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["2023年“H”项目结构工程专业分包工程报价汇总表"]
["序号","项目名称","招标控制价\n（元）","投标报价\n（元）","备注"]
[1,"过街天桥",{"$f":"过街大桥!G50","v":{"v":4324221.64,"d":"4,324,221.64"}}]
[2,"水幕桥",{"$f":"水幕桥!G35","v":{"v":1858909.5664,"d":"1,858,909.57"}}]
[3,"退台栈桥",{"$f":"退台栈桥!G42","v":{"v":883228.905,"d":"883,228.91"}}]
[4,"合计：",{"$f":"SUM(C3:C5)","v":{"v":7066360.1114,"d":"7,066,360.11"}}]
["特别说明：\n1、工程招标和分包范围：本工程所属范围的过街天桥、水幕桥、退台栈桥安装。包括：本工程设计施工图、图纸会审、设计变更、技术核定单中的桥梁工程所有施工工作内容。过街天桥2mm厚穿孔镀锌钢板曲面造型、三座桥梁的栏杆不在本次招标范围内，投标人只实施栏杆及装饰板预埋件；\n2.投标人根据施工工艺、工序及国家现行规范自行踏勘现场后综合考虑进行报价，结算时不作调整;\n3.全费用综合单价包含人工费、所有材料费（含辅材和周转材料费）、机械设备费、工具器具费、临时设施及措施费、大型机械进出场及场内转运费、下车费、吊装费、规费、管理费、配合费、安全文明施工费、以及各种风险费、保险费、施工过程中办理的各种手续费、降水费、排水费、各种检测费、利润、税费等完成该工作所需的全部费用，结算时无论涨跌、工程量增减或其它任何风险因素，均不作调整。\n4.施工中所用临时配电箱、用电线路、开关箱、机具等从建设方提供的接口处接出，所有材料、设备及安装费用含在综合单价中。"]

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["2023年“H”项目结构工程专业分包工程量清单与报价表"]
["序号","项目名称","项目特征","计量\r\n单位","工程量","招标控制价（元）","","金额（元）"]
["","","","","","单价","合价","班组所报全费用单价","合价"]
[" ","土石方工程 ",""," "," ","",""]
["1","挖基坑土石方","1.土石类别：各类土、石(含淤泥)综合，以及现场建(废)渣综合\r\n2.基础类型：综合\r\n3.开挖或开凿深度：按设计要求\r\n4.基底摊座要求：综合，由投标人综合考虑\r\n5.开挖、装土方式：综合，由投标人综合考虑\r\n6.土、石渣场内运输方式及运距：投标人自行确定\r\n7.做法：满足设计及现行施工技术、质量验收规范要求","m3","483.12",{"v":18,"d":"18.00"},{"$f":"F5*E5","v":8696.16}]
["2","回填方","1.填方材料品种：综合，但需满足设计要求\r\n2.密实度：回填土分层夯填，压实系数满足设计要求\r\n3.回填土来源及场内外运输方式、运距：投标人自行确定\r\n4.做法：满足设计及现行施工技术、质量验收规范要求","m3","65.88",{"v":7,"d":"7.00"},{"$f":"F6*E6","v":461.16}]
["3","余方弃置（含弃置费）","1.废弃料品种：土方、石方综合（含淤泥），以及现场建(废)渣综合\r\n2.弃土、石（渣）场及场外运距：投标人自行踏勘现场考虑、自主确定弃土、石场及运距（含弃渣、土、石场费用、弃土费）\r\n3.做法：满足设计及现行施工技术、质量验收规范要求","m3",{"$f":"E5-E6","v":417.24},{"v":20,"d":"20.00"},{"$f":"F7*E7","v":{"v":8344.8,"d":"8344.80"}}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G5:G7)","v":17502.12},null,{"$f":"SUM(I5:I7)","v":{"v":0,"d":"0.00"}}]
[" ","桥涵工程 ",""," "," ","",""]
[4,"垫层 C15商品砼","1.混凝土强度等级：C15商品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\r\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",13,{"$f":"370*1.03+40+30","v":{"v":451.1,"d":"451.10"}},{"$f":"F10*E10","v":{"v":5864.3,"d":"5864.30"}}]
[5,"承台 C35商品砼","1.混凝土强度等级：C35商品砼\n2.砼运输方式及运距：投标人自行确定\n3.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n4.做法：满足设计及现行施工技术、质量验收规范要求","m3","245",558.58,{"$f":"F11*E11","v":{"v":136852.1,"d":"136852.10"}}]
[6,"桥台 C35商品砼","1.混凝土强度等级：C35商品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n4.做法：满足设计及现行施工技术、质量验收规范要求","m3",50.6,{"v":558.2,"d":"558.20"},28244.92]
[7,"桥墩 C40细石商品砼","1.混凝土强度等级：C40细石商品砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",0.2,{"v":600,"d":"600.00"},{"v":120,"d":"120.00"}]
[8,"桥墩 C35 防水商品砼","1.混凝土强度等级：C35防水商品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\r\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3","49.5",{"v":600,"d":"600.00"},{"v":29700,"d":"29700.00"}]
[9,"桥墩 C35自密实品砼","1.混凝土强度等级：C35自密实品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\r\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",36.6,{"v":600,"d":"600.00"},{"v":21960,"d":"21960.00"}]
[10,"桥墩 C35自密实品砼","1.混凝土强度等级：C35自密实品砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",20.8,{"v":600,"d":"600.00"},{"v":12480,"d":"12480.00"}]
[11,"现浇构件钢筋HPB300直径 φ10以内 制作、安装","1.钢筋种类、规格：钢筋HPB300直径 φ10以内 \r\n2.钢筋连接方式：各种连接方式投标人综合考虑在报价中\r\n3.弧形构件钢筋投标人综合考虑，进入综合单价中\r\n4.投标人综合考虑埋设的方式，以及钢筋笼吊装等费用均包括在所报综合单价中不再另行计取\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","t",1.93,{"v":6500,"d":"6500.00"},{"v":12545,"d":"12545.00"}]
[12,"现浇构件钢筋HRB400E直径 ≥φ16 制作、安装","1.钢筋种类、规格：螺纹钢HRB400E ≥φ16\r\n2.钢筋连接方式：各种连接方式投标人综合考虑在报价中\r\n3.弧形构件钢筋投标人综合考虑，进入综合单价中\r\n4.投标人综合考虑埋设的方式，以及钢筋笼吊装等费用均包括在所报综合单价中不再另行计取\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","t",57.49,{"v":6500,"d":"6500.00"},{"v":373685,"d":"373685.00"}]
[13,"阻尼器","1.单个TMD质量1吨,竖向频率2.5Hz,最大阻尼比0.1,外形尺寸900*600*540mm；\n2.质量块螺杆处的螺母拧紧时涂螺纹胶；\n3.每件TMD配2个M16吊环；\n4.每件TMD配10个弹簧,安装6个,另外4个随货发出。\n5.具体做法满足设计及现行施工技术、质量验收规范要求。","个","2",{"v":24000,"d":"24000.00"},{"v":48000,"d":"48000.00"}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G10:G19)","v":669451.32},null,{"$f":"SUM(I10:I19)","v":{"v":0,"d":"0.00"}}]
[null,"桥面工程 ",""," "," ","",""]
[14,"C40细石混凝土刚性层（有筋）","1.混凝土强度等级：50厚C40细石商品砼；\n2.钢筋网片规格：φ4mm钢筋网片；\n3.砼运输方式及运距：投标人自行确定\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m2","292.3",{"v":60,"d":"60.00"},{"$f":"F22*E22","v":{"v":17538,"d":"17538.00"}}]
[16,"1mm环氧树脂封闭层","1.部位：桥面 \n2.材料品种、规格：环氧树脂封闭层； \n3.做法：满足设计及现行施工技术、质量验收规范要求","m2","292.3",{"v":12.5,"d":"12.50"},3653.75]
[17,"2mm改性环氧树脂防水层","1.防水膜品种：改性环氧树脂 \n2.涂膜厚度：2mm；\n3.做法：满足设计及现行施工技术、质量验收规范要求","m2","292.3",{"v":40,"d":"40.00"},{"v":11692,"d":"11692.00"}]
[18,"5mm厚硅PU面层","1.面层材料品种、规格、颜色：改性丙烯酸面漆； \n2.5mm硅PU面层包含:改性丙烯酸面漆、2厚加强层、3厚发泡弹性层；\n3.其余要求：材料中底漆、弹性层、加强层、面漆须同时满足新国标GB 36246-2018环保性能要求；面层成品抗寒性测试、冻融循环性测试、热空气老化测试前后,拉伸强度、拉断伸长率、撕裂强度性能数据符合GB/T 22517.4-2017、GB/T 14833-2020的相关要求,并提供具有“CMA”资质的检测机构出具的测试报告","m2","292.3",{"v":135,"d":"135.00"},{"v":39460.5,"d":"39460.50"}]
[19,"桥面排（泄）水管 φ80","1.材料品种：PVC \n2.管径：φ80\n3.安装方式：固定管卡，泄水管口安装时与地袱侧板开洞周围进行防水密封处理；\n4.做法：满足设计及现行施工技术、质量验收规范要求","m","15",{"v":20,"d":"20.00"},{"v":300,"d":"300.00"}]
[20,"桥面排（泄）水管 φ100","1.材料品种：PVC\n2.管径：φ100\n3.安装方式：固定管卡\n4.做法：满足设计及现行施工技术、质量验收规范要求","m","105",{"v":35,"d":"35.00"},{"v":3675,"d":"3675.00"}]
[21,"反光涂料油漆","1.材料品种：反光油漆警示标识 \n2.类型 ：按设计要求\n3.规格尺寸：按设计要求\n4.其他具体做法详设计并满足现行施工、技术、质量验收规范要求","m2","10.51",{"v":25,"d":"25.00"},262.75]
[22,"标志牌","1.类型：800*800限高标牌 \n2.材质、规格尺寸：铝合金面板，厚度详设计\n3.板面反光膜等级：工程级反光膜\n4.其他具体做法详设计并满足现行施工、技术、质量验收规范要求","个","4",{"v":500,"d":"500.00"},{"$f":"F29*E29","v":{"v":2000,"d":"2000.00"}}]
[23,"泄水管管盖（格栅盖板）","1.格栅盖板规格尺寸：260mm*140mm；\n2.材质：铸铁盖板；\n3.做法：满足设计及现行施工技术、质量验收规范要求。","套",8,150,{"v":1200,"d":"1200.00"}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G22:G30)","v":{"v":79782,"d":"79782.00"}},null,{"$f":"SUM(I22:I30)","v":{"v":0,"d":"0.00"}}]
[" ","钢结构工程 ",""," "," ","",""]
[24,"成品箱形钢梁（斜面、曲线、螺旋流线型）","1.成品钢材品种、规格：成品箱形钢梁（斜面、曲线、螺旋流线型），Q355C，具体规格详设计施工图\n2.安装高度：详见设计施工图 \n3.钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求；\n6.伸缩缝：Q235C预埋件，聚氨酯填缝；\n7.支座采用抗震抗拉球型钢支座KLQZ1500KN-ZX±100/KLQZ1500KN-DX±100，具体规格详设计施工图；\n8.钢构件场内、外运距：由投标人自行确定\n9.其他：该单价费用已包括安装、拼接、吊装、调试和成品保护等费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\n10.做法：满足设计及现行施工技术、质量验收规范要求","t",{"$f":"223.859-E35","v":208.489},{"v":10300,"d":"10300.00"},{"v":2147436.7,"d":"2147436.70"}]
[25,"\"V\"型钢桥墩","1.成品钢材品种、规格：\"V\"型钢桥墩，Q355C，具体规格详设计施工图\n2.安装高度：详见设计施工图 \n3.钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求\n6.钢构件场内、外运距：由投标人自行确定\n7.其他：该单价费用已包括安装、拼接、吊装、调试和成品保护等费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\n8.做法：满足设计及现行施工技术、质量验收规范要求","t",82.7,{"v":10300,"d":"10300.00"},{"v":851810,"d":"851810.00"}]
[26,"成品踏步式钢梯","1.成品钢材品种、规格：成品踏步式钢梯，Q355C，具体规格详设计施工图\n2.安装高度：详见设计施工图 \n3.钢构件表面先除锈后，钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求\n6.钢构件场内、外运距：由投标人自行确定\n7.其他：该单价费用已包括安装、拼接和吊装费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\n8.做法：满足设计及现行施工技术、质量验收规范要求","t",15.37,{"v":10300,"d":"10300.00"},{"v":158311,"d":"158311.00"}]
[27,"零星钢构件","1.成品钢材品种、规格：Q355B，具体规格详设计施工图\r\n2.安装高度：详见设计施工图 \r\n3.钢构件表面先除锈后，钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\r\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\r\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求\r\n6.钢构件场内、外运距：由投标人自行确定\r\n7.其他：该单价费用已包括安装、拼接和吊装费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\r\n8.做法：满足设计及现行施工技术、质量验收规范要求","t",4.582,{"v":10000,"d":"10000.00"},{"v":45820,"d":"45820.00"}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G33:G36)","v":{"v":3203377.7,"d":"3203377.70"}},null,{"$f":"SUM(I33:I36)","v":{"v":0,"d":"0.00"}}]
[" ","措施项目 ",""," "," ","",""]
[28,"完成桥梁安装的所有措施费","包括但不限于经发包人审批合格的施工方案相关措施费及以下内容：\n1.由于施工受行车、行人干扰的影响，导致人工、机械效率降低而增加的费用；\n2．为保证行车、行人的安全，现场增设维护交通与疏导人员而增加的人工费用；\n3.包括需要搭设的脚手架、支架区域的150mm厚C25商品砼地面硬化及拆除，支架的搭拆、运输，支架的租赁和使用费，临时支墩和垫板费用等，即：投标人应根据设计图及企业自身实力，综合考虑搭设支架的做法以及涉及的相关费用；\n4.破除及恢复，既有九狮路沥青路面、基层、标线和人行道路面、基层；桥梁承台开挖后的边坡防护措施、防排水措施等费用\n5.做法：满足设计及现行技术、质量验收规范要求","项","1",{"v":300000,"d":"300000.00"},{"$f":"F39*E39","v":{"v":300000,"d":"300000.00"}}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G39:G39)","v":{"v":300000,"d":"300000.00"}},null,{"$f":"SUM(I39:I39)","v":{"v":0,"d":"0.00"}}]
[" ","混凝土模板及支架（撑 ） ",""," "," ","",""]
[29,"垫层模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2","69.6",{"v":35,"d":"35.00"},{"$f":"F42*E42","v":{"v":2436,"d":"2436.00"}}]
[30,"承台模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2","425.36",{"v":70,"d":"70.00"},{"$f":"F43*E43","v":{"v":29775.2,"d":"29775.20"}}]
[31,"桥墩模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2","136.02",{"v":70,"d":"70.00"},{"$f":"F44*E44","v":{"v":9521.4,"d":"9521.40"}}]
[32,"桥台模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2","105.37",{"v":70,"d":"70.00"},{"$f":"F45*E45","v":{"v":7375.9,"d":"7375.90"}}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G42:G45)","v":{"v":49108.5,"d":"49108.50"}},null,{"$f":"SUM(I42:I45)","v":{"v":0,"d":"0.00"}}]
[" ","大型机械设备进出场及安拆 ",""," "," ","",""]
[33,"大型机械设备进出场及安拆","1.机械设备名称、型号：投标人综合自身施工组织能力考虑机械型号；\n2.机械进场、出场费用已含在该单价中\n3.做法：满足设计及现行施工技术、质量验收规范要求","项","1",{"v":5000,"d":"5000.00"},{"$f":"F48*E48","v":{"v":5000,"d":"5000.00"}}]
[" ","分部小计 ",""," "," ","",{"$f":"G48","v":{"v":5000,"d":"5000.00"}},null,{"$f":"I48","v":{"v":0,"d":"0.00"}}]
[null,"合    计：",null,"","","",{"$f":"G8+G20+G31+G37+G40+G46+G49","v":{"v":4324221.64,"d":"4,324,221.64"}},null,{"$f":"I8+I20+I31+I37+I40+I46+I49","v":{"v":0,"d":"0.00"}}]

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["2023年“H”项目结构工程专业分包工程量清单与报价表"]
["序号","项目名称","项目特征","计量\r\n单位","工程量","招标控制价（元）","","金额（元）"]
["","","","","","单价","合价","班组所报全费用单价","合价"]
[" ","土石方工程 ",""," "," ","",""]
["1","挖基坑土石方","1.土石类别：各类土、石(含淤泥)综合，以及现场建(废)渣综合\r\n2.基础类型：综合\r\n3.开挖或开凿深度：按设计要求\r\n4.基底摊座要求：综合，由投标人综合考虑\r\n5.开挖、装土方式：综合，由投标人综合考虑\r\n6.土、石渣场内运输方式及运距：投标人自行确定\r\n7.做法：满足设计及现行施工技术、质量验收规范要求","m3",102,{"v":18,"d":"18.00"},{"$f":"F5*E5","v":{"v":1836,"d":"1836.00"}}]
["2","回填方","1.填方材料品种：综合，但需满足设计要求\r\n2.密实度：回填土分层夯填，压实系数满足设计要求\r\n3.回填土来源及场内外运输方式、运距：投标人自行确定\r\n4.做法：满足设计及现行施工技术、质量验收规范要求","m3",35,{"v":7,"d":"7.00"},{"v":245,"d":"245.00"}]
["3","余方弃置（含弃置费）","1.废弃料品种：土方、石方综合（含淤泥），以及现场建(废)渣综合\r\n2.弃土、石（渣）场及场外运距：投标人自行踏勘现场考虑、自主确定弃土、石场及运距（含弃渣、土、石场费用、弃土费）\r\n3.做法：满足设计及现行施工技术、质量验收规范要求","m3",{"$f":"E5-E6","v":67},{"v":20,"d":"20.00"},{"v":1340,"d":"1340.00"}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G5:G7)","v":{"v":3421,"d":"3421.00"}},null,{"$f":"SUM(I5:I7)","v":{"v":0,"d":"0.00"}}]
[" ","桥涵工程 ",""," "," ","",""]
[4,"垫层 C15商品砼","1.混凝土强度等级：C15商品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\r\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",2.2,{"$f":"370*1.03+40+30","v":{"v":451.1,"d":"451.10"}},{"$f":"F10*E10","v":992.42}]
[5,"挡土板 C20商品砼","1.混凝土强度等级：C20商品砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",{"$f":"4.5*2*0.7","v":6.3},{"$f":"380*1.03+40+30","v":{"v":461.4,"d":"461.40"}},2906.82]
[6,"C25细石混凝土墩（台）身","1.混凝土强度等级：C25商品细石砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",0.16,{"v":514.7,"d":"514.70"},{"v":82.352,"d":"82.35"}]
[7,"桥台 C35商品砼","1.混凝土强度等级：C35商品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n4.做法：满足设计及现行施工技术、质量验收规范要求","m3",18.2,{"v":558.2,"d":"558.20"},10159.24]
[8,"桥墩 C35自密实品砼","1.混凝土强度等级：C35自密实品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\r\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",9.1,{"v":600,"d":"600.00"},{"v":5460,"d":"5460.00"}]
[9,"桥墩 C40细石商品砼","1.混凝土强度等级：C40细石商品砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",0.24,{"v":600,"d":"600.00"},{"v":144,"d":"144.00"}]
[10,"现浇构件钢筋HRB400E直径 ≥φ16 制作、安装","1.钢筋种类、规格：螺纹钢HRB400E ≥φ16\r\n2.钢筋连接方式：各种连接方式投标人综合考虑在报价中\r\n3.弧形构件钢筋投标人综合考虑，进入综合单价中\r\n4.投标人综合考虑埋设的方式，以及钢筋笼吊装等费用均包括在所报综合单价中不再另行计取\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","t",5.384,{"v":6500,"d":"6500.00"},{"v":34996,"d":"34996.00"}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G10:G16)","v":{"v":54740.832,"d":"54740.83"}},null,{"$f":"SUM(I10:I16)","v":{"v":0,"d":"0.00"}}]
[" ","桥面工程 ",""," "," ","",""]
["12","15+1.9PVB+15mm钢化夹胶玻璃","1.骨架制作、运输、安装、刷防护材料、油漆：在主梁、横梁、小纵梁上焊接50mm×50mm×2mm的定位矩管,定位矩管与铺装顶面齐平,采用浸锌处理； \n2.玻璃：玻璃桥面板采用15+1.9PVB+15mm钢化夹胶玻璃(透明无色)； \n3.接缝、嵌缝：在玻璃板端和定位矩管之间预留5mm缝隙,用于填塞泡沫条,并填充结构密封胶，具体详见施工图；","m2","520.4",{"v":850,"d":"850.00"},{"$f":"F19*E19","v":{"v":442340,"d":"442340.00"}}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G19:G19)","v":{"v":442340,"d":"442340.00"}},null,{"$f":"SUM(I19:I19)","v":{"v":0,"d":"0.00"}}]
[" ","钢结构工程 ",""," "," ","",""]
["15","成品箱形钢梁（斜面、曲线、螺旋流线型）","1.成品钢材品种、规格：成品箱形钢梁（斜面、曲线、螺旋流线型），Q355C，具体规格详设计施工图\n2.安装高度：详见设计施工图 \n3.钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求；\n6.伸缩缝：U型不锈钢伸缩缝，沥青油膏嵌缝，不锈钢盖板；\n7.支座采用橡胶支座GYZF4 d200/GYZ d400，具体规格详设计施工图；\n8.钢构件场内、外运距：由投标人自行确定\n9.其他：该单价费用已包括安装、拼接、吊装、调试和成品保护等费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\n10.做法：满足设计及现行施工技术、质量验收规范要求","t",117.755,{"v":10300,"d":"10300.00"},{"$f":"F22*E22","v":{"v":1212876.5,"d":"1212876.50"}}]
[25,"成品箱形钢桥墩","1.成品钢材品种、规格：成品箱形钢梁（斜面、曲线、螺旋流线型），Q355C，具体规格详设计施工图\n2.安装高度：详见设计施工图 \n3.钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求\n6.钢构件场内、外运距：由投标人自行确定\n7.其他：该单价费用已包括安装、拼接、吊装、调试和成品保护等费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\n8.做法：满足设计及现行施工技术、质量验收规范要求","t",8.295,{"v":10300,"d":"10300.00"},{"$f":"F23*E23","v":{"v":85438.5,"d":"85438.50"}}]
["17","零星钢构件","1.成品钢材品种、规格：Q355B，具体规格详设计施工图\r\n2.安装高度：详见设计施工图 \r\n3.钢构件表面先除锈后，钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\r\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\r\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求\r\n6.钢构件场内、外运距：由投标人自行确定\r\n7.其他：该单价费用已包括安装、拼接和吊装费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\r\n8.做法：满足设计及现行施工技术、质量验收规范要求","t",1.902,{"v":10000,"d":"10000.00"},{"$f":"F24*E24","v":{"v":19020,"d":"19020.00"}}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G22:G24)","v":{"v":1317335,"d":"1317335.00"}},null,{"$f":"SUM(I22:I24)","v":{"v":0,"d":"0.00"}}]
[" ","措施项目 ",""," "," ","",""]
["22","脚手架","1.搭设方式：由投标人自行考虑\n2.搭设高度：详见设计\n3.脚手架材质：由投标人自行考虑\n4.做法：满足设计及现行技术、质量验收规范要求","项",1,{"v":32000,"d":"32000.00"},{"v":32000,"d":"32000.00"}]
["24","垫层模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2",4,{"v":35,"d":"35.00"},{"$f":"F28*E28","v":{"v":140,"d":"140.00"}}]
["26","桥墩模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2",{"$f":"3.14*(0.3*0.3*6+0.4*0.4*6.4)*2","v":{"v":9.82192,"d":"9.82"}},{"v":70,"d":"70.00"},{"$f":"F29*E29","v":{"v":687.5344,"d":"687.53"}}]
["27","桥台模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2",{"$f":"(1.6+4.5)*2*1.9*2","v":46.36},{"v":70,"d":"70.00"},{"$f":"F30*E30","v":{"v":3245.2,"d":"3245.20"}}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G27:G30)","v":{"v":36072.7344,"d":"36072.73"}},null,{"$f":"SUM(I27:I30)","v":{"v":0,"d":"0.00"}}]
[" ","大型机械设备进出场及安拆 ",""," "," ","",""]
["28","大型机械设备进出场及安拆","1.机械设备名称、型号：投标人综合自身施工组织能力考虑机械型号；\n2.机械进场、出场费用已含在该单价中\n3.做法：满足设计及现行施工技术、质量验收规范要求","项","1",{"v":5000,"d":"5000.00"},{"$f":"F33*E33","v":{"v":5000,"d":"5000.00"}}]
[" ","分部小计 ",""," "," ","",{"$f":"G33","v":{"v":5000,"d":"5000.00"}},null,{"$f":"I33","v":{"v":0,"d":"0.00"}}]
[null,"合    计：",null,"","","",{"$f":"G8+G17+G20+G25+G31+G34","v":{"v":1858909.5664,"d":"1,858,909.57"}},null,{"$f":"I8+I17+I20+I25+I31+I34","v":{"v":0,"d":"0.00"}}]

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["2023年“H”项目结构工程专业分包工程量清单与报价表"]
["序号","项目名称","项目特征","计量\r\n单位","工程量","招标控制价（元）","","金额（元）"]
["","","","","","单价","合价","班组所报全费用单价","合价"]
[" ","土石方工程 ",""," "," ","",""]
["1","挖基坑土石方","1.土石类别：各类土、石(含淤泥)综合，以及现场建(废)渣综合\r\n2.基础类型：综合\r\n3.开挖或开凿深度：按设计要求\r\n4.基底摊座要求：综合，由投标人综合考虑\r\n5.开挖、装土方式：综合，由投标人综合考虑\r\n6.土、石渣场内运输方式及运距：投标人自行确定\r\n7.做法：满足设计及现行施工技术、质量验收规范要求","m3","61.7",{"v":18,"d":"18.00"},{"$f":"F5*E5","v":{"v":1110.6,"d":"1110.60"}}]
["2","回填方","1.填方材料品种：综合，但需满足设计要求\r\n2.密实度：回填土分层夯填，压实系数满足设计要求\r\n3.回填土来源及场内外运输方式、运距：投标人自行确定\r\n4.做法：满足设计及现行施工技术、质量验收规范要求","m3","19.8",{"v":7,"d":"7.00"},{"v":138.6,"d":"138.60"}]
["3","余方弃置（含弃置费）","1.废弃料品种：土方、石方综合（含淤泥），以及现场建(废)渣综合\r\n2.弃土、石（渣）场及场外运距：投标人自行踏勘现场考虑、自主确定弃土、石场及运距（含弃渣、土、石场费用、弃土费）\r\n3.做法：满足设计及现行施工技术、质量验收规范要求","m3","41.9",{"v":20,"d":"20.00"},{"v":838,"d":"838.00"}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G5:G7)","v":{"v":2087.2,"d":"2087.20"}},null,{"$f":"SUM(I5:I7)","v":{"v":0,"d":"0.00"}}]
[" ","桥涵工程 ",""," "," ","",""]
[4,"垫层 C15商品砼","1.混凝土强度等级：C15商品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\r\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",0.3,{"$f":"370*1.03+40+30","v":{"v":451.1,"d":"451.10"}},{"$f":"F10*E10","v":135.33}]
[5,"C25细石混凝土墩（台）身","1.混凝土强度等级：C20商品细石砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",0.1,{"v":514.7,"d":"514.70"},51.47]
[6,"桥墩 C35自密实品砼","1.混凝土强度等级：C35自密实品砼\r\n2.砼运输方式及运距：投标人自行确定\r\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\r\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",1.1,{"v":600,"d":"600.00"},{"v":660,"d":"660.00"}]
[7,"桥台 C35水下商品砼","1.混凝土强度等级：C35水下商品砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",36,{"v":600,"d":"600.00"},{"v":21600,"d":"21600.00"}]
[8,"桥墩 C40细石商品砼","1.混凝土强度等级：C40细石商品砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",0.1,{"v":600,"d":"600.00"},{"v":60,"d":"60.00"}]
[9,"现浇构件钢筋HPB300直径 φ10以内 制作、安装","1.钢筋种类、规格：钢筋HPB300直径 φ10以内 \r\n2.钢筋连接方式：各种连接方式投标人综合考虑在报价中\r\n3.弧形构件钢筋投标人综合考虑，进入综合单价中\r\n4.投标人综合考虑埋设的方式，以及钢筋笼吊装等费用均包括在所报综合单价中不再另行计取\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","t",1,{"v":6500,"d":"6500.00"},{"v":6500,"d":"6500.00"}]
[10,"现浇构件钢筋HRB400E直径 ≥φ16 制作、安装","1.钢筋种类、规格：螺纹钢HRB400E ≥φ16\r\n2.钢筋连接方式：各种连接方式投标人综合考虑在报价中\r\n3.弧形构件钢筋投标人综合考虑，进入综合单价中\r\n4.投标人综合考虑埋设的方式，以及钢筋笼吊装等费用均包括在所报综合单价中不再另行计取\r\n5.做法：满足设计及现行施工技术、质量验收规范要求","t",1.274,{"v":6500,"d":"6500.00"},{"v":8281,"d":"8281.00"}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G10:G16)","v":{"v":37287.8,"d":"37287.80"}},null,{"$f":"SUM(I10:I16)","v":{"v":0,"d":"0.00"}}]
[" ","桥面工程 ",""," "," ","",""]
[11,"共挤木塑","1.龙骨铺设：50X50X4镀锌矩形钢龙骨@450； \n3.面层铺贴：120X40共挤塑木； \n4.刷防护材料 \n6.材料运输","m2",151.9,{"v":550,"d":"550.00"},{"$f":"F19*E19","v":{"v":83545,"d":"83545.00"}}]
[12,"桥面 50mm厚C40细石混凝土","1.混凝土强度等级：C40细石商品砼；\n2.砼运输方式及运距：投标人自行确定\n3.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n4.做法：满足设计及现行施工技术、质量验收规范要求","m2",151.9,{"v":52,"d":"52.00"},{"v":7898.8,"d":"7898.80"}]
[13,"桥面 2mm厚防水涂料","1.防水膜品种：改性环氧树脂 \n2.涂膜厚度：2mm；\n3.做法：满足设计及现行施工技术、质量验收规范要求","m2",151.9,{"v":40,"d":"40.00"},{"v":6076,"d":"6076.00"}]
[15,"桥面排（泄）水管 φ80","1.材料品种：PVC \n2.管径：φ80\n3.安装方式：固定管卡，泄水管口安装时与地袱侧板开洞周围进行防水密封处理；\n4.做法：满足设计及现行施工技术、质量验收规范要求","m",16,{"v":30,"d":"30.00"},{"v":480,"d":"480.00"}]
[16,"钢管φ80","1.材料品种：镀锌钢管 \n2.管径：φ80\n3.具体做法：详见设计\n4.满足设计及现行施工技术、质量验收规范要求","m",7.6,{"v":50,"d":"50.00"},{"v":380,"d":"380.00"}]
[17,"地漏 DN100","1.材料品种：不锈钢地漏\n2.规格：DN100\n3.具体做法：详见设计\n4.满足设计及现行施工技术、质量验收规范要求","个",6,{"v":150,"d":"150.00"},{"v":900,"d":"900.00"}]
[18,"6cm挤塑聚苯板防水","1.防水材料品种：6cm挤塑聚苯板防水\n2.做法：满足设计及现行施工技术、质量验收规范要求","m2",15.4,58.93,{"v":907.522,"d":"907.52"}]
[19,"C35防水砼","1.混凝土强度等级：C35防水商品砼\n2.砼运输方式及运距：投标人自行确定\n3.外加剂：满足设计要求，投标人应考虑该部分费用已含在该单价中\n4.砼现场泵送采用的机械种类及方式：投标人自行确定，泵送费用和泵送运距已综合考虑在单价中\n5.做法：满足设计及现行施工技术、质量验收规范要求","m3",0.8,{"v":600,"d":"600.00"},{"v":480,"d":"480.00"}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G19:G26)","v":{"v":100667.322,"d":"100667.32"}},null,{"$f":"SUM(I19:I26)","v":{"v":0,"d":"0.00"}}]
[" ","钢结构工程 ",""," "," ","",""]
["15","成品箱形钢梁（斜面、曲线、螺旋流线型）","1.成品钢材品种、规格：成品箱形钢梁（斜面、曲线、螺旋流线型），Q355C，具体规格详设计施工图\n2.安装高度：详见设计施工图 \n3.钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求；\n6.伸缩缝：U型不锈钢伸缩缝，沥青油膏嵌缝，不锈钢盖板；\n7.支座采用橡胶支座GYZF4 d200/GYZ d400，具体规格详设计施工图；\n8.钢构件场内、外运距：由投标人自行确定\n9.其他：该单价费用已包括安装、拼接、吊装、调试和成品保护等费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\n11.做法：满足设计及现行施工技术、质量验收规范要求","t",67.24,{"v":10300,"d":"10300.00"},{"$f":"F29*E29","v":{"v":692572,"d":"692572.00"}}]
[25,"成品箱形钢桥墩","1.成品钢材品种、规格：成品箱形钢梁（斜面、曲线、螺旋流线型），Q355C，具体规格详设计施工图\n2.安装高度：详见设计施工图 \n3.钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求\n6.钢构件场内、外运距：由投标人自行确定\n7.其他：该单价费用已包括安装、拼接、吊装、调试和成品保护等费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\n8.做法：满足设计及现行施工技术、质量验收规范要求","t",2.331,{"v":10300,"d":"10300.00"},{"$f":"F30*E30","v":{"v":24009.3,"d":"24009.30"}}]
["17","零星钢构件","1.成品钢材品种、规格：Q355B，具体规格详设计施工图\n2.安装高度：详见设计施工图 \n3.钢构件表面先除锈后，钢构件表面先除锈后，防腐、油漆其余具体做法按设计施工图要求\n4.螺栓、橡胶垫板、固定配件和连接配件等材料种类规格：详见设计施工图，现场施工满足设计规范要求，其费用已综合考虑在单价中\n5.钢结构连接处和探伤做法：详见设计施工图，满足设计要求\n6.钢构件场内、外运距：由投标人自行确定\n7.其他：该单价费用已包括安装、拼接和吊装费用，投标人报价时应充分考虑；其余涉及钢结构措施费，另列在干杯建筑物总价包干措施费中；\n8.做法：满足设计及现行施工技术、质量验收规范要求","t",1.044,{"v":10000,"d":"10000.00"},{"$f":"F31*E31","v":{"v":10440,"d":"10440.00"}}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G29:G31)","v":{"v":727021.3,"d":"727021.30"}},null,{"$f":"SUM(I29:I31)","v":{"v":0,"d":"0.00"}}]
[" ","措施项目 ",""," "," ","",""]
["22","脚手架","1.搭设方式：由投标人自行考虑\r\n2.搭设高度：详见设计\r\n3.脚手架材质：由投标人自行考虑\r\n4.做法：满足设计及现行技术、质量验收规范要求","项",1,{"v":10000,"d":"10000.00"},{"$f":"F34*E34","v":{"v":10000,"d":"10000.00"}}]
[23,"垫层模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2",1.5,{"v":35,"d":"35.00"},{"$f":"F35*E35","v":{"v":52.5,"d":"52.50"}}]
["23","桥墩模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2",{"$f":"3.14*0.3*0.3*6.5","v":{"v":1.8369,"d":"1.84"}},{"v":70,"d":"70.00"},{"$f":"F36*E36","v":{"v":128.583,"d":"128.58"}}]
[24,"桥台模板安、拆","1.支模高度：综合\r\n2.模板类型：木模、组合钢模板、竹胶合板等综合\r\n3.支架材料：钢管、竹、木支架综合，断面尺寸、材质、工艺等符合设计和施工验收规范要求\r\n4.本项目投标人应根据施工经验,现场实际情况和企业自身情况综合报价,不论采用何种支模方式综合报价","m2",{"$f":"(2.5+1.2)*2*1.9","v":14.06},{"v":70,"d":"70.00"},{"$f":"F37*E37","v":{"v":984.2,"d":"984.20"}}]
[" ","分部小计 ",""," "," ","",{"$f":"SUM(G34:G37)","v":{"v":11165.283,"d":"11165.28"}},null,{"$f":"SUM(I34:I37)","v":{"v":0,"d":"0.00"}}]
[" ","大型机械设备进出场及安拆 ",""," "," ","",""]
[25,"大型机械设备进出场及安拆","1.机械设备名称、型号：投标人综合自身施工组织能力考虑机械型号；\n2.机械进场、出场费用已含在该单价中\n3.做法：满足设计及现行施工技术、质量验收规范要求","项","1",{"v":5000,"d":"5000.00"},{"$f":"F40*E40","v":{"v":5000,"d":"5000.00"}}]
[" ","分部小计 ",""," "," ","",{"$f":"G40","v":{"v":5000,"d":"5000.00"}},null,{"$f":"I40","v":{"v":0,"d":"0.00"}}]
[null,"合    计：",null,"","","",{"$f":"G8+G17+G27+G32+G38+G41","v":{"v":883228.905,"d":"883,228.91"}},null,{"$f":"I8+I17+I27+I32+I38+I41","v":{"v":0,"d":"0.00"}}]