{"text_format":"3","workbook":"xls","n_sheets":3,"sheets":["Sheet1","Sheet2","Sheet3"],"not_rendered":{"external_links":1,"defined_names":1},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"Sheet1","index":0,"n_rows":61,"n_cols":9,"rows_kept":61,"merged":[[0,0,0,8],[2,0,9,0],[10,0,18,0],[19,0,31,0],[32,0,35,0],[36,0,46,0],[47,0,49,0],[50,0,59,0]],"flags":["formulas_cached_only"]}
["新岭东路工程检测清单"]
["检测部位","检测项目","检测内容","单位","控制单价（元）","数量","控制总价（元）","报价单价（元）","报价总价（元）"]
["土路基","土工（填料）","击实、筛分、液塑限、CBR","组",1160,1,1160]
[null,"路基压实度","压实度","点",42,2,84]
[null,"回弹模量","回弹模量","点",560,1,560]
[null,"片石（如有）","立方体抗压","组",56,1,56]
[null,"沙砾石（如有）","密度、级配、压碎值、吸水率、粘附性等","组",160,1,160]
[null,"土工格栅（如有）","拉伸、撕破、穿透","组",500,1,500]
[null,"弯沉","弯沉","点",20,40,800]
[null,"承载力试验","触探","点",126,1,126]
["水稳层","水稳配合比设计","配合比","组",1250,2,2500]
[null,"原材料","水泥、砂石、粉煤灰（如有）、水",null,400,1,400]
[null,"级配碎石配合比设计","配合比","组",1250,1,1250]
[null,"基层卵碎石原材检测","密度、级配、压碎值、吸水率、粘附性等","组",160,1,160]
[null,"水稳压实度","压实度","点",42,2,84]
[null,"水泥剂量","水泥掺量","组",90,1,90]
[null,"水稳基层钻芯","厚度","点",252,1,252]
[null,"无侧限抗压强度","强度","组",360,1,360]
[null,"弯沉","弯沉","点",20,40,800]
["沥青层","沥青配合比设计","配合比","组",800,3,2400]
[null,"原材料","沥青、水泥、砂石、矿粉、水",null,400,1,400]
[null,"沥青混合料","油石比、级配、马歇尔","组",1250,1,1250]
[null,"粗集料（原材料）","密度、级配、压碎值、吸水率、粘附性等","组",825,1,825]
[null,"细集料（原材料）","密度、砂当量、级配、含泥量等常规","组",400,1,400]
[null,"矿粉（原材料）","密度、级配、含水率等常规","组",400,1,400]
[null,"沥青三大指标","延度、软化点、针入度等常规","组",375,1,375]
[null,"乳化沥青","常规","组",600,1,600]
[null,"平整度测试","平整度","km车道",77,10,770]
[null,"钻芯压实度","压实度","点",252,2,504]
[null,"沥青面层厚度","厚度","点",200,1,200]
[null,"弯沉","弯沉","点",20,40,800]
[null,"混凝土配合比设计","配合比","组",280,1,280]
["排水工程","钢筋混凝土排水管","外观、尺寸、外压等常规","组",336,1,336]
[null,"管道沟槽基坑触探","触探","点",126,1,126]
[null,"闭水试验","闭水试验","km",2500,1,2500]
[null,"管道回填压实度","压实度","点",42,2,84]
["交通工程","立柱竖直度","常规","组",80,8,640]
[null,"标志基础尺寸","常规","组",9,4,36]
[null,"标志金属构件镀层厚度","常规","组",17,8,136]
[null,"标线线段长度","常规","组",9,4,36]
[null,"标线宽度","常规","组",9,4,36]
[null,"标线横向偏位","常规","组",8,4,32]
[null,"标线纵向间距","常规","组",5,4,20]
[null,"标线逆反射系数","常规","km",500,1,500]
[null,"抗滑值","常规","组",25,4,100]
[null,"试块抗压","常规","组",45,1,45]
[null,"地脚螺栓","常规","组",75,1,75]
["照明工程","电线电缆","印刷标志、外径测量、绝缘厚度、导体电","组",185,1,185]
[null,"大类管材","规格、拉伸、伸长率、断裂、烘箱、冲击","组",150,1,150]
[null,"接地电阻","接地电阻","点",175,1,175]
["材料","水泥","强度、安定、凝结、细度","组",259,1,259]
[null,"砂","密度、砂当量、级配、含泥量等常规","组",157,1,157]
[null,"沙砾、卵石","密度、级配、压碎值、吸水率、粘附性等","组",160,1,160]
[null,"面砖","常规","组",352,1,352]
[null,"钢筋原材","抗拉、冷弯、质量偏差","组",42,1,42]
[null,"砼配合比设计","配合比","组",280,1,280]
[null,"砂浆配合比设计","配合比","组",231,1,231]
[null,"砼试块抗折","常规","组",35,1,35]
[null,"砼试块抗压","强度","组",31.5,1,31.5]
[null,"砂浆试块抗压","强度","组",31.5,1,31.5]
["合计",{"$nulls":5},25337]

{"sheet":"Sheet2","index":1,"n_rows":0,"n_cols":0,"rows_kept":0,"flags":["formulas_cached_only"]}

{"sheet":"Sheet3","index":2,"n_rows":0,"n_cols":0,"rows_kept":0,"flags":["formulas_cached_only"]}