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["工程量报价清单"]
["序号","项目名称及特征","单位","工程量   （暂估）","不含税增值税综合单价","合价","甲方供应材料",null,"工程量计算规则","备 注"]
[{"$nulls":6},"材料名称","主材损耗或消耗量"]
[1,"平整场地\n1、土壤类别:详见地质勘察报告\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",546.08,null,{"v":0,"d":"0.00"},"/","/","按设计图示尺寸，以建筑物首层建筑面积计算"]
[2,"挖沟槽土方\n1、土壤类别：详见地勘报告\n2、挖土深度：设计室外地面至垫层底\n3、余方弃置，运距施工单位自行考虑\n4、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m3",803.93,null,{"v":0,"d":"0.00"},"/","/","按设计图示沟槽长度乘以沟槽断面面积，以体积计算(沟槽的断面面积，应包括工作面宽度、放坡宽度)"]
[3,"挖沟槽石方\n1、土壤类别：详见地勘报告\n2、挖土深度：设计室外地面至垫层底\n3、余方弃置，运距施工单位自行考虑\n4、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m3",1,null,{"v":0,"d":"0.00"},"/","/","按设计图示沟槽长度乘以沟槽断面面积，以体积计算(沟槽的断面面积，应包括工作面宽度、放坡宽度)"]
[4,"人工清底\n1、具体详施工现场\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",546.08,null,{"v":0,"d":"0.00"},"/","/","按设计图示沟槽底部面积计算"]
[5,"回填方\n1.密实度要求:不小于0.9（具体详施工图纸）\n2.运距：具体详施工现场\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m3",493.54,null,{"v":0,"d":"0.00"},"/","/","根据安徽省2018定额工程量计算规则\n"]
[6,"余方弃置\n1、运距：具体详施工现场\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m3",310.39,null,{"v":0,"d":"0.00"},"/","/","根据安徽省2018定额工程量计算规则\n"]
[7,"实心砖墙\n1、砖品种、规格、强度级：煤矸石烧结实心砖MU10\n2、砂浆强度级：M7.5\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m3",175.3,null,{"v":0,"d":"0.00"},"/","/","根据安徽省2018定额工程量计算规则\n"]
[8,"砖基础\n1、砖品种、规格、强度级：煤矸石烧结实心砖MU10\n2、砂浆强度级：M10\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m3",77.33,null,{"v":0,"d":"0.00"},"/","/","根据安徽省2018定额工程量计算规则\n"]
[9,"墙基防潮层\n1、防潮层材料种类：20厚1:2.5水泥砂浆，内掺5%防水剂\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",156.37,null,{"v":0,"d":"0.00"},"/","/","按设计图示尺寸以面积计算"]
[10,"基础垫层\n1、厚度：150mm\n2、材料品种及比例：碎石垫层\n3、\n具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m3",64.59,null,{"v":0,"d":"0.00"},"/","/","按设计图示尺寸以体积计算"]
[11,"基础垫层\n1、厚度：200mm\n2、材料品种及比例：C30商品混凝土\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容\n","m3",86.12,null,{"v":0,"d":"0.00"},"混凝土",{"v":0.015,"d":"1.50%"},"按设计图示尺寸以体积计算"]
[12,"混凝土压顶\n1、混凝土种类：商品混凝土\n2、混凝土强度等级：C25\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m3",20.51,null,{"v":0,"d":"0.00"},"混凝土",{"v":0.015,"d":"1.50%"},"按设计图示尺寸以体积计算"]
[13,"现浇构件钢筋\n1、钢筋种类、规格：HPB300φ10以内\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容\n","t",0.26,null,{"v":0,"d":"0.00"},"/","/","钢筋工程量，应按设计图示钢筋长度乘以规格所匹配的单位理论质量计算质量。"]
[14,"\n现浇构件钢筋\n1、钢筋种类、规格：HRB400 φ8\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","t",0.46,null,{"v":0,"d":"0.00"},"/","/","钢筋工程量，应按设计图示钢筋长度乘以规格所匹配的单位理论质量计算质量。"]
[15,"现浇构件钢筋\n1、钢筋种类、规格：HRB400 φ12\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","t",3.74,null,{"v":0,"d":"0.00"},"/","/","钢筋工程量，应按设计图示钢筋长度乘以规格所匹配的单位理论质量计算质量。"]
[16,"现浇构件钢筋\n1、钢筋种类、规格：HRB400 φ14\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","t",1.55,null,{"v":0,"d":"0.00"},"/","/","钢筋工程量，应按设计图示钢筋长度乘以规格所匹配的单位理论质量计算质量。"]
[17,"预埋铁件\n1、钢材种类：钢板\n2、规格：150*150、300*300\n3、厚度：8mm\n4、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","t",3.25,null,{"v":0,"d":"0.00"},"/","/","按设计图示尺寸以t计算"]
[18,"金属栏杆\n1、方管规格：50*50*2.5、30*50*2\n2、栏杆材质、规格：镀锌方管\n3、油漆品种、工艺要求：黑漆\n4、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","t",14.752,null,{"v":0,"d":"0.00"},"/","/","按设计图示尺寸以t计算"]
[19,"墙面一般抹灰\n1、底层厚度、砂浆配合比：25厚1:3水泥砂浆找平\n2、部位：围墙栏杆下部及砖柱压顶\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",663.55,null,{"v":0,"d":"0.00"},"/","/","抹灰按设计图示尺寸以面积计算，应扣除门窗洞口和空圈所占的面积，不扣除踢脚线、挂镜线、0.3㎡以内的孔洞和墙与构件交接处的面积，门窗洞口侧壁和顶面亦不增加。"]
[20,"柱、梁面一般抹灰\n1、底层厚度、砂浆配合比：30厚1:3水泥砂浆找平\n2、部位：围墙砖柱下部\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",151.5,null,{"v":0,"d":"0.00"},"/","/","抹灰按设计图示尺寸以面积计算，应扣除门窗洞口和空圈所占的面积，不扣除踢脚线、挂镜线、0.3㎡以内的孔洞和墙与构件交接处的面积，门窗洞口侧壁和顶面亦不增加。"]
[21,"柱、梁面一般抹灰\n1、底层厚度、砂浆配合比：20厚1:3水泥砂浆找平\n2、部位：围墙砖柱上部\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",399.96,null,{"v":0,"d":"0.00"},"/","/","抹灰按设计图示尺寸以面积计算，应扣除门窗洞口和空圈所占的面积，不扣除踢脚线、挂镜线、0.3㎡以内的孔洞和墙与构件交接处的面积，门窗洞口侧壁和顶面亦不增加。"]
[22,"外墙真石漆\n1、颜色：米黄色真石漆\n2、砖砌勾缝\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",1343.46,null,{"v":0,"d":"0.00"},"/","/","抹灰面油漆、涂料按设计图示尺寸以喷（刷）面积计算。"]
[23,"成品滴水线\n1、材料名称：滴水线\n2、具体详施工图纸\n3、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m",70.7,null,{"v":0,"d":"0.00"},"/","/","按设计图示尺寸以延长米计算"]
[24,"工具式脚手架","m2",1548,null,{"v":0,"d":"0.00"},"/","/","根据安徽省2018定额工程量计算规则\n"]
[25,"模板\n1、基础类型：混凝土垫层\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",271.26,null,{"v":0,"d":"0.00"},"/","/","根据安徽省2018定额工程量计算规则\n"]
[26,"模板\n1、构件规格类型：砖柱混凝土压顶\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",49.49,null,{"v":0,"d":"0.00"},"/","/","根据安徽省2018定额工程量计算规则\n"]
[27,"模板\n1、构件规格类型：围墙混凝土压顶\n2、具体详施工图纸（投标人自行综合考虑报价，综合单价具体包括施工图纸所包含的所有内容","m2",52.4,null,{"v":0,"d":"0.00"},"/","/","根据安徽省2018定额工程量计算规则\n"]
[28,"零星人工（小工）","工日",1,null,{"v":0,"d":"0.00"},null,null,"按照项目实际确认工日量为结算依据"]
[29,"零星人工（大工）","工日",1,null,{"v":0,"d":"0.00"},null,null,"按照项目实际确认工日量为结算依据"]
[30,"PC120挖机","台班",1,null,{"v":0,"d":"0.00"},null,null,"按照项目实际确认台班量为结算依据"]
[31,"PC240挖机","台班",1,null,{"v":0,"d":"0.00"},null,null,"按照项目实际确认台班量为结算依据"]
[32,"汽车吊30t","台班",1,null,{"v":0,"d":"0.00"},null,null,"按照项目实际确认台班量为结算依据"]
[null,"合计（不含增值税）",{"$nulls":3},{"v":0,"d":"0.00"}]
[null,"其中安全生产费 2%",{"$nulls":3},{"v":0,"d":"0.00"}]
[null,"增值税（3 %）",{"$nulls":3},{"v":0,"d":"0.00"}]
[null,"合计（含增值税）",{"$nulls":3},{"v":0,"d":"0.00"}]
["  以上综合单价包括除增值税外完成招标内容所需的全部费用且综合单价不因工程量发生变化进行调整，包括但不限于人工费、材料设备采购费（除甲供材）、辅材费、机械机具费、技术服务（包含但不限于施工测量放线等）、措施费（含脚手架）、临时设施费、保险费、停滞费、风雨季及冬季施工费、各种管理费、利润、规费、农民工综合保险、乙方自购材料的涨跌风险及自购材料检验试验费、各种补贴、质量缺陷整改费用，未交付前的半成品及成品保护费、自购材料的采管费、甲供材料的保管费、安全生产费、二次倒运费、安全文明施工费（包含但不限于项目安全生产管理等相关活动）、确保工程施工、质量、进度的一切措施费、临时设施费、窝工费、风雨季及冬季施工费、建筑红线内材料及机械设备搬运费、甲供材料进场卸货、码堆、配合取样送检和施工完后的余料清理、码堆、退库装卸等费用、以及政策性文件规定、合同所有责任、义务和风险费用等，项目大临工程对于新增内容，承包方有权指定分包方施工，分包方不得拒绝和推诿，否则承包方将按照第三方完成工程价款的2倍从分包方工程款中扣除。\n"]

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