{"text_format":"3","workbook":"xlsx","n_sheets":6,"sheets":["汇总表","拱桥","车行平桥","人行平桥","车行管涵","人行管涵"],"not_rendered":{"defined_names":5},"read":"whole","date_system":"1900"}

{"sheet":"汇总表","index":0,"n_rows":9,"n_cols":4,"rows_kept":9,"merged":[[0,0,0,3],[1,0,1,3]]}
["投标总价表"]
["工程名称：东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目园桥专业分包工程"]
["序号","项目名称","投标报价（元）","备注"]
[1,"拱桥",null,"15座"]
[2,"车行平桥",null,"10座"]
[3,"人行平桥",null,"9座"]
[4,"车行管涵桥",null,"5座"]
[5,"人行管涵桥",null,"9座"]
[null,"合计"]

{"sheet":"拱桥","index":1,"n_rows":39,"n_cols":9,"rows_kept":39,"merged":[[0,0,0,8],[1,0,1,5],[3,0,3,8],[38,0,38,8]]}
["拱桥工程量清单"]
["项目名称：东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目园桥专业分包工程"]
["序号","项目名称","项目特征","工作内容","单位","工程数量","全费用综合单价（元）","合计（元）","备注"]
["拱桥15座"]
[null,null,"土方"]
[1,"挖沟槽土方","1.土壤类别：土\n2.不装车，堆置于工作面以外整平\n3.以图示开挖面积乘以挖土深度以天然密实体积计量","放坡、挖沟槽（坑）土方、坑槽余土清理，边坡修整等","m3",4123.35,null,{"$f":"TRUNC(G6*F6,2)","v":{"v":0,"d":"0.00"}}]
[2,"回填夯填土方","1.填方来源：场内取土\n2.夯实系数：不小于0.93\n3.以回填的竣工天然密实体积计量","场内运输平衡、回填、找平、夯实等","m3",{"v":1500,"d":"1500.00"},null,{"$f":"TRUNC(G7*F7,2)","v":{"v":0,"d":"0.00"}}]
[null,null,"桥台及基础"]
[1,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93\n3.以图示尺寸垫层面积计算","碎土、洒水、打夯、平整","m2",{"v":897,"d":"897.00"},null,{"$f":"TRUNC(G9*F9,2)","v":{"v":0,"d":"0.00"}}]
[2,"垫层","1.种类：山皮石\n2.厚度：500厚\n3.以图示尺寸以压实后体积计量","基层清理、基层碾压铺设、成品养护","m3",{"v":448.5,"d":"448.50"},null,{"$f":"TRUNC(G10*F10,2)","v":{"v":0,"d":"0.00"}}]
[3,"钢筋混凝土带型基础","1.混凝土强度：500厚C40\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":297,"d":"297.00"},null,{"$f":"TRUNC(G11*F11,2)","v":{"v":0,"d":"0.00"}}]
[4,"钢筋混凝土桥台","1.混凝土强度：C40\n2.混凝土种类：商品混凝土\n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":549.9,"d":"549.90"},null,{"$f":"TRUNC(G12*F12,2)","v":{"v":0,"d":"0.00"}}]
[5,"联梁","1.梁截面：300*500@3000\n2.混凝土强度：C30\n3.混凝土种类：商品混凝土\n4.按设计图示尺寸以体积计量。\n当桥墩基础间净距＞6m时设置    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":40.5,"d":"40.50"},null,{"$f":"TRUNC(G13*F13,2)","v":{"v":0,"d":"0.00"}}]
[6,"模板","1.构件：基础、桥台、联梁\n2.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":1525.5,"d":"1525.50"},null,{"$f":"TRUNC(G14*F14,2)","v":{"v":0,"d":"0.00"}}]
[7,"现浇钢筋","1.钢筋种类：HRB400\n2.钢筋规格：详见图纸\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装等工作内容","t",124.35,null,{"$f":"TRUNC(G15*F15,2)","v":{"v":0,"d":"0.00"}}]
[null,null,"拱"]
[1,"钢筋混凝土拱板","1.混凝土强度：400厚C40\n2.混凝土种类：商品混凝土\n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":323.4,"d":"323.40"},null,{"$f":"TRUNC(G17*F17,2)","v":{"v":0,"d":"0.00"}}]
[2,"土模","1.土模造型（分层夯实）\n2.面层修整，满足拱板施工条件\n3.拱板施工完成后土方清运\n4.高度：4m\n4.按拱底长度乘以（拱宽+2米）乘以平均高度以体积计量","场内土方运输平衡、回填、分层夯实、边坡修整、余土清理、完工后恢复河道、土方清运","m3",{"v":3312,"d":"3312.00"},null,{"$f":"TRUNC(G18*F18,2)","v":{"v":0,"d":"0.00"}}]
[3,"拱板模板","1.构件类型：拱板\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":999.3,"d":"999.30"},null,{"$f":"TRUNC(G19*F19,2)","v":{"v":0,"d":"0.00"}}]
[4,"护拱","1.材质：片石,≥300厚\n2.砂浆种类：M10水泥砂浆\n3.按设计图示尺寸以体积计量","放样、选石、运石,调制、运输砂浆,堆砌、勾缝、清理、养护、安装排水管（如有）等","m3",{"v":529.2,"d":"529.20"},null,{"$f":"TRUNC(G20*F20,2)","v":{"v":0,"d":"0.00"}}]
[5,"找平层","1.材质：C15混凝土找平层\n2.厚度：50mm\n3.按设计图示尺寸以平米计量","基层清理、混凝土场内运输、抹找平层、养护等","m2",{"v":1058.4,"d":"1058.40"},null,{"$f":"TRUNC(G21*F21,2)","v":{"v":0,"d":"0.00"}}]
[6,"防水层","1.材质：JS防水层\n2.厚度：5mm\n3.按设计图示尺寸以平米计量","清理基层、刷基层处理剂、刷防水涂料等","m2",{"v":1058.4,"d":"1058.40"},null,{"$f":"TRUNC(G22*F22,2)","v":{"v":0,"d":"0.00"}}]
[7,"联梁","1.梁截面：400*400\n2.混凝土强度：C30\n3.混凝土种类：商品混凝土\n4.按设计图示尺寸以体积计量。\n当桥墩基础间净距＞6m时设置    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":54,"d":"54.00"},null,{"$f":"TRUNC(G23*F23,2)","v":{"v":0,"d":"0.00"}}]
[8,"模板","1.构件：护拱墙联梁\n2.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":405,"d":"405.00"},null,{"$f":"TRUNC(G24*F24,2)","v":{"v":0,"d":"0.00"}}]
[9,"现浇钢筋","1.钢筋种类：HRB400\n2.钢筋规格：详见图纸\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装等工作内容","t",53.85,null,{"$f":"TRUNC(G25*F25,2)","v":{"v":0,"d":"0.00"}}]
[null,null,"悬臂挡墙"]
[1,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93\n3.以图示尺寸垫层面积计算","碎土、洒水、打夯、平整","m2",{"v":858,"d":"858.00"},null,{"$f":"TRUNC(G27*F27,2)","v":{"v":0,"d":"0.00"}}]
[2,"灰土垫层","1.种类：灰土垫层，含量9%\n2.厚度：500厚\n3.分层碾压分层夯实\n4.以图示尺寸以压实后体积计量","基层清理、基层碾压铺设、成品养护","m3",359.25,null,{"$f":"TRUNC(G28*F28,2)","v":{"v":0,"d":"0.00"}}]
[3,"混凝土垫层","1.混凝土强度：200厚C15\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":226.5,"d":"226.50"},null,{"$f":"TRUNC(G29*F29,2)","v":{"v":0,"d":"0.00"}}]
[4,"模板","1.构件：基础、垫层\n2.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":288,"d":"288.00"},null,{"$f":"TRUNC(G30*F30,2)","v":{"v":0,"d":"0.00"}}]
[5,"钢筋锚固","1.钢筋种类：HRB400\n2.钢筋规格：直径18@200*200\n3.锚固深度：≥板厚2/3\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装、锚固、工作内容","t",{"v":13.2,"d":"13.20"},null,{"$f":"TRUNC(G31*F31,2)","v":{"v":0,"d":"0.00"}}]
[6,"钢筋混凝土挡墙","1.挡墙种类：悬臂挡墙XJA3.5\n2.混凝土强度：C40\n3.混凝土种类：商品混凝土 \n4.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":954,"d":"954.00"},null,{"$f":"TRUNC(G32*F32,2)","v":{"v":0,"d":"0.00"}}]
[7,"模板","1.构件：挡墙\n2.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":4089.3,"d":"4089.30"},null,{"$f":"TRUNC(G33*F33,2)","v":{"v":0,"d":"0.00"}}]
[8,"现浇钢筋","1.钢筋种类：HRB400\n2.钢筋规格：详见图纸\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装等工作内容","t",148.35,null,{"$f":"TRUNC(G34*F34,2)","v":{"v":0,"d":"0.00"}}]
[null,null,"桥面结构及灰土填充"]
[1,"灰土回填","1.9%石灰土垫层\n2.分层回填，分层碾压\n3.综合运距3km；\n4.按图示尺寸以压实后体积计量","基层清理、基层碾压铺设、成品养护","m3",{"v":3691.5,"d":"3691.50"},null,{"$f":"TRUNC(G36*F36,2)","v":{"v":0,"d":"0.00"}}]
[2,"砖砌体","1.墙宽度：120mm\n2.砖规格：标准砖240*115*53\n3.砂浆：M5砂浆\n4.按图示尺寸以体积计量","砂浆调制，砌砖砌体，养护等，场内材料运输","m3",14.85,null,{"$f":"TRUNC(G37*F37,2)","v":{"v":0,"d":"0.00"}}]
[null,"合计",{"$nulls":5},{"$f":"SUM(H6:H37)","v":{"v":0,"d":"0.00"}}]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道、脚手架、支架、安全文明（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、施工降排水、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准。\n3、清单计量规格实行《2013年工程量清单计量规范》\n4、验收规范：满足设计及相关现行规范要求，清单未尽事宜详见图纸以及规范要求。"]

{"sheet":"车行平桥","index":2,"n_rows":26,"n_cols":9,"rows_kept":26,"merged":[[0,0,0,8],[1,0,1,5],[3,0,3,8],[25,0,25,8]]}
["板桥（车行）工程量清单"]
["项目名称：东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目园桥专业分包工程"]
["序号","项目名称","项目特征","工作内容","单位","工程数量","全费用综合单价（元）","合计（元）","备注"]
["车行平桥10座"]
[null,"土方"]
[1,"挖沟槽土方","1.土壤类别：土\n2.不装车，堆置于工作面以外整平\n3.以图示开挖面积乘以挖土深度以天然密实体积计量","放坡、挖沟槽（坑）土方、坑槽余土清理，边坡修整等","m3",{"v":1892.6,"d":"1892.60"},null,{"$f":"ROUND(G6*F6,2)","v":{"v":0,"d":"0.00"}}]
[2,"灰土回填","1.种类：灰土4%\n2.部位：桥墩背后，分层夯实，每层不得大于300\n3.以图示尺寸以压实后体积计量","场内运输平衡、回填、找平、分层夯实等","m3",{"v":867.7,"d":"867.70"},null,{"$f":"ROUND(G7*F7,2)","v":{"v":0,"d":"0.00"}}]
[3,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93\n3.以图示尺寸垫层面积计算","碎土、洒水、打夯、平整","m2",{"v":1480.9,"d":"1480.90"},null,{"$f":"ROUND(G8*F8,2)","v":{"v":0,"d":"0.00"}}]
[null,"挡土墙","XJB4悬臂挡墙"]
[1,"钢筋混凝土挡土墙","1.钢筋混凝土挡墙\n2.混凝土强度：C40\n3.混凝土种类：商品混凝土\n4.按设计图示尺寸以体积计量。 ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":257.3,"d":"257.30"},null,{"$f":"ROUND(G10*F10,2)","v":{"v":0,"d":"0.00"}}]
[2,"现浇钢筋","1.钢筋种类：HRB400\n2.钢筋规格：详见图纸\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装等工作内容","t",{"v":55.8,"d":"55.80"},null,{"$f":"ROUND(G11*F11,2)","v":{"v":0,"d":"0.00"}}]
[null,"桥结构"]
[1,"垫层","1.种类：灰土4%\n2.厚度：500厚，分层夯实，每层不得大于300\n3.以图示尺寸以压实后体积计量","场内运输平衡、回填、找平、分层夯实等","m3",{"v":547.5,"d":"547.50"},null,{"$f":"ROUND(G13*F13,2)","v":{"v":0,"d":"0.00"}}]
[2,"混凝土垫层","1.混凝土强度：100厚C10\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":26.8,"d":"26.80"},null,{"$f":"ROUND(G14*F14,2)","v":{"v":0,"d":"0.00"}}]
[3,"钢筋混凝土墩台","1.混凝土强度：C40（可参30%以内MU30毛石）\n2.混凝土种类：商品混凝土\n3.按设计图示尺寸以体积计量。","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":469.5,"d":"469.50"},null,{"$f":"ROUND(G15*F15,2)","v":{"v":0,"d":"0.00"}}]
[4,"钢筋混凝土墩台基础","1.混凝土强度：C40（可参30%以内MU30毛石）\n2.混凝土种类：商品混凝土\n3.按设计图示尺寸以体积计量。","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":131.4,"d":"131.40"},null,{"$f":"ROUND(G16*F16,2)","v":{"v":0,"d":"0.00"}}]
[5,"钢筋混凝土梁","1.混凝土强度：C40\n2.梁尺寸：详见图纸\n3.混凝土种类：商品混凝土\n4.按设计图示尺寸以体积计量。","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":204.2,"d":"204.20"},null,{"$f":"ROUND(G17*F17,2)","v":{"v":0,"d":"0.00"}}]
[9,"钢筋混凝土桥板","1.混凝土强度：200厚C40\n2.混凝土种类：商品混凝土\n3.按设计图示尺寸以体积计量。","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":74.6,"d":"74.60"},null,{"$f":"ROUND(G18*F18,2)","v":{"v":0,"d":"0.00"}}]
[10,"桥头搭板","1.混凝土强度：180厚C30\n2.混凝土种类：商品混凝土\n3.按设计图示尺寸以体积计量。","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":64.8,"d":"64.80"},null,{"$f":"ROUND(G19*F19,2)","v":{"v":0,"d":"0.00"}}]
[11,"垫层模板","1.构件类型：垫层\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":48,"d":"48.00"},null,{"$f":"ROUND(G20*F20,2)","v":{"v":0,"d":"0.00"}}]
[12,"墩台模板","1.构件类型：墩台\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":1348.1,"d":"1348.10"},null,{"$f":"ROUND(G21*F21,2)","v":{"v":0,"d":"0.00"}}]
[13,"梁模板","1.构件类型：梁\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":907.2,"d":"907.20"},null,{"$f":"ROUND(G22*F22,2)","v":{"v":0,"d":"0.00"}}]
[14,"平板模板","1.构件类型：平板\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":373,"d":"373.00"},null,{"$f":"ROUND(G23*F23,2)","v":{"v":0,"d":"0.00"}}]
[15,"现浇钢筋","1.钢筋种类：HRB400\n2.钢筋规格：详见图纸\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装等工作内容","t",{"v":185.3,"d":"185.30"},null,{"$f":"ROUND(G24*F24,2)","v":{"v":0,"d":"0.00"}}]
[null,"合计",{"$nulls":5},{"$f":"SUM(H6:H24)","v":{"v":0,"d":"0.00"}}]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道、脚手架、支架、安全文明（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、施工降排水、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准。\n3、清单计量规格实行《2013年工程量清单计量规范》\n4、验收规范：满足设计及相关现行规范要求，清单未尽事宜详见图纸以及规范要求。"]

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["板桥（人行）工程量清单"]
["项目名称：东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目园桥专业分包工程"]
["序号","项目名称","项目特征","工作内容","单位","工程数量","全费用综合单价（元）","合计（元）","备注"]
["人行平桥9座"]
[null,"土方"]
[1,"挖沟槽土方","1.土壤类别：土\n2.不装车，堆置于工作面以外整平\n3.以图示开挖面积乘以挖土深度以天然密实体积计量","放坡、挖沟槽（坑）土方、坑槽余土清理，边坡修整等","m3",3001.14,null,{"$f":"ROUND(G6*F6,2)","v":{"v":0,"d":"0.00"}}]
[2,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93\n3.以图示尺寸垫层面积计算","碎土、洒水、打夯、平整","m2",836.01,null,{"$f":"ROUND(G7*F7,2)","v":{"v":0,"d":"0.00"}}]
[null,"桥结构"]
[1,"垫层","1.种类：灰土4%\n2.厚度：500厚，分层夯实，每层不得大于300\n3.以图示尺寸以压实后体积计量","场内运输平衡、回填、找平、分层夯实等","m3",417.96,null,{"$f":"ROUND(G9*F9,2)","v":{"v":0,"d":"0.00"}}]
[2,"混凝土垫层","1.混凝土强度：100厚C10\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",26.28,null,{"$f":"ROUND(G10*F10,2)","v":{"v":0,"d":"0.00"}}]
[3,"钢筋混凝土带型基础","1.混凝土强度：750厚C30\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",120.15,null,{"$f":"ROUND(G11*F11,2)","v":{"v":0,"d":"0.00"}}]
[4,"钢筋混凝土柱","1.混凝土强度：直径500 C30\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",12.33,null,{"$f":"ROUND(G12*F12,2)","v":{"v":0,"d":"0.00"}}]
[5,"钢筋混凝土梁","1.混凝土强度：C30\n2.梁尺寸：详见图纸\n3.混凝土种类：商品混凝土\n4.按设计图示尺寸以体积计量。","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",103.14,null,{"$f":"ROUND(G13*F13,2)","v":{"v":0,"d":"0.00"}}]
[9,"钢筋混凝土桥板","1.混凝土强度：180厚C30\n2.混凝土种类：商品混凝土\n3.按设计图示尺寸以体积计量。","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",69.75,null,{"$f":"ROUND(G14*F14,2)","v":{"v":0,"d":"0.00"}}]
[10,"桥头搭板","1.混凝土强度：180厚C30\n2.混凝土种类：商品混凝土\n3.按设计图示尺寸以体积计量。","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",24.84,null,{"$f":"ROUND(G15*F15,2)","v":{"v":0,"d":"0.00"}}]
[11,"垫层模板","1.构件类型：垫层\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":43.2,"d":"43.20"},null,{"$f":"ROUND(G16*F16,2)","v":{"v":0,"d":"0.00"}}]
[12,"基础模板","1.构件类型：带型基础\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":183.6,"d":"183.60"},null,{"$f":"ROUND(G17*F17,2)","v":{"v":0,"d":"0.00"}}]
[12,"柱模板","1.构件类型：柱\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",98.37,null,{"$f":"ROUND(G18*F18,2)","v":{"v":0,"d":"0.00"}}]
[13,"梁模板","1.构件类型：梁\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":539.1,"d":"539.10"},null,{"$f":"ROUND(G19*F19,2)","v":{"v":0,"d":"0.00"}}]
[14,"平板模板","1.构件类型：平板\n2.按接触面积计算","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",525.96,null,{"$f":"ROUND(G20*F20,2)","v":{"v":0,"d":"0.00"}}]
[15,"现浇钢筋","1.钢筋种类：HRB400\n2.钢筋规格：详见图纸\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装等工作内容","t",43.56,null,{"$f":"ROUND(G21*F21,2)","v":{"v":0,"d":"0.00"}}]
[null,"合计",{"$nulls":5},{"$f":"SUM(H6:H21)","v":{"v":0,"d":"0.00"}}]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道、脚手架、支架、安全文明（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、施工降排水、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准。\n3、清单计量规格实行《2013年工程量清单计量规范》\n4、验收规范：满足设计及相关现行规范要求，清单未尽事宜详见图纸以及规范要求。"]

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["管涵（车行）工程量清单"]
["项目名称：东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目园桥专业分包工程"]
["序号","项目名称","项目特征","工作内容","单位","工程数量","全费用综合单价（元）","合计（元）","备注"]
["车行管涵桥5座"]
[null,"土方"]
[1,"挖沟槽土方","1.土壤类别：土\n2.不装车，堆置于工作面以外整平\n3.以图示开挖面积乘以挖土深度以天然密实体积计量","放坡、挖沟槽（坑）土方、坑槽余土清理，边坡修整等","m3",{"v":1447.7,"d":"1447.70"},null,{"$f":"ROUND(G6*F6,2)","v":{"v":0,"d":"0.00"}}]
[2,"回填夯填土方","1.填方来源：场内取土\n2.夯实系数：不小于0.93\n3.以回填的竣工天然密实体积计量","场内运输平衡、回填、找平、夯实等","m3",957.85,null,{"$f":"ROUND(G7*F7,2)","v":{"v":0,"d":"0.00"}}]
[3,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93\n3.以图示尺寸垫层面积计算","碎土、洒水、打夯、平整","m2",{"v":416,"d":"416.00"},null,{"$f":"ROUND(G8*F8,2)","v":{"v":0,"d":"0.00"}}]
[null,"俯斜式挡墙","FJB4"]
[1,"块石挡土墙","1.MU30块石挡土墙\n2.M10水泥砂浆砌筑\n3.按设计图示尺寸以体积计算","放样、选石、运石,调制、运输砂浆,堆砌、勾缝、清理、养护、安装排水管等","m3",977.35,null,{"$f":"ROUND(G10*F10,2)","v":{"v":0,"d":"0.00"}}]
[null,"管涵"]
[1,"管涵","1.规格：Φ1500加筋砼成品管涵，国标\n2.人机配合\n3.按设计图示尺寸按管道中心线长度计算","排管、下管、调直、找平、槽上搬运等","m",{"v":49,"d":"49.00"},null,{"$f":"ROUND(G12*F12,2)","v":{"v":0,"d":"0.00"}}]
[2,"管涵","1.规格：Φ1800加筋砼成品管涵，国标\n2.人机配合\n3.按设计图示尺寸按管道中心线长度计算","排管、下管、调直、找平、槽上搬运等","m",{"v":24.5,"d":"24.50"},null,{"$f":"ROUND(G13*F13,2)","v":{"v":0,"d":"0.00"}}]
[3,"山皮石压实","1.石料种类：山皮石\n2.厚度：900厚\n3.以图示尺寸以压实后体积计量","基层清理、分层压实、整平、碾压等","m3",143.35,null,{"$f":"ROUND(G14*F14,2)","v":{"v":0,"d":"0.00"}}]
[4,"钢筋混凝土满堂基础","1.混凝土强度：800厚C40\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":87.4,"d":"87.40"},null,{"$f":"ROUND(G15*F15,2)","v":{"v":0,"d":"0.00"}}]
[5,"联梁","1.梁截面：400*400\n2.混凝土强度：C30\n3.混凝土种类：商品混凝土\n4.按设计图示尺寸以体积计量。 ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":19.6,"d":"19.60"},null,{"$f":"ROUND(G16*F16,2)","v":{"v":0,"d":"0.00"}}]
[6,"混凝土护拱","1.混凝土强度：100厚C30\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",15.95,null,{"$f":"ROUND(G17*F17,2)","v":{"v":0,"d":"0.00"}}]
[7,"模板","1.构件：基础、联梁、护拱\n2.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",{"v":249.6,"d":"249.60"},null,{"$f":"ROUND(G18*F18,2)","v":{"v":0,"d":"0.00"}}]
[8,"现浇钢筋","1.钢筋种类：HRB400\n2.钢筋规格：详见图纸\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装等工作内容","t",{"v":8.9,"d":"8.90"},null,{"$f":"ROUND(G19*F19,2)","v":{"v":0,"d":"0.00"}}]
[11,"灰土垫层","1.种类：灰土垫层，含量3%\n2.厚度：挡墙之间\n3.分层碾压分层夯实\n4.以图示尺寸以压实后体积计量","基层清理、基层碾压铺设、成品养护","m3",711.15,null,{"$f":"ROUND(G20*F20,2)","v":{"v":0,"d":"0.00"}}]
[null,"合计",{"$nulls":5},{"$f":"SUM(H6:H20)","v":{"v":0,"d":"0.00"}}]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道、脚手架、支架、安全文明（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、施工降排水、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准。\n3、清单计量规格实行《2013年工程量清单计量规范》\n4、验收规范：满足设计及相关现行规范要求，清单未尽事宜详见图纸以及规范要求。"]

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["管涵（人行）工程量清单"]
["项目名称：东平县东平湖（水浒古镇至泰安港老湖码头段）生态防护林建设项目园桥专业分包工程"]
["序号","项目名称","项目特征","工作内容","单位","工程数量","全费用综合单价（元）","合计（元）","备注"]
["人行管涵桥9座"]
[null,"土方"]
[1,"挖沟槽土方","1.土壤类别：土\n2.不装车，堆置于工作面以外整平\n3.以图示开挖面积乘以挖土深度以天然密实体积计量","放坡、挖沟槽（坑）土方、坑槽余土清理，边坡修整等","m3",505.44,null,{"$f":"ROUND(G6*F6,2)","v":{"v":0,"d":"0.00"}}]
[2,"回填夯填土方","1.填方来源：场内取土\n2.夯实系数：不小于0.93\n3.以回填的竣工天然密实体积计量","场内运输平衡、回填、找平、夯实等","m3",264.24,null,{"$f":"ROUND(G7*F7,2)","v":{"v":0,"d":"0.00"}}]
[3,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.93\n3.以图示尺寸垫层面积计算","碎土、洒水、打夯、平整","m2",434.34,null,{"$f":"ROUND(G8*F8,2)","v":{"v":0,"d":"0.00"}}]
[null,"俯斜式挡墙","FJB2/FJB3"]
[1,"块石挡土墙","1.MU30块石挡土墙FJB2\n2.M10水泥砂浆砌筑\n3.按设计图示尺寸以体积计算","放样、选石、运石,调制、运输砂浆,堆砌、勾缝、清理、养护、安装排水管等","m3",257.85,null,{"$f":"ROUND(G10*F10,2)","v":{"v":0,"d":"0.00"}}]
[null,"管涵"]
[1,"管涵","1.规格：Φ1200加筋砼成品管涵，国标\n2.人机配合\n3.按设计图示尺寸按管道中心线长度计算","排管、下管、调直、找平、槽上搬运等","m",{"v":57.6,"d":"57.60"},null,{"$f":"ROUND(G12*F12,2)","v":{"v":0,"d":"0.00"}}]
[2,"钢筋混凝土满堂基础","1.混凝土强度：300厚C40\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",34.56,null,{"$f":"ROUND(G13*F13,2)","v":{"v":0,"d":"0.00"}}]
[3,"钢筋混凝土管涵基座","1.混凝土强度：500厚C30\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",15.57,null,{"$f":"ROUND(G14*F14,2)","v":{"v":0,"d":"0.00"}}]
[4,"混凝土护拱","1.混凝土强度：100厚C30\n2.混凝土种类：商品混凝土 \n3.按设计图示尺寸以体积计量。    ","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",11.52,null,{"$f":"ROUND(G15*F15,2)","v":{"v":0,"d":"0.00"}}]
[5,"模板","1.构件：基础、护拱、基座\n2.按接触面积计算。","模板、支撑材料费及安装、拆卸、周转全部费用；","m2",119.52,null,{"$f":"ROUND(G16*F16,2)","v":{"v":0,"d":"0.00"}}]
[6,"现浇钢筋","1.钢筋种类：HRB400 \n2.钢筋规格：直径16\n3.按设计图示钢筋长度乘单位理论质量以吨计量，不计算设计及规范以外的搭接。","钢筋制作、运输、安装等工作内容","t",3.87,null,{"$f":"ROUND(G17*F17,2)","v":{"v":0,"d":"0.00"}}]
[null,"合计",{"$nulls":5},{"$f":"SUM(H6:H17)","v":{"v":0,"d":"0.00"}}]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道、脚手架、支架、安全文明（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、施工降排水、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准。\n3、清单计量规格实行《2013年工程量清单计量规范》\n4、验收规范：满足设计及相关现行规范要求，清单未尽事宜详见图纸以及规范要求。"]