":"G119*D119","v":10263.75},{"$f":"H119-F119","v":{"$error":"#REF!"}},{"$f":"F119","v":{"$error":"#REF!"}}]
["2.2.3","C30现浇砼（桥墩）（二级配，W6，F200，抗硫酸盐）","m³",158.13,{"$f":"E99","v":{"$error":"#REF!"}},{"$error":"#REF!"},609.82,96430.84,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.2.4","C30预制砼（面板）（二级配，W6，F200，抗硫酸盐）","m³",22.68,{"$f":"E102","v":{"$error":"#REF!"}},{"$error":"#REF!"},787.25,17854.83,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.2.5","DN600预制砼管（C30）","m³",15.75,850,13387.5,787.25,12399.19,-988.31,13388]
["2.2.6","钢筋","T",{"$f":"934.29/1000","v":0.93},{"$f":"E105","v":{"$error":"#REF!"}},{"$error":"#REF!"},9140,8500.2,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.2.7","热沥青麻袋","㎡",210,66,13860,66.69,14004.9,144.9,13860]
["2.2.8","热沥青麻丝","m³",0.32,66,21.12,66.69,21.34,0.22,21]
["2.2.9","砂砾石","m³",112.9,{"$f":"E104","v":{"$error":"#REF!"}},{"$error":"#REF!"},93.41,10545.99,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.2.10","高压闭孔板","m³",2.63,{"$f":"E110","v":4500},11835,4583.02,12053.34,218.34,11835]
["2.2.11","聚氨酯密封膏","m³",0.04,{"$f":"E109","v":23500},940,22646.6,905.86,-34.14,940]
["2.2.12","模板制作与安装","㎡",382.51,{"$f":"E107","v":{"$error":"#REF!"}},{"$error":"#REF!"},66.39,25394.84,{"$error":"#REF!"},{"$error":"#REF!"}]
[2.3,"道路建筑物（排渠穿道路涵管）","座",6,null,{"$f":"SUM(F131:F143)","v":{"$error":"#REF!"}}]
["2.3.1","挖方  Ⅱ类土","m3",2129.01,{"$f":"E118","v":{"$error":"#REF!"}},{"$f":"E131*D131","v":{"$error":"#REF!"}},2.94,{"$f":"G131*D131","v":6259.29},{"$f":"H131-F131","v":{"$error":"#REF!"}},{"$f":"F131","v":{"$error":"#REF!"}}]
["2.3.2","填方  Ⅱ类土","m3",1703.21,{"$f":"E119","v":{"$error":"#REF!"}},{"$f":"E132*D132","v":{"$error":"#REF!"}},23,{"$f":"G132*D132","v":39173.83},{"$f":"H132-F132","v":{"$error":"#REF!"}},{"$f":"F132","v":{"$error":"#REF!"}}]
["2.3.3","C30现浇砼（挡土墙）（二级配，W6，F200，抗硫酸盐）","m3",275.18,{"$f":"E101","v":{"$error":"#REF!"}},{"$error":"#REF!"},664.09,182744.29,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.3.4","C30垫层（二级配，W6，F200，抗硫酸盐）","m3",90.99,{"$f":"#REF!","v":{"$error":"#REF!"}},{"$error":"#REF!"},689.57,62743.97,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.3.5","D1000预制砼管，C30钢筋砼（二级配，W6，F200，抗硫酸盐）","m3",12.3,{"$f":"E122","v":850},10455,787.25,9683.18,-771.82,10455]
["2.3.6","钢筋","t",0.84,{"$f":"E123","v":{"$error":"#REF!"}},{"$error":"#REF!"},9139.46,7677.15,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.3.7","砂砾石垫层","m3",303.58,{"$f":"E126","v":{"$error":"#REF!"}},{"$error":"#REF!"},93.41,28357.41,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.3.8","热沥青麻袋","m2",113.94,{"$f":"E124","v":66},7520.04,66.69,7598.66,78.62,7520.04]
["2.3.9","热沥青麻丝","m2",0.26,{"$f":"E138","v":66},17.16,66.69,17.34,0.18,17.16]
["2.3.10","聚氨酯","m3",0.02,{"$f":"E128","v":23500},470,22646.6,452.93,-17.07,470]
["2.3.11","高压闭孔板","m3",0.66,{"$f":"E127","v":4500},2970,4583.02,3024.79,54.79,2970]
["2.3.12","模板加工","m2",1117.79,{"$f":"E129","v":{"$error":"#REF!"}},{"$error":"#REF!"},66.39,74210.08,{"$error":"#REF!"},{"$error":"#REF!"}]
["2.3.13","沥青防腐涂抹二道","m2",1234.6,{"$f":"E106","v":{"$error":"#REF!"}},{"$error":"#REF!"},23.09,28506.91,{"$error":"#REF!"},{"$error":"#REF!"}]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,2.2489]
[null,null,null,null,null,null,6.5138]
[null,null,null,null,null,null,43.81704]
[null,null,null,null,null,null,9.2501]
[]
[null,null,null,null,null,null,2.93544]
[null,null,null,null,null,null,23.0039]
[null,null,null,null,null,null,609.8186]
[null,null,null,null,null,null,787.2486]
[]
[null,null,null,null,null,null,787.2486]
[null,null,null,null,null,null,9.13946]
[null,null,null,null,null,null,66.6879]
[null,null,null,null,null,null,66.6879]
[null,null,null,null,null,null,93.41]
[null,null,null,null,null,null,4583.02]
[null,null,null,null,null,null,22646.6]
[null,null,null,null,null,null,66.39]
[]
[null,null,null,null,null,null,2.94]
[null,null,null,null,null,null,23]
[null,null,null,null,null,null,664.09]
[null,null,null,null,null,null,689.57]
[null,null,null,null,null,null,787.25]
[null,null,null,null,null,null,9139.46]
[null,null,null,null,null,null,93.41]
[null,null,null,null,null,null,66.69]
[null,null,null,null,null,null,66.69]
[null,null,null,null,null,null,22646.6]
[null,null,null,null,null,null,4583.02]
[null,null,null,null,null,null,66.39]
[null,null,null,null,null,null,23.09]

{"sheet":"机电","index":3,"n_rows":6,"n_cols":8,"rows_kept":6,"cut":false,"hidden":false,"merged":[[0,0,0,7],[3,4,3,5],[3,6,3,7],[5,0,5,1],[3,0,4,0],[3,1,4,1],[3,2,4,2],[3,3,4,3]]}
["机电设备（管材、管件）及安装工程清单计价表"]
[{"$f":"汇总!A2","v":"工程名称：轮台县2023年塔里木河干流生态综合治理项目"}]
[{"$f":"[29]汇总!A3","v":"合同编号："}]
["编号","工程名称","单位","数量","单价(元)",null,"合计(万元)"]
[null,null,null,null,"设备费","安装费","设备费","安装费"]
["第二部分：机电设备及安装工程"]

{"sheet":"金","index":4,"n_rows":6,"n_cols":9,"rows_kept":6,"cut":false,"hidden":false,"merged":[[0,0,0,6],[2,1,2,4],[2,5,2,6],[3,5,3,6],[3,7,3,8],[3,0,4,0],[3,1,4,1],[3,2,4,2],[3,3,4,3],[3,4,4,4]]}
["金属结构设备及安装工程清单计价表"]
[{"$f":"汇总!A2","v":"工程名称：轮台县2023年塔里木河干流生态综合治理项目"}]
[{"$f":"汇总!A3","v":"合同编号："},{"$f":"汇总!B3","v":0}]
["编号","项目编码","名称及规格","单位","数量","单价（元）",null,"合价"]
[null,null,null,null,null,"设备费","安装费","设备费","安装费"]
[null,null,"第三部分 ：金属结构设备及安装工程"]

{"sheet":"临时","index":5,"n_rows":13,"n_cols":7,"rows_kept":13,"cut":false,"hidden":false,"merged":[[0,0,0,5],[2,1,2,4],[12,0,18,6]]}
["临时工程项目清单计价表"]
[{"$f":"汇总!A2","v":"工程名称：轮台县2023年塔里木河干流生态综合治理项目"}]
[{"$f":"汇总!A3","v":"合同编号："}]
["序号","工程或费用名称","单位","数量","单价（元）","合价（元）","备注"]
[null,"第五部分  临时工程"]
[5.1,"其他施工临时工程","项",1]
[5.2,"施工仓库等","项",1]
[5.3,"承包人临时房屋建筑和共用设施","项",1]
[5.4,"其他临时设施","项",1]
[]
[]
[]
["注：施工单位可根据实际需要增减项目，投标人临时工程的费用包括完成本合同工程在工程施工全过程中的全部临时工程（包括施工仓库、生活用水、电，临时建筑，施工道路、导流、排水等）。由于投标人的疏忽，因施工需要实际所发生的总价项目虽投标人未在投标报价表中单独列项报价，但招标人视为其费用已包含在其他单价和合价中，不再另行支付，敬请投标人特别注意。"]

{"sheet":"措","index":6,"n_rows":11,"n_cols":4,"rows_kept":11,"cut":false,"hidden":false,"merged":[[0,0,0,3],[10,0,18,3]]}
["措施项目清单计价表"]
[{"$f":"汇总!A2","v":"工程名称：轮台县2023年塔里木河干流生态综合治理项目"}]
[{"$f":"汇总!A3","v":"合同编号："},{"$f":"汇总!B3","v":0}]
["序号","工程项目名称","金额(元)","备注"]
[null,"第六部分  措施项目",null,"总价承包"]
[1,"水土保护措施费",null,"最终按实际发生的工作量由监理签证业主认定后结算。"]
[2,"环境保护措施费",null,"由投标人自行计费报价"]
[3,"安全、文明生产措施费+维稳措施费",null,"按现行文件规定执行"]
[null,"合价"]
[]
["1、没有填报的措施项目，但在实际工程施工过程中需要发生的，其费用视为已包含在工程量清单中其他措施项目的单价和合价中。\n2、按照新疆水利厅《关于在我区水利水电施工企业计取安全生产费用的通知》新水办建管【2011】80号文的有关规定，投标人的安全生产费用必须保证项目人员的安全教育培训；安全设备、器材、防护品的购买、完善、改造和维护；安全检查、事故管理；危险源控危险品管理；职业卫生健康管理等安全生产管理所需的费用。 \n3、安全生产措施费及维稳措施费，按文件规定计列，不是总价承包，最终按实际发生的工作量由监理签证业主认定后结算。\n4、水土保持措施包括土地平整、防尘网防护、洒水降尘、弃渣处理等，此项根据实际发生由业主、监理确认后支付。\n5、环境保护措施包括垃圾收集站、垃圾桶、防噪用具、生活污水渗池、卫生防疫、环保宣传牌等，最终按实际发生的工作量由监理签证业主认定后结算\n"]

{"sheet":"其他","index":7,"n_rows":16,"n_cols":4,"rows_kept":16,"cut":false,"hidden":false,"merged":[[0,0,0,3]]}
["其他项目清单计价表"]
[{"$f":"汇总!A2","v":"工程名称：轮台县2023年塔里木河干流生态综合治理项目"}]
[{"$f":"汇总!A3","v":"合同编号："}]
["序号","工程项目名称","金额(元)","备注"]
["七","其他项目",{"$f":"C6+C7+C8+C9","v":30000}]
[7.1,"备用金",20000]
[7.2,"防疫费",10000]
[]
[]
[]
[]
[]
[]
[null,"合计",{"$f":"C5","v":30000}]
[]
["注：此部分费用由招标人掌握，为项目实施过程中可能发生的合同变更而预留的费用。"]