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["投标报价汇总表"]
[]
["合同段编号：JACB",null,"货币单位：人民币元"]
["序号","项 目 名 称","投标报价金额"]
[1,"工程量清单1",{"$f":"工程量清单1!G28","v":0}]
[2,"工程量清单2",{"$f":"工程量清单2!G24","v":0}]
[3,"投标报价合计金额",{"$f":"SUM(C5:C6)","v":0}]

{"sheet":"工程量清单1","index":2,"n_rows":32,"n_cols":8,"rows_kept":32,"merged":[[0,0,0,7],[27,0,27,1],[28,0,28,7],[29,0,29,7],[30,0,30,7],[31,0,31,7]]}
["工程量清单1"]
[{"$f":"'汇总表 '!A3","v":"合同段编号：JACB"},{"$nulls":6},"货币单位：人民币元"]
["序号","子目名称","规格型号","单 位","数 量","投标报价\n单价","投标报价\n合价","备注"]
[1,"立柱PSP-3","140*4.5*724","吨",0.784,null,{"$f":"(F4*E4)","v":0},"法兰立柱"]
[2,"打入钢管","140*4.5*1400","吨",5.897,null,{"$f":"(F5*E5)","v":0},"镀锌钢管"]
[3,"立柱PSP-1","140*4.5*2350","吨",1.626,null,0,"标准立柱"]
[4,"立柱PSP-1","140*4.5*2350","吨",1.237,null,0,"多孔立柱"]
[5,"立柱PB-5","130*130*6*1390","吨",9.092,null,0,"标准立柱"]
[6,"立柱PST-7","130*130*6*1790","吨",6.524,null,0,"标准立柱"]
[7,"立柱PST-1","130*130*6*2540","吨",1849.034,null,0,"标准立柱"]
[8,"立柱PST-1","130*130*6*2590","吨",18.153,null,0,"标准立柱"]
[9,"立柱PST-1","130*130*6*2590","吨",12.707,null,0,"多孔立柱"]
[10,"DB06板","4160*310*85*4","吨",5.176,null,0,"9孔桥头板"]
[11,"异形板2","506*85*3*4160","吨",0.884,null,0,"14孔桥头板"]
[12,"RTB01-2-1(3)板 ","506*85*3*4320","吨",4.514,null,0,"14孔加强板"]
[13,"护栏板RTB03","2320*506*85*4","吨",1.096,null,0,"16孔加强板"]
[14,"RTB02-1(4)板","506*85*4*3320","吨",30.807,null,0,"16孔普板"]
[15,"RTB06板","4160*506*85*4","吨",6.875,null,0,"16孔桥头板"]
[16,"护栏板RTB02","506*85*4*4320","吨",6.12,null,0,"16孔1米加强板"]
[17,"RTB01-1-2(4)板","506*85*4*4320","吨",1586.406,null,0,"16孔加强板"]
[18,"半圆套管","102*6*260","吨",0.877,null,0]
[19,"立柱垫片","139*130*4.5*10","吨",0.119,null,0]
[20,"上端立柱","102*4.5","吨",3.181,null,0]
[21,"横梁","89*5.5*2994","吨",16.073,null,0]
[22,"套管","73*6*390","吨",0.991,null,0]
[23,"柱底法兰盘","300*300*16","吨",0.814,null,0]
[24,"加劲肋","30*70*150*10","吨",0.17,null,0]
["投标报价合计  人民币(元)",{"$nulls":5},{"$f":"SUM(G4:G27)","v":0}]
["注：1.以上货物全部足厚、足量、足质，不存在以上设施中量和质上下差的报价。"]
["       2.供货结束付款50%，年底付款40%，剩余10%工程计量完成后支付最迟2024年4月15日之前。"]
["       3.本单价为含税(13%)、含运费单价，乙方负责装货，甲方负责卸货。本数量为计划数量，最终供货数量以实际使用和到场实际过磅数量为准进行结算。计量单位以上表为准(上表以吨为单位的计量时以吨为单位计量。以片、个、套为单位的未有吨为单位的，以片、个.套为计量单位）"]
["       4.供货质量要求参照《G110 陶卜齐至罗家营(马山滑雪旅游专线路况提升)养护维修作业一阶段施工图设计》交安设施的技术质量要求甲方将对供货批次进行随机抽检，如出现检验不合格的情况，造成的一切损失包括但不限于工程延期等损失由乙方负责。(后附图纸)"]

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["工程量清单2"]
[{"$f":"'汇总表 '!A3","v":"合同段编号：JACB"},{"$nulls":6},"货币单位：人民币元"]
["序号","子目名称","规格型号","单 位","数 量","投标报价\n单价","投标报价\n合价","备注"]
[1,"柱帽","148*3","个",152,null,{"$f":"(F4*E4)","v":0},"法兰立柱"]
[2,"防阻块F-2","196*165*200*4.5","片",210,null,{"$f":"(F5*E5)","v":0},"镀锌钢管"]
[3,"防阻块F-1","196*178*200*4.5","个",35,null,0,"标准立柱"]
[4,"防阻块BG","196*178*400*4.5","个",152,null,0,"多孔立柱"]
[5,"防阻块BF I","300*200*290*4.5","个",31713,null,0,"标准立柱"]
[6,"防阻块BF II","300*200*290*4.5","个",393,null,0,"标准立柱"]
[7,"三波梁垫板","506*85*3*320","片",36,null,0,"标准立柱"]
[8,"三波梁垫板","506*85*4*320","片",15378,null,0,"标准立柱"]
[9,"圆形端头D-I","D-I","个",82,null,0,"多孔立柱"]
[10,"圆形端头","DRI","个",97,null,0,"9孔桥头板"]
[11,"圆形端头D-II","R-380-610","个",10,null,0,"14孔桥头板"]
[12,"拼接螺栓","M16*40","套",4716,null,0,"14孔加强板"]
[13,"拼接螺栓","M16*45","套",190851,null,0,"16孔加强板"]
[14,"连接螺栓","M16*45","套",125601,null,0,"16孔普板"]
[15,"连接螺栓","M16*55","套",3370,null,0,"16孔桥头板"]
[16,"六角头螺栓A","M16*180","套",697,null,0,"16孔1米加强板"]
[17,"连接螺栓C","M20*150","套",1893,null,0,"16孔加强板"]
[18,"六角头螺栓B","M20*170","套",63611,null,0]
[19,"膨胀螺栓","M16*300","套",840,null,0]
[20,"横梁垫片","76*44*4","个",128971,null,0]
["投标报价合计  人民币(元)",{"$nulls":5},{"$f":"SUM(G4:G23)","v":0}]
["注：1.以上货物全部足厚、足量、足质，不存在以上设施中量和质上下差的报价。"]
["       2.供货结束付款50%，年底付款40%，剩余10%工程计量完成后支付最迟2024年4月15日之前。"]
["       3.本单价为含税(13%)、含运费单价，乙方负责装货，甲方负责卸货。本数量为计划数量，最终供货数量以实际使用和到场实际过磅数量为准进行结算。计量单位以上表为准(上表以吨为单位的计量时以吨为单位计量。以片、个、套为单位的未有吨为单位的，以片、个.套为计量单位）"]
["       4.供货质量要求参照《G110 陶卜齐至罗家营(马山滑雪旅游专线路况提升)养护维修作业一阶段施工图设计》交安设施的技术质量要求甲方将对供货批次进行随机抽检，如出现检验不合格的情况，造成的一切损失包括但不限于工程延期等损失由乙方负责。(后附图纸)"]