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["7","011102001007","","地面 50mm厚中国红烧面花岗石对缝拼接","1.结合层厚度、砂浆配合比：20mm厚1：3水泥砂浆粘接层（灌缝）\r\n2.面层材料品种、规格、颜色：50mm厚中国红烧面花岗石对缝拼接，各种规格综合考虑\r\n3.嵌缝材料：伸缩缝、分缝、嵌缝等综合考虑计入报价\r\n4.防护层材料种类：综合考虑，满足设计及相关规范 要求\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.综合单价包含材料（包含但不限于主材、辅材）排版拼接、边带切割、拉槽板材的加工费、相关损耗、防护处理等全部费用\r\n7.砂浆采用干混砂浆","m2","636.16","347.97","221364.60","19161.14","12.72",""]
["8","011102001008","","地面 50mm厚黄金麻烧面花岗石对缝拼接","1.结合层厚度、砂浆配合比：20mm厚1：3水泥砂浆粘接层（灌缝）\r\n2.面层材料品种、规格、颜色：50mm厚黄金麻烧面花岗石对缝拼接，各种规格综合考虑\r\n3.嵌缝材料：伸缩缝、分缝、嵌缝等综合考虑计入报价\r\n4.防护层材料种类：综合考虑，满足设计及相关规范 要求\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.综合单价包含材料（包含但不限于主材、辅材）排版拼接、边带切割、拉槽板材的加工费、相关损耗、防护处理等全部费用\r\n7.砂浆采用干混砂浆","m2","2236.5","226.59","506768.54","67363.38","44.73",""]
["9","011102001009","","地面 50mm厚芝麻白烧面花岗石T型拼接","1.结合层厚度、砂浆配合比：20mm厚1：3水泥砂浆粘接层（灌缝）\r\n2.面层材料品种、规格、颜色：50mm厚芝麻白烧面花岗石T型拼接，各种规格综合考虑\r\n3.嵌缝材料：伸缩缝、分缝、嵌缝等综合考虑计入报价\r\n4.防护层材料种类：综合考虑，满足设计及相关规范 要求\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.综合单价包含材料（包含但不限于主材、辅材）排版拼接、边带切割、拉槽板材的加工费、相关损耗、防护处理等全部费用\r\n7.砂浆采用干混砂浆","m2","313.14","195.99","61372.31","9431.78","6.26",""]
["10","011102001010","","地面 50mm厚芝麻灰烧面花岗石对缝拼接","1.结合层厚度、砂浆配合比：20mm厚1：3水泥砂浆粘接层（灌缝）\r\n2.面层材料品种、规格、颜色：50mm厚芝麻灰烧面花岗石对缝拼接，各种规格综合考虑，同材质盲道综合考虑计入报价\r\n3.嵌缝材料：伸缩缝、分缝、嵌缝等综合考虑计入报价\r\n4.防护层材料种类：综合考虑，满足设计及相关规范 要求\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.综合单价包含材料（包含但不限于主材、辅材）排版拼接、边带切割、拉槽板材的加工费、相关损耗、防护处理等全部费用\r\n7.砂浆采用干混砂浆","m2","892.9","214.35","191393.12","26894.15","17.86",""]
["11","011102001011","","地面 50mm厚芝麻黑烧面花岗石对缝拼接","1.结合层厚度、砂浆配合比：20mm厚1：3水泥砂浆粘接层（灌缝）\r\n2.面层材料品种、规格、颜色：50mm厚芝麻黑烧面花岗石对缝拼接，各种规格综合考虑，同材质盲道综合考虑计入报价\r\n3.嵌缝材料：伸缩缝、分缝、嵌缝等综合考虑计入报价\r\n4.防护层材料种类：综合考虑，满足设计及相关规范 要求\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.综合单价包含材料（包含但不限于主材、辅材）排版拼接、边带切割、拉槽板材的加工费、相关损耗、防护处理等全部费用\r\n7.砂浆采用干混砂浆","m2","129.28","249.03","32194.60","3893.91","2.59",""]
["12","040201022012","","排水沟","1.素土夯实\r\n2.200厚连砾石压实（压实度不小于94%）\r\n3.150厚C20混凝土垫层\r\n4.20厚1：2.5水泥砂浆找平抹光\r\n5.排水沟壁混凝土C25\r\n6.盖板材质对应所在铺装的材质，综合考虑报价，盖板开φ20泄水孔，间距100mm\r\n7.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n8.混凝土采用商混，砂浆采用干混砂浆","m","41.32","451.78","18667.55","2109.39","43.39",""]
["13","040205012013","","不锈钢隔离护栏 高1200mm","1.不锈钢隔离护栏 高1200mm,16#变截面工字钢立柱间距1200，φ60*2.0不锈钢钢管横杆4根，φ20*1.5不锈钢立杆高470mm间距110mm\r\n2.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m","159","343.68","54645.12","683.70","306.87",""]
[" "," ","","分部小计 ",""," "," "," ","1582270.73","170456.92","8778.78"," "]
[" "," ","","人行道 ",""," "," "," "," "," "," "," "]
["14","040204001014","","人行道整形路床碾压","1.名称：整形碾压\r\n2.平整度与密实度：符合设计和相关规范要求\r\n3.其他：满足设计及规范要求","m2","333.39","1.79","596.77","353.39","40.01",""]
["15","040202003015","","200mm厚3.5%水泥稳定级配碎石基层","1.材料品种：水泥稳定级配碎石（商品）\r\n2.水泥含量：3.5%\r\n3.厚度：200mm\r\n4.养护：符合设计及规范要求\r\n5.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m2","290.49","75.30","21873.90","885.99","575.17",""]
["16","040203008016","","60mm厚灰色透水人行道砖T型拼接","1.结合层厚度、砂浆配合比：20厚1：3水泥砂浆找平层\r\n2.面层材料品种、规格、颜色：60mm厚灰色透水人行道砖T型拼接，各种规格综合考虑，同材质盲道综合考虑计入报价\r\n3.嵌缝材料：伸缩缝、分缝、嵌缝等综合考虑计入报价\r\n4.防护层材料种类：综合考虑，满足设计及相关规范 要求\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.综合单价包含材料（包含但不限于主材、辅材）排版拼接、边带切割、拉槽板材的加工费、相关损耗、防护处理等全部费用\r\n7.砂浆采用干混砂浆","m2","247.58","107.33","26572.76","7578.42","2.48",""]
["17","040204004017","","安砌花岗石路沿石250*150*1100mm","1.材料品种、规格：花岗石路沿石250*150*1100mm\r\n2.基础、垫层：20厚1：3干硬性水泥砂浆找平层\r\n3.勾缝：水泥浆勾缝\r\n4.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n5.砂浆采用干混砂浆","m","572.09","97.32","55675.80","4250.63","",""]
["18","050201004018","","树池围牙、盖板","1.围牙材料种类、规格：植树框花岗石150*100*750mm\r\n2.粘接层：20厚1：3水泥砂浆 \r\n3.盖板材料种类、规格：PVC绿色树池保护格栅 1300*1300*25mm\r\n4.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n5.砂浆采用干混砂浆","套","4","408.63","1634.52","136.68","0.04",""]
[" "," ","","分部小计 ",""," "," "," ","106353.75","13205.11","617.70"," "]
[" "," ","","植草砖停车位 ",""," "," "," "," "," "," "," "]
["19","040204001019","","植草砖停车位路床整形碾压","1.名称：整形碾压\r\n2.平整度与密实度：符合设计和相关规范要求\r\n3.其他：满足设计及规范要求","m2","357.5","1.79","639.93","378.95","42.90",""]
["20","040202011020","","300mm厚级配碎石基层","1.石料规格：级配碎石\r\n2.厚度：300mm\r\n3.密实度要求：满足设计和规范的要求\r\n4.材料品种：投标人根据设计要求验方后可填入，并符合相关工程的质量规范要求\r\n5.粒径要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","107.25","264.60","28378.35","2155.73","349.64",""]
["21","040203007021","","100厚C25混凝土垫层","1.100厚C25商品混凝土光面\r\n2.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","35.75","557.25","19921.69","1184.04","8.58",""]
["22","050201005022","","60mm厚嵌草水泥砖","1.垫层厚度：30mm厚粗砂垫层 \r\n2.铺设方式：综合考虑\r\n3.嵌草砖（格）品种、规格、颜色：60mm厚嵌草水泥砖，按形定制，具体详施工设计图纸\r\n4.漏空部分填土要求：满足设计及施工规范要求\r\n5.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求","m2","309.08","76.18","23545.71","3495.69","",""]
["23","040204002023","","60mm厚灰色透水人行道砖T型拼接","1.结合层厚度、砂浆配合比：20厚1：3水泥砂浆找平层\r\n2.面层材料品种、规格、颜色：60mm厚灰色透水人行道砖T型拼接，各种规格综合考虑，钻孔、弯弧、倒角、切割、大改小、二次加工等应满足设计与施工验收规范，投标人自行将该费用综合考虑在投标报价中\r\n3.嵌缝材料：伸缩缝、分缝、嵌缝等综合考虑，不再单独计价\r\n4.防护层材料种类：综合考虑，满足设计及相关规范 要求\r\n5.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n6.砂浆采用干混砂浆","m2","48.42","107.33","5196.92","1482.14","0.48",""]
["24","040205017024","","实心三孔橡胶车轮定位器 580*110*85mm","1.材料品种：实心三孔橡胶车轮定位器\r\n2.规格、型号：580*110*85mm\r\n3.连接螺栓：M16化学膨胀螺栓\r\n4.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","个","52","46.88","2437.76","449.80","",""]
[" "," ","","分部小计 ",""," "," "," ","80120.36","9146.35","401.60"," "]
[" "," ","","停车场车行道 ",""," "," "," "," "," "," "," "]
["25","040202001025","","停车场车行道路床整形碾压","1.名称：整形碾压\r\n2.平整度与密实度：符合设计和相关规范要求\r\n3.其他：满足设计及规范要求","m2","443.01","1.76","779.70","181.63","332.26",""]
["26","040202011026","","300mm厚级配碎石基层","1.石料规格：级配碎石\r\n2.厚度：300mm\r\n3.密实度要求：满足设计和规范的要求\r\n4.材料品种：投标人根据设计要求验方后可填入，并符合相关工程的质量规范要求\r\n5.粒径要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","132.9","264.60","35165.34","2671.29","433.25",""]
["27","040202003027","","200mm5.5%水泥稳定级配碎石基层","1.材料品种：水泥稳定级配碎石（商品）\r\n2.水泥含量：5.5%\r\n3.厚度：200mm\r\n4.养护：符合设计及规范要求\r\n5.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m2","443.01","79.38","35166.13","1351.18","877.16",""]
["28","040203004028","","6mm厚改性乳化沥青稀浆封层","1.材料品种：改性乳化沥青稀浆\r\n2.喷油量：1.05kg/m2，满足设计和规范的要求\r\n3.厚度：6mm\r\n4.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m2","443.01","6.24","2764.38","225.94","",""]
["29","040203006029","","50mm厚改性沥青混凝土AC-16下面层","1.沥青品种：详施工设计图纸，综合考虑\r\n2.沥青混凝土种类：50mm厚改性商品沥青混凝土AC-16，颜色综合考虑\r\n3.外加剂：详施工设计图纸，综合考虑\r\n4.摊铺方式：投标人自行综合考虑\r\n5.运距:成品或半成品运输费用投标人自行考虑","m2","443.01","68.32","30266.44","1103.09","1107.53",""]
["30","040203003030","","改性乳化沥青粘层","1.材料品种：改性乳化沥青\r\n2.喷油量：0.8kg/m2，满足设计和规范的要求\r\n3.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m2","443.01","4.12","1825.20","155.05","",""]
["31","040203006031","","40mm厚改性沥青混凝土AC-13上面层","1.沥青品种：详施工设计图纸，综合考虑\r\n2.沥青混凝土种类：40mm厚改性商品沥青混凝土AC-13，颜色综合考虑\r\n3.外加剂：详施工设计图纸，综合考虑\r\n4.摊铺方式：投标人自行综合考虑\r\n5.运距:成品或半成品运输费用投标人自行考虑","m2","443.01","58.93","26106.58","974.62","1032.21",""]
[" "," ","","分部小计 ",""," "," "," ","132073.77","6662.80","3782.41"," "]
[" "," ","","坐凳树池 ",""," "," "," "," "," "," "," "]
["32","040101003032","","挖基坑土方","1.土壤类别：综合考虑\r\n2.挖土深度：综合考虑\r\n3.开挖方式：由投标人综合考虑，机械开挖、人工开挖、包含人工捡底、人工清理边角等配合作业；\r\n4.运输距离：场内、外运输投标人综合考虑，并须满足建筑碴土清运管理规定及要求，综合单价包含渣土处置等各类费用\r\n5.投标人充分考虑场地范围内的土方调配所产生的挖方、运输、堆场等费用\r\n6.其它详见设计、施工验收规范和相关技术文件","m3","19.54","7.86","153.58","28.33","89.10",""]
["33","040103001033","","回填方","1.土质要求：合格土，其余满足设计施工图纸及施工验收规范要求；\r\n2.密实度要求：回填深度、密实度满足设计施工图纸及施工验收规范要求；\r\n3.运距：土方来源及运距由投标人自行考虑；\r\n4.综合单价已含回填方的购买、运输、装卸、回填夯实等费用；\r\n5.投标人应综合考虑沟槽回填时对管道的保护措施等\r\n6.其余详施工设计图纸，满足相关规范要求","m3","11.56","6.63","76.64","13.53","44.51",""]
["34","040202011034","","150mm厚级配碎石基层夯实","1.基层处理：素土夯实\r\n2.材料：150厚级配碎石基层夯实\r\n3.密实度要求：满足设计和规范的要求\r\n4.材料品种：投标人根据设计要求验方后可填入，并符合相关工程的质量规范要求\r\n5.粒径要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","5.33","264.60","1410.32","107.13","17.38",""]
["35","040203007035","","100mm厚C20混凝土垫层","1.混凝土强度等级：商品砼C20\r\n2.砼拌合料要求：满足设计、施工及验收规范要求\r\n3.商品砼场内外运输、外加剂、泵送方式、节点核心区浇筑增加的费用计入综合单价\r\n4.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","3.55","542.10","1924.46","117.58","0.85",""]
["36","010401001036","","页岩实心砖砌体池壁","1.砖品种、规格、强度等级：页岩实心砖，规格综合，性能参数符合设计要求\r\n2.砂浆强度等级、配合比：M5水泥砂浆\r\n3.使用部位，砌筑形式综合考虑\r\n4.墙身防潮做法详施工设计图纸，综和考虑，不再单独计价\r\n5.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求\r\n6.砂浆采用干混砂浆","m3","13.32","569.73","7588.80","1522.61","4.40",""]
["37","011201001037","","池壁 20mm厚1：2.5水泥砂浆抹面/找平","1.墙体类型：砖墙\r\n2.底层厚度、砂浆配合比：20厚1：2.5水泥砂浆抹面\r\n3.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n4.砂浆采用干混砂浆","m2","24.48","27.07","662.67","233.05","0.73",""]
["38","011204001038","","池壁 20mm厚芝麻灰光面花岗石","1.结合层厚度、砂浆配合比：10厚1:2.5水泥砂浆找平， 10mm厚素水泥浆粘接层\r\n2.面层材料品种、规格、颜色：20mm厚芝麻灰光面花岗石，各种规格综合考虑，石材磨边、钻孔、弯弧、倒角、切割、拉槽、大改小、石材防碱、防水、防风化、防污处理、二次加工、六面防护等应满足设计与施工验收规范,投标人自行将该费用综合考虑在投标报价中\r\n3.嵌缝材料种类 ：综合考虑，不再单独计价\r\n4.防护层材料种类 ：综合考虑\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n7.砂浆采用干混砂浆","m2","28.8","201.75","5810.40","2233.44","0.86",""]
["39","011102001039","","压顶 40mm厚樱花红光面花岗石（外口磨小圆边）","1.结合层厚度、砂浆配合比：10厚1:2.5水泥砂浆找平，10mm厚素水泥浆粘接层\r\n2.面层材料品种、规格、颜色：40mm厚樱花红光面花岗石（外口磨小圆边），各种规格综合考虑，石材磨边、钻孔、弯弧、倒角、切割、拉槽、大改小、石材防碱、防水、防风化、防污处理、二次加工、六面防护等应满足设计与施工验收规范,投标人自行将该费用综合考虑在投标报价中\r\n3.嵌缝材料种类 ：综合考虑，不再单独计价\r\n4.防护层材料种类 ：综合考虑\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n7.砂浆采用干混砂浆","m2","29.6","342.52","10138.59","1114.44","0.89",""]
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["40","040101003040","","挖基坑土方","1.土壤类别：综合考虑\r\n2.挖土深度：综合考虑\r\n3.开挖方式：由投标人综合考虑，机械开挖、人工开挖、包含人工捡底、人工清理边角等配合作业；\r\n4.运输距离：场内、外运输投标人综合考虑，并须满足建筑碴土清运管理规定及要求，综合单价包含渣土处置等各类费用\r\n5.投标人充分考虑场地范围内的土方调配所产生的挖方、运输、堆场等费用\r\n6.其它详见设计、施工验收规范和相关技术文件","m3","34.98","7.86","274.94","50.72","159.51",""]
["41","040103001041","","回填方","1.土质要求：合格土，其余满足设计施工图纸及施工验收规范要求；\r\n2.密实度要求：回填深度、密实度满足设计施工图纸及施工验收规范要求；\r\n3.运距：土方来源及运距由投标人自行考虑；\r\n4.综合单价已含回填方的购买、运输、装卸、回填夯实等费用；\r\n5.投标人应综合考虑沟槽回填时对管道的保护措施等\r\n6.其余详施工设计图纸，满足相关规范要求","m3","56.71","6.63","375.99","66.35","218.33",""]
["42","040202011042","","150mm厚级配碎石基层夯实","1.基层处理：素土夯实\r\n2.材料：150厚级配碎石基层夯实\r\n3.密实度要求：满足设计和规范的要求\r\n4.材料品种：投标人根据设计要求验方后可填入，并符合相关工程的质量规范要求\r\n5.粒径要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","9.54","264.60","2524.28","191.75","31.10",""]
["43","040203007043","","100mm厚C20混凝土垫层","1.混凝土强度等级：商品砼C20\r\n2.砼拌合料要求：满足设计、施工及验收规范要求\r\n3.商品砼场内外运输、外加剂、泵送方式、节点核心区浇筑增加的费用计入综合单价\r\n4.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","6.36","542.10","3447.76","210.64","1.53",""]
["44","010401001044","","页岩实心砖砌体池壁","1.砖品种、规格、强度等级：页岩实心砖，规格综合，性能参数符合设计要求\r\n2.砂浆强度等级、配合比：M5水泥砂浆\r\n3.使用部位，砌筑形式综合考虑\r\n4.墙身防潮做法详施工设计图纸，综和考虑，不再单独计价\r\n5.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求\r\n6.砂浆采用干混砂浆","m3","20.99","569.73","11958.63","2399.37","6.93",""]
["45","011201001045","","池壁 20mm厚1：2.5水泥砂浆抹面/找平","1.墙体类型：砖墙\r\n2.底层厚度、砂浆配合比：20厚1：2.5水泥砂浆抹面\r\n3.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n4.砂浆采用干混砂浆","m2","36.3","27.07","982.64","345.58","1.09",""]
["46","011204001046","","池壁 20mm厚芝麻灰光面花岗石","1.结合层厚度、砂浆配合比：10厚1:2.5水泥砂浆找平， 10mm厚素水泥浆粘接层\r\n2.面层材料品种、规格、颜色：20mm厚芝麻灰光面花岗石，各种规格综合考虑，石材磨边、钻孔、弯弧、倒角、切割、拉槽、大改小、石材防碱、防水、防风化、防污处理、二次加工、六面防护等应满足设计与施工验收规范,投标人自行将该费用综合考虑在投标报价中\r\n3.嵌缝材料种类 ：综合考虑，不再单独计价\r\n4.防护层材料种类 ：综合考虑\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n7.砂浆采用干混砂浆","m2","39.74","201.75","8017.55","3081.84","1.19",""]
["47","011102001047","","压顶 40mm厚芝麻灰光面花岗石（外口磨小圆边）","1.结合层厚度、砂浆配合比：10厚1:2.5水泥砂浆找平， 10mm厚素水泥浆粘接层\r\n2.面层材料品种、规格、颜色：40mm厚樱花红光面花岗石（外口磨小圆边），各种规格综合考虑，石材磨边、钻孔、弯弧、倒角、切割、拉槽、大改小、石材防碱、防水、防风化、防污处理、二次加工、六面防护等应满足设计与施工验收规范,投标人自行将该费用综合考虑在投标报价中\r\n3.嵌缝材料种类 ：综合考虑，不再单独计价\r\n4.防护层材料种类 ：综合考虑\r\n5.酸洗、打蜡要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n7.砂浆采用干混砂浆","m2","42.4","218.35","9258.04","1578.55","1.27",""]
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["48","040101003048","","挖基坑土方","1.土壤类别：综合考虑\r\n2.挖土深度：综合考虑\r\n3.开挖方式：由投标人综合考虑，机械开挖、人工开挖、包含人工捡底、人工清理边角等配合作业；\r\n4.运输距离：场内、外运输投标人综合考虑，并须满足建筑碴土清运管理规定及要求，综合单价包含渣土处置等各类费用\r\n5.投标人充分考虑场地范围内的土方调配所产生的挖方、运输、堆场等费用\r\n6.其它详见设计、施工验收规范和相关技术文件","m3","47.61","7.86","374.21","69.03","217.10",""]
["49","040103001049","","回填方","1.土质要求：合格土，其余满足设计施工图纸及施工验收规范要求；\r\n2.密实度要求：回填深度、密实度满足设计施工图纸及施工验收规范要求；\r\n3.运距：土方来源及运距由投标人自行考虑；\r\n4.综合单价已含回填方的购买、运输、装卸、回填夯实等费用；\r\n5.投标人应综合考虑沟槽回填时对管道的保护措施等\r\n6.其余详施工设计图纸，满足相关规范要求","m3","33.47","6.63","221.91","39.16","128.86",""]
["50","040103002050","","余方弃置","1.材料品种：用于回填后多余及不可利用的土方或石方等综合考虑\r\n2.堆场费、密闭费用及运输补贴费投标人综合考虑\r\n3.运输距离：投标人踏勘现场，外弃场地及场内外运距由投标人自行考虑在该综合单价中，外弃场地必须满足当地相关行政主管部门的要求\r\n4.其他：满足设计及施工验收规范要求","m3","14.14","12.61","178.31","28.14","107.61",""]
["51","010501001051","","垫层 商品混凝土C15","1.混凝土强度等级：商品混凝土C15\r\n2.砼拌合料要求：满足设计、施工及验收规范要求\r\n3.商品砼场内外运输、外加剂、泵送方式、节点核心区浇筑增加的费用计入综合单价\r\n4.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求","m3","2.89","542.61","1568.14","118.75","0.72",""]
["52","010501003052","","独立基础 商品混凝土C30","1.混凝土强度等级：商品混凝土C30\r\n2.砼拌合料要求：满足设计、施工及验收规范要求\r\n3.商品砼场内外运输、外加剂、泵送方式、节点核心区浇筑增加的费用计入综合单价\r\n4.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求","m3","11.25","565.04","6356.70","349.76","2.81",""]
["53","010502001053","","矩形柱 商品混凝土C30","1.混凝土强度等级：商品混凝土C30\r\n2.砼拌合料要求：满足设计、施工及验收规范要求\r\n3.商品砼场内外运输、外加剂、泵送方式、节点核心区浇筑增加的费用计入综合单价\r\n4.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求","m3","5.79","583.10","3376.15","249.26","2.32",""]
["54","010505001054","","有梁板 商品混凝土C30","1.混凝土强度等级：商品混凝土C30\r\n2.砼拌合料要求：满足设计、施工及验收规范要求\r\n3.商品砼场内外运输、外加剂、泵送方式、节点核心区浇筑增加的费用计入综合单价\r\n4.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求","m3","8.54","570.81","4874.72","287.37","3.42",""]
["55","010515001055","","现浇构件钢筋 直径≤φ10","1.钢筋种类、规格：HRB400E 直径≤φ10\r\n2.钢筋的搭接用量(含施工搭接以及搭接导致的箍筋加密工程量)和损耗量费用考虑在综合单价中\r\n3.如果有现浇构件弧形、异形钢筋，其费用综合考虑\r\n4.钢筋无论采用植筋、焊接、搭接、机械连接或其他连接方式的费用综合考虑,包含在本综合单价中\r\n5.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求","t","1.148","5753.84","6605.41","1129.67","29.03",""]
["56","010515001056","","现浇构件钢筋 直径φ12～16","1.钢筋种类、规格：HRB400E 直径φ12～16\r\n2.钢筋的搭接用量(含施工搭接以及搭接导致的箍筋加密工程量)和损耗量费用考虑在综合单价中\r\n3.如果有现浇构件弧形、异形钢筋，其费用综合考虑\r\n4.钢筋无论采用植筋、焊接、搭接、机械连接或其他连接方式的费用综合考虑,包含在本综合单价中\r\n5.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求","t","0.953","5699.23","5431.37","895.30","104.59",""]
["57","010515001057","","现浇构件钢筋 直径＞φ16","1.钢筋种类、规格：HRB400E 直径＞φ16\r\n2.钢筋的搭接用量(含施工搭接以及搭接导致的箍筋加密工程量)和损耗量费用考虑在综合单价中\r\n3.如果有现浇构件弧形、异形钢筋，其费用综合考虑\r\n4.钢筋无论采用植筋、焊接、搭接、机械连接或其他连接方式的费用综合考虑,包含在本综合单价中\r\n5.未尽事宜详招标文件及设计图纸（含深化设计图纸要求），满足设计及施工规范要求","t","0.725","5562.46","4032.78","643.95","134.64",""]
["58","040202011058","","150mm厚级配碎石基层夯实","1.基层处理：素土夯实\r\n2.材料：150mm厚级配碎石基层夯实\r\n3.密实度要求：满足设计和规范的要求\r\n4.材料品种：投标人根据设计要求验方后可填入，并符合相关工程的质量规范要求\r\n5.粒径要求：满足设计及规范要求\r\n6.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","5.74","264.60","1518.80","115.37","18.71",""]
["59","040203007059","","150mm厚C20混凝土垫层","1.混凝土强度等级：商品砼C20\r\n2.砼拌合料要求：满足设计、施工及验收规范要求\r\n3.商品砼场内外运输、外加剂、泵送方式、节点核心区浇筑增加的费用计入综合单价\r\n4.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","5.74","542.10","3111.65","190.11","1.38",""]
["60","040303015060","","混凝土挡墙墙身 商品混凝土C25","1.混凝土强度等级：商品砼C25\r\n2.砼拌合料要求：满足设计、施工及验收规范要求\r\n3.商品砼场内外运输、外加剂、泵送方式、节点核心区浇筑增加的费用计入综合单价\r\n4.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求","m3","28.71","590.00","16938.90","1401.62","11.48",""]
["61","011201001061","","墙面 20mm厚1：2.5水泥砂浆抹面/找平","1.墙体类型：砖墙\r\n2.底层厚度、砂浆配合比：20厚1：2.5水泥砂浆抹面\r\n3.未尽事宜详招标文件及设计图纸，满足设计及施工规范要求\r\n4.砂浆采用干混砂浆\r\n","m2","24.72","27.07","669.17","235.33","0.74",""]
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