{"text_format":"3","workbook":"xls","n_sheets":3,"sheets":["报价汇总","附表1 基坑监测","附表2 边坡监测"],"not_rendered":{"external_links":1,"defined_names":3},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"报价汇总","index":0,"n_rows":9,"n_cols":6,"rows_kept":9,"merged":[[0,0,0,5],[1,0,1,5],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,4,3,4],[2,5,3,5],[6,1,6,3],[7,0,7,5],[8,0,8,5],[9,3,9,5]],"flags":["formulas_cached_only"]}
["华东师范大学附属三明中学建设项目\n1#楼、2#楼基坑监测及下穿通道和下沉广场边坡监测报价书"]
["报价单位："]
["序  号"," 项           目","单位","数量","含税总价（元）","备注"]
[]
[1,"高中部及生活部基坑监测","项",1,0,"详见附表1"]
[2,"下穿通道边坡监测","项",1,0,"详见附表2"]
[3,"小计（1+2）",null,null,0]
["注："]
["材料及埋设费单价依据市场价，监测实物工作收费单价按《工程勘察设计收费标准》（2002年修订本）（计价格【2002】10号文件）6折计取。"]

{"sheet":"附表1 基坑监测","index":1,"n_rows":24,"n_cols":8,"rows_kept":24,"merged":[[0,0,0,7],[1,0,1,7],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,4,3,4],[2,5,3,5],[2,6,3,6],[2,7,3,7],[4,1,4,7],[10,1,10,5],[11,1,11,7],[18,1,18,5],[19,1,19,5],[20,1,20,5],[21,1,21,5],[22,0,22,7],[23,0,23,7],[24,4,24,7]],"flags":["formulas_cached_only"]}
["附表1 华东师范大学附属三明中学建设项目1#楼、2#楼基坑监测\n报价书"]
["报价单位： "]
["序  号"," 项           目","单位","数量","次数（次）","取费单价（元/单位）","含税总价（元）","备注"]
[]
[1,"材料及埋设费"]
[1.1,"平面基准点","点",3,1,300,0]
[1.2,"高程基准点","点",3,1,300,0]
[1.2999999999999998,"测斜管材料、钻孔埋设费","米",100,1,180,0,"测斜管10根，平均深度10m"]
[1.3999999999999997,"沉降观测点","点",32,1,30,0]
[1.4999999999999996,"钻机进退场费","项",1,1,2500,0]
[1.5999999999999994,"小计",{"$nulls":4},0]
[2,"监测实物工作费用"]
[2.1,"水平位移基本控制网观测","点·次",3,1,1606,0]
[2.2,"高程基本控制网观测","km·次","1km",1,1029,0]
[2.3000000000000003,"深层水平位移监测","米·次",100,25,13,0]
[2.4000000000000004,"坡顶水平位移观测","点·次",17,25,62,0]
[2.5000000000000004,"坡顶沉降观测","点·次",17,25,42,0]
[2.6000000000000005,"周边地表及管线沉降观测","点·次",15,25,42,0]
[2.7000000000000006,"小计",{"$nulls":4},0]
[2.8000000000000007,"监测实物工作费用按6折计（2.7）×60％",{"$nulls":4},0]
[3,"技术工作费用（2）×22％",{"$nulls":4},0,"技术工作费用=监测实物工作费用×22%"]
[4,"监测总费用：（1）+（2）+（3）",{"$nulls":4},0,"监测服务费用=材料及埋设费+监测实物工作费用+技术工作费用"]
["注："]
["1、材料及埋设费单价依据市场价，监测实物工作收费单价按《工程勘察设计收费标准》（2002年修订本）（计价格【2002】10号文件）6折计取；\n2、项目概况：拟建项目位于福建省三明市沙县区，场地东侧为拟建市政道路，西侧为三明民航中心，北侧为已建金泉路，南侧为拟建市政道路。拟建场地目前为空地，本项目共两处地下室，高中部地下室与西侧红线距离较近，红线距地下室外墙最近约3.8m；生活部地下室周围为空地。本工程结构基础形式为混凝土灌注桩，设1层地下室，高中部基坑面积约8540m2，周长约400m，生活部基坑面积约1663m2，周长约180m。高中部设1层地下室，地下1层基坑底绝对标高为约133.600m，基坑开挖至底的深度约为5.8m。生活部设1层地下室，地下1层基坑底绝对标高为约132.100m，基坑开挖至底的深度约为6.9m。基坑主要采用放坡的支护形式，局部采用放坡+土钉墙支护形式。\n3、监测工期：监测从基坑工程施工开始，直至地下工程完成为止。\n\n"]

{"sheet":"附表2 边坡监测","index":2,"n_rows":23,"n_cols":8,"rows_kept":23,"merged":[[0,0,0,7],[1,0,1,7],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,4,3,4],[2,5,3,5],[2,6,3,6],[2,7,3,7],[4,1,4,7],[10,1,10,5],[11,1,11,7],[17,1,17,5],[18,1,18,5],[19,1,19,5],[20,1,20,5],[21,0,21,7],[22,0,22,7],[23,4,23,7]],"flags":["formulas_cached_only"]}
["附表2 华东师范大学附属三明中学建设项目下穿通道和下沉广场边坡监测\n报价书"]
["报价单位：    "]
["序  号"," 项           目","单位","数量","次数（次）","取费单价（元/单位）","含税总价（元）","备注"]
[]
[1,"材料及埋设费"]
[1.1,"平面基准点","点",3,1,300,0]
[1.2,"高程基准点","点",3,1,300,0]
[1.2999999999999998,"测斜管材料、钻孔埋设费","米",132,1,180,0,"测斜管11根，平均深度12m"]
[1.3999999999999997,"沉降观测点","点",62,1,30,0,"基坑监测时已布置"]
[1.4999999999999996,"钻机进退场费","项",1,1,2500,0]
[1.5999999999999994,"小计",{"$nulls":4},0]
[2,"监测实物工作费用"]
[2.1,"水平位移基本控制网观测","点·次",3,1,1606,0]
[2.2,"高程基本控制网观测","km·次","1km",1,1029,0]
[2.3000000000000003,"深层水平位移监测","米·次",132,28,13,0]
[2.4000000000000004,"边坡坡顶、坡底水平位移观测","点·次",62,28,62,0]
[2.5000000000000004,"边坡坡顶、坡底沉降观测","点·次",62,28,42,0]
[2.6000000000000005,"小计",{"$nulls":4},0]
[2.7000000000000006,"监测实物工作费用按6折计（2.6）×60％",{"$nulls":4},0]
[3,"技术工作费用（2）×22％",{"$nulls":4},0,"技术工作费用=监测实物工作费用×22%"]
[4,"监测总费用：（1）+（2）+（3）",{"$nulls":4},0,"监测服务费用=材料及埋设费+监测实物工作费用+技术工作费用"]
["注："]
["1、材料及埋设费单价依据市场价，监测实物工作收费单价按《工程勘察设计收费标准》（2002年修订本）（计价格【2002】10号文件）6折计取；\n2、项目概况：该项目位于福建省三明市沙县区。拟建下穿通道西接已建华东师范大学附属三明中学初中部，北接拟建华东师范大学附属三明中学高中部，东接拟建华东师范大学附属三明中学生活区，南侧为已建升龙苑小区。下穿通道与学校路面将形成1~6m高差，需设计永久性边坡支护，支护总长度约316.157m。本工程永久边坡安全等级为一级，重要性系数r=1.1；主要采用采用悬臂式挡墙支护，4m以上挡墙采用桩基础。\n3、监测工期：边坡施工前监测单位进场完成监测点的埋设并取得监测初始值，监测至边坡竣工后两年。\n\n"]