{"text_format":"3","workbook":"xlsx","n_sheets":3,"sheets":["东四 南三","高云路","Sheet2"],"not_rendered":{"defined_names":3},"read":"whole","date_system":"1900"}

{"sheet":"东四 南三","index":0,"n_rows":26,"n_cols":15,"rows_kept":26,"merged":[[0,0,0,14],[1,1,1,2],[1,3,1,4],[2,0,15,0],[2,1,15,1],[2,3,2,4],[3,3,3,4],[4,3,4,4],[5,3,5,4],[6,3,6,4],[7,3,7,4],[8,3,8,4],[9,3,9,4],[10,3,10,4],[11,3,11,4],[12,3,12,4],[13,3,13,4],[14,3,14,4],[15,3,15,4],[16,0,19,0],[16,1,19,1],[16,3,16,4],[17,3,17,4],[18,3,18,4],[19,3,19,4],[20,0,23,0],[20,1,23,1],[20,3,22,3],[25,0,25,14]]}
["天心区东四线、南三线道路提质改造项目检测清单"]
["序号","检测类别",null,"检测内容",null,"项目总工程量","抽样要求","检测项","检测数量","单位","招标单价","招标总价","投标单价","投标总价","备注"]
["一","材料检测",1,"沥青混合料",null,"/","每台班一批","沥青混合料试件密度试验 表干法 /沥青含量试验（离心分离法）/浸水马歇尔试验 ",4,"组",2436,9744,null,null,"1组试件数量4个"]
[null,null,2,"石材",null,"/","同一厂家、同一类型8000件为一批","体积密度 /抗压强度 ",4,"组",112,448]
[null,null,3,"水泥",null,"/","按同一生产厂家、同一等级、同一品种、同一批号且连续进厂的水泥，袋装不超过200t为一批，散装不超过500t为一批，每批抽样不少于一次","水泥强度、安定性、细度、凝结时间、标准稠度",4,"组",208,832]
[null,null,4,"砂浆配合比",null,"/","每种型号一批","配合比设计",1,"组",231,231]
[null,null,5,"混凝土试块",null,"/","每一工作班或每100盘但不超过100m³的同配比混凝土取样不少于2组（标养、同条件各不少于1组）同时还应考虑为检验结构或构件施工阶段混凝土强度所必需的试件组数。标准护条件达到28d，同条件养护的试件在等效养护龄期达到600℃，即送到试验室","立方体抗压 ",30,"组",31.5,945]
[null,null,6,"钢筋原材",null,"/","每批由同一牌号、同一炉罐号、同一规格的钢筋组成，每批重量不大于60t","钢筋抗拉强度及伸长率试验 圆钢φ6-φ25  /钢筋弯曲试验 ",10,"组",56,560]
[null,null,7,"级配碎石",null,"/","以400m³或600t为一验收批","颗粒级配 /压碎指标/针片状含量",2,"组",129.5,259]
[null,null,8,"聚酯玻纤布",null,"/","同厂家同型号为一批","单位面积质量 /厚度测定 /拉伸试验 /梯形撕破强力试验 /CBR顶破强力试验 ",1,"组",647.5,647.5]
[null,null,9,"玻纤格栅",null,"/","同厂家同型号为一批","网孔尺寸测定 /拉伸试验 /粘焊点极限剥离力试验 ",1,"组",403.2,403.2]
[null,null,10,"土样",null,"/","5000m³为一批","筛分 水筛法 /液塑限 液限塑限联合测定法 /击实试验 重型 ",1,"组",360,360]
[null,null,11,"砖砌块",null,"/","同型号10万块为一批","抗压强度 /空心率 /外观质量 ",2,"组",196,392]
[null,null,12,"种植土",null,"/","5000m³为一批",null,1,"组",800,800]
[null,null,13,"井盖",null,"/","同型号200个为一批",null,2,"组",500,1000]
[null,null,14,"抗裂贴",null,"/","同厂家同型号为一批","不透水性 /低温柔度 /断裂延伸率 /拉伸强度 ",1,"组",189,189]
["二","道路工程",15,"回填压实度",null,"/","每1000㎡检测1组（3点）","路基压实度",30,"点",42,1260]
[null,null,16,"路面弯沉",null,"0.53km","杠杆仪法检测，每20米每车道测1个点","弯沉测试 杠杆仪",108,"点",10.5,1134]
[null,null,17,"路面平整度",null,"0.53km","每20米连续量取2尺",null,52,"尺",24.5,1274]
[null,null,18,"路面压实度及厚度",null,"6500㎡","每1000㎡检测1点","压实度 核子仪/ 路面厚度",7,"点",389,2723]
["三","交通工程",19,"标线","厚度","1.065km","东四线527米，南三线538米","道路交通标线涂层厚度 ",1065,"m",500,532.5]
[null,null,20,null,"摩擦系数","1.065km","东四线527米，南三线538米","反光标线抗滑性能 ",1065,"m",500,532.5]
[null,null,21,null,"逆反射系数","1.065km","东四线527米，南三线538米","反光标线逆反射系数 ",1065,"m",500,532.5]
[null,null,22,"标志","标志板面反光膜逆反射系数","1.065km","东四线527米，南三线538米","标志面反光膜等级及逆反射系数 ",1065,"m",300,319.5]
[{"$nulls":11},25118.7]
["本表内所有工程量均为预估工程量，最终检测工程量以建设单位要求或相关文件要求的实际检测数量为准。"]

{"sheet":"高云路","index":1,"n_rows":36,"n_cols":15,"rows_kept":36,"merged":[[0,0,0,9],[1,1,1,2],[1,3,1,4],[2,0,20,0],[2,1,20,1],[2,3,2,4],[3,3,3,4],[4,3,4,4],[5,3,5,4],[6,3,6,4],[7,3,7,4],[8,3,8,4],[9,3,9,4],[10,3,10,4],[11,3,11,4],[12,3,12,4],[13,3,13,4],[14,3,14,4],[15,3,15,4],[16,3,16,4],[17,3,17,4],[18,3,18,4],[19,3,19,4],[20,3,20,4],[21,0,26,0],[21,1,26,1],[21,3,21,4],[22,3,22,4],[23,3,23,4],[24,3,24,4],[25,3,25,4],[26,3,26,4],[27,0,32,0],[27,1,32,1],[27,3,29,3],[30,3,32,3],[35,0,35,14]]}
["天心区高云路道路提质改造项目检测清单"]
["序号","检测类别",null,"检测内容",null,"项目总工程量","抽样要求","检测项","检测数量","单位","招标单价","招标总价","投标单价","投标总价","备注"]
["一","材料检测",1,"沥青混合料",null,"/","每台班一批","沥青混合料试件密度试验 表干法 /沥青含量试验（离心分离法）/浸水马歇尔试验 ",15,"组",2436,36540,null,null,"1组试件数量4个"]
[null,null,2,"石材",null,"/","同一厂家、同一类型8000件为一批","体积密度 /抗压强度 ",4,"组",112,448]
[null,null,3,"水泥",null,"/","按同一生产厂家、同一等级、同一品种、同一批号且连续进厂的水泥，袋装不超过200t为一批，散装不超过500t为一批，每批抽样不少于一次","水泥强度、安定性、细度、凝结时间、标准稠度",4,"组",208,832]
[null,null,4,"混凝土试块",null,"/","每一工作班或每100盘但不超过100m³的同配比混凝土取样不少于2组（标养、同条件各不少于1组）同时还应考虑为检验结构或构件施工阶段混凝土强度所必需的试件组数。标准护条件达到28d，同条件养护的试件在等效养护龄期达到600℃，即送到试验室","水泥混凝土抗压强度试验  立方体抗压",100,"组",31.5,3150]
[null,null,5,"钢筋原材",null,"/","每批由同一牌号、同一炉罐号、同一规格的钢筋组成，每批重量不大于60t","钢筋抗拉强度及伸长率试验 圆钢φ6-φ25  /钢筋弯曲试验 ",10,"组",56,560]
[null,null,6,"级配碎石",null,"/","以400m³或600t为一验收批","颗粒级配 /压碎指标/针片状含量",2,"组",129.5,259]
[null,null,7,"聚酯玻纤布",null,"/","同厂家同型号为一批","单位面积质量 /厚度测定 /拉伸试验 //梯形撕破强力试验 //CBR顶破强力试验 ",1,"组",647.5,647.5]
[null,null,8,"玻纤格栅",null,"/","同厂家同型号为一批","网孔尺寸测定 /拉伸试验 /粘焊点极限剥离力试验 ",1,"组",403.2,403.2]
[null,null,9,"土样",null,"/","5000m³为一批","筛分 水筛法 /液塑限 液限塑限联合测定法 击实试验 重型",2,"组",360,720]
[null,null,10,"砖砌块",null,"/","同型号10万块为一批","抗压强度 /空心率/外观质量 ",2,"组",196,392]
[null,null,11,"种植土",null,"/","5000m³为一批",null,1,"组",800,800]
[null,null,12,"水泥稳定碎石",null,"/","每台班且不超过每2000m²为一批","无机结合料稳定土击实试验 重型击实/无机结合料稳定土无侧限抗压强度试验 静压力法 /水泥或石灰稳定土中水泥或石灰剂量测定 EDTA滴定法 ",6,"组",300.8,1804.8]
[null,null,13,"井盖",null,"/","同型号200个为一批",null,2,"组",500,1000]
[null,null,14,"抗裂贴",null,"/","同厂家同型号为一批","不透水性 /低温柔度 /断裂延伸率 /拉伸强度 ",1,"组",189,189]
[null,null,15,"连续缠绕DBJ管",null,"/","同厂家同型号为一批","环刚度 /柔韧性 /抗冲击性 落锤冲击   ",4,"组",621,2484]
[null,null,16,"电线电缆",null,"/","同厂家同规格型号同一生产批次每10000米为一批","绝缘厚度 /导体电阻 /绝缘电阻 /不延燃试验 /导电性能 ",4,"组",465.5,1862]
[null,null,17,"饰面漆",null,"/","同厂家同型号5t为一批","容器中状态 /低温稳定性/颜色及外观 /干燥时间 /耐碱性 /耐水性 /粘结强度 /施工性 /制样、养护 ",4,"组",166,664]
[null,null,18,"钢筋混凝土排水管",null,"/","同厂家同型号为一批","外观质量 /尺寸偏差/内水压力/外压 ",2,"组",709.8,1419.6,null,null,"一组检测数量3件"]
[null,null,19,"腻子",null,"/","同厂家同型号5t为一批","耐水性/耐碱性/打磨性/粘结强度/耐水粘结强度/制样、养护",2,"组",374.5,749]
["二","道路工程",20,"路基压实度",null,"/","每1000㎡检测1组（3点）","路基压实度",240,"点",42,10080]
[null,null,21,"路面基层厚度",null,"/","每1000㎡检测1点","/",10,"点",200,2000]
[null,null,22,"路面基层压实度",null,"/","每1000㎡检测1点","/",10,"点",126,1260]
[null,null,23,"路面弯沉",null,"1.7km*6车道","杠杆仪法检测，每20米每车道测1个点","弯沉测试 杠杆仪",516,"点",10.5,5418]
[null,null,24,"路面平整度",null,"1.7km","/",null,170,"尺",24.5,4165]
[null,null,25,"路面压实度及厚度",null,"39685㎡","每1000㎡检测1点","压实度 核子仪/路面厚度  ",40,"点",389,15560]
["三","交通工程",26,"标线","厚度","1.7km","高云路1.718km","道路交通标线涂层厚度 ",1718,"m",500,859]
[null,null,27,null,"摩擦系数","1.7km","高云路1.718km","反光标线抗滑性能 ",1718,"m",500,859]
[null,null,28,null,"逆反射系数","1.7km","高云路1.718km","反光标线逆反射系数 ",1718,"m",500,859]
[null,null,29,"标志","几何尺寸","1.7km","高云路1.718km","标志汉字、数字、拉丁字体及尺寸 ",1718,"m",300,515.4]
[null,null,30,null,"标志面反光膜逆射光系数","1.7km","高云路1.718km","标志面反光膜等级及逆反射系数 ",1718,"m",300,515.4]
[null,null,31,null,"标志金属构件镀层厚度","1.7km","高云路1.718km","标志金属构件镀层厚度",1718,"m",300,515.4]
["四","排水工程",32,"排水管道","CCTV","1.7km","/",null,5500,"m",12.5,68750]
[{"$nulls":11},166280.3]
["本表内所有工程量均为预估工程量，最终检测工程量以建设单位要求或相关文件要求的实际检测数量为准。"]

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["部位","断面","断面根数","断面长度","间距","总数","备注",{"$f":"F11+F17+F24+F29","v":{"v":13490.6,"d":"13491"}},{"$nulls":3},"部位","断面","断面长度",null,null,"平均值"]
["1#基坑","A1-B1",4,140,1.3,{"$f":"E2*D2*C2","v":728},{"$nulls":5},"1#基坑","A1-B1",7.6,null,null,{"$f":"N13+O20+O28+O35","v":{"v":29.4511545454545,"d":"29"}},null,{"$f":"H4*Q2","v":{"v":78899.6430272727,"d":"78900"}},null,400]
[null,"B1-C1",3,32,1.5,{"$f":"E3*D3*C3","v":144},{"$nulls":6},"B1-C1",7.64,{"$nulls":5},{"$f":"S2/U2","v":{"v":197.249107568182,"d":"197"}}]
[null,"C1-C'1",2,50,1.5,{"$f":"E4*D4*C4","v":150},null,{"$f":"D11+D17+D24+D29","v":2679},{"$nulls":4},"C1-C'1",7.2]
[null,"C'1-D1",3,41,1.5,184.5,{"$nulls":6},"C'1-D1",7.4]
[null,"D1-D1'",9,51,1.5,688.5,{"$nulls":6},"D1-D1'",1.03]
[null,"D1'-E1",5,42,1.5,315,{"$nulls":6},"D1'-E1",4.9]
[null,"E1-F1",3,128,1.5,576,{"$nulls":6},"E1-F1",4.5]
[null,"E1-F1",2,128,1.3,{"v":332.8,"d":"333"},{"$nulls":6},"E1-F1",8]
[null,"G1-A1",3,148,1.5,666,{"$nulls":7},9.9]
["总计",null,null,{"$f":"SUM(D2:D10)","v":760},null,{"$f":"SUM(F2:F10)","v":{"v":3784.8,"d":"3785"}},{"$nulls":7},8.64]
["部位","断面","断面根数","断面长度","间距","总数",{"$nulls":5},"总计","G1-A1",5.52]
["2#基坑","A2-B2",4,290,1.3,{"$f":"E13*D13*C13","v":1508},{"$nulls":5},"部位",null,{"$f":"AVERAGE(N2:N12)","v":{"v":6.57545454545455,"d":"7"}}]
[null,"B2-C2",5,230,1.3,{"$f":"E14*D14*C14","v":1495},{"$nulls":5},"2#基坑"]
[null,"C2-D2",4,230,1.3,{"$f":"E15*D15*C15","v":1196},{"$nulls":6},"断面","断面根数","断面长度","间距"]
[null,"D2-A2",4,230,1.3,1196,{"$nulls":6},"A2-B2",4,8.77,1.3]
["总计",null,null,{"$f":"SUM(D13:D16)","v":980},null,{"$f":"SUM(F13:F16)","v":5395},{"$nulls":6},"B2-C2",5,8.35," "]
["部位","断面","断面根数","断面长度","间距","总数",{"$nulls":6},"C2-D2",4,8.3,1.3]
["3#基坑","A3-B3",4,157,1.3,{"$f":"E19*D19*C19","v":816.4},{"$nulls":5},"总计","D2-A2",4,8.8,1.3]
[null,"B3-C3",2,220,1.3,{"$f":"E20*D20*C20","v":572},{"$nulls":5},"部位",null,null,{"$f":"AVERAGE(O16:O19)","v":{"v":8.555,"d":"9"}}]
[null,"C3-D3",4,126,1.3,{"$f":"E21*D21*C21","v":655.2},{"$nulls":5},"3#基坑"]
[null,"D3-D3'",4,32,1.3,166.4,{"$nulls":6},"断面","断面根数","断面长度","间距"]
[null,"D3'-A3",4,207,1.3,1076.4,{"$nulls":6},"A3-B3",4,7.29,1.3]
["总计",null,null,{"$f":"SUM(D19:D23)","v":742},null,{"$f":"SUM(F19:F23)","v":{"v":3286.4,"d":"3286"}},{"$nulls":6},"B3-C3",2,8.35,1.3]
["部位","断面","断面根数","断面长度","间距","总数",{"$nulls":6},"C3-D3",4,7.212,1.3]
["4#基坑","A4-B4",4,113,1.3,{"$f":"E26*D26*C26","v":587.6},{"$nulls":6},"D3-D3'",4,5.702,1.3]
[null,"C4-D4",4,51,1.3,{"$f":"E27*D27*C27","v":265.2},{"$nulls":6},"D3'-A3",null,7.212]
[null,"D4-A4",4,33,1.3,171.6,{"$nulls":5},"总计",null,4,{"$f":"AVERAGE(O23:O27)","v":{"v":7.1532,"d":"7"}},1.3]
["总计",null,null,{"$f":"SUM(D26:D28)","v":197},null,{"$f":"SUM(F26:F28)","v":{"v":1024.4,"d":"1024"}},{"$nulls":5},"4#基坑"]
["4#基坑","B4-C4",3,98,1.8,{"$f":"E30*D30*C30","v":{"v":529.2,"d":"529"}},"锚索",{"$nulls":5},"断面","断面根数","断面长度","间距"]
["挡土墙","B4-BP3",2,84,1.8,{"$f":"E31*D31*C31","v":{"v":302.4,"d":"302"}},"锚索",{"$nulls":5},"A4-B4",4,8.77,1.3]
["总计",null,null,{"$f":"SUM(D30:D31)","v":182},null,{"$f":"SUM(F30:F31)","v":{"v":831.6,"d":"832"}},{"$nulls":5},"总计","C4-D4",4,3.9,1.3]
[{"$nulls":12},"D4-A4",4,8,1.3]
[{"$nulls":11},"4#基坑",null,null,8]
[{"$nulls":11},"总计",null,null,{"$f":"AVERAGE(O31:O34)","v":{"v":7.1675,"d":"7"}}]