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["招标控制价(小写):",{"$nulls":5},"149405.22元",{"$nulls":15},""]
["(大写):",{"$nulls":5},"壹拾肆万玖仟肆佰零伍元贰角贰分",{"$nulls":14},""]
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["","(单位盖章)",{"$nulls":6},"",{"$nulls":6},"(单位资质专用章)"]
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["       ",null,null,"(签字或盖章)",{"$nulls":5},"",{"$nulls":6},"(签字或盖章)"]
["编　制　人:",null,"",{"$nulls":5},"",{"$nulls":3},"复　核　人:",{"$nulls":4},""]
["","(造价人员签字盖专用章)",{"$nulls":8},"",{"$nulls":5},"(造价工程师签字盖专用章)"]
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["","工程垃圾、拆除垃圾外运及处置费","1000.00","-","-","-"]
["合　　计",null,"149405.22","","7864.33","2051.46"]

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["序号","汇总内容","金  额（元）","其中:暂估价(元)"]
["1","分部分项及单价措施项目","125616.14",""]
["","土石方工程","62736.39",""]
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["3","其他项目","","-"]
["3.1","其中：暂列金额","","-"]
["3.2","其中：专业工程暂估价","","-"]
["3.3","其中：计日工","","-"]
["3.4","其中：总承包服务费","","-"]
["4","规费","2051.46","-"]
["5","创优质工程奖补偿奖励费","","-"]
["6","税前不含税工程造价","135761.73","-"]
["6.1","其中：除税甲供材料（设备）费","","-"]
["7","销项增值税额","12218.56","-"]
["8","附加税","424.93","-"]
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["序号","项目编码","项目名称","项目特征","计量\n单位","工程\n量","金额（元）"]
[{"$nulls":6},"综合单价","合价","其   中"]
[{"$nulls":8},"暂估价"]
["1","010101004001","挖基坑土方","1.名称：挖基坑土方","m3","32.91","16.56","544.99",""]
["2","010103002002","余方弃置","1.废弃料品种 ：余土\n2.运距：50m","m3","25.24","14.88","375.57",""]
["3","010201001003","C15 垫层","1.名称：C15 垫层\n2.自拌混凝土","m3","1.28","427.07","546.65",""]
["4","010501003004","C30独立基础","1.名称：C30独立基础\n2.自拌混凝土","m3","4.56","448.46","2044.98",""]
["5","010502001005","C30矩形柱","1.名称：C30矩形柱\n2.自拌混凝土","m3","1.83","449.26","822.15",""]
["6","020401002006","C30圆形柱","1.名称：C30圆形柱\n2.自拌混凝土","m3","1.1","445.94","490.53",""]
["7","010503002007","C30矩形梁","1.名称：C30矩形梁\n2.自拌混凝土","m3","1.7","439.60","747.32",""]
["8","010505001008","C30有梁板","1.名称：C30有梁板\n2.自拌混凝土","m3","2.54","436.09","1107.67",""]
["9","010507007009","C30斗拱","1.名称：C30斗拱\n2.自拌混凝土","m3","0.87","580.83","505.32",""]
["10","010507007010","C20弧形端板","1.名称： C20弧形端板\n2.自拌混凝土","m3","0.25","568.82","142.21",""]
["11","010507007042","C30端墙","1.构件的类型 \n2.构件规格 \n3.部位 \n4.混凝土种类 \n5.混凝土强度等级","m3","0.87","580.83","505.32",""]
["12","010515001012","现浇构件钢筋 HPB300直径≤φ10","现浇构件钢筋 HPB300直径≤φ10","t","0.29","4928.30","1429.21",""]
["13","010515001013","现浇构件钢筋 HPB400直径≤φ10","现浇构件钢筋 HPB400直径≤φ10","t","0.65","4789.20","3112.98",""]
["14","010515001014","现浇构件钢筋 HPB400直径φ12～16","现浇构件钢筋 HPB400直径φ12～16","t","0.638","4774.65","3046.23",""]
["15","010515001015","现浇构件钢筋 HPB400直径＞φ16","现浇构件钢筋 HPB400直径＞φ16","t","0.48","4776.77","2292.85",""]
["16","020603001016","金色琉璃屋面","1.名称：金色琉璃屋面","m2","36.33","490.51","17820.23",""]
["17","020505002017","矩形瓦椽制安","1.构件截面尺寸 ：80mm*80mm\n2.木材品种 :锯材\n3.刨光要求 ：详设计\n4.防护材料种类、涂刷遍数：另计","m","143.1","14.66","2097.85",""]
["18","020508019018","封檐板200*20制安","1.断面尺寸 ：200mm*20mm\n2.木材品种 ：锯材\n3.刨光要求 ：详设计\n4.防护材料种类、涂刷遍数：另计","m","30.65","32.72","1002.87",""]
["19","020602004019","成品斜脊","1.名称：成品斜脊","m","3.82","300.00","1146.00",""]
["20","020602004020","灰塑垂脊制安","1.脊件类型、规格尺寸 ：灰塑垂脊，具体详设计\n2.高度 ：0.5m\n3.坐浆的配合比及强度等级：详设计","m","8.2","294.01","2410.88",""]
["21","020603007021","琉璃正吻（兽）","1.名称：琉璃正吻（兽）\n2.成品","只","4","404.90","1619.60",""]
["22","020602002022","灰塑正脊制安  (脊高) ≤800mm ","1.脊类型：灰塑正脊 \n2.脊件类型、规格尺寸 ：详设计\n3.高度 ：≤800mm\n4.铁件种类、规格 ：详设计\n5.坐浆配合比及强度等级：详设计","m","5.28","603.14","3184.58",""]
["23","自编001023","琉璃正吻（兽）","1.名称：琉璃正吻（兽）","个","2","2400.00","4800.00",""]
["24","自编002024","预制砼雀替","1.名称：预制砼雀替","个","2","2400.00","4800.00",""]
["25","自编003025","栗红色漆","","项","1","1200.00","1200.00",""]
["26","020911001026","蓝底彩绘","1.绘制部位 \n2.绘制基底种类 \n3.彩画种类及做法","m2","8.97","194.00","1740.18",""]
["27","011206001027","芝麻灰花岗石","1.基层类型、部位 \n2.安装方式 \n3.面层材料品种、规格、颜色 \n4.缝宽、嵌缝材料种类 \n5.防护材料种类 \n6.磨光、酸洗、打蜡要求","m2","3.25","423.92","1377.74",""]
["28","020206003028","石柱基础制安","1.石材种类、构件规格： φ410-500mm ，H=300mm \n2.石表面加工要求及等级：详设计图\n3.砂浆强度等级：规格详设计图\n4.砂浆采用水泥砂浆：详设计\n5.材料暂估价 700元/个","只","2","911.24","1822.48",""]
["29","自编029","水泥32.5","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准","t","3.281","300.00","984.30",""]
["30","自编030","水泥42.5","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准","t","4.17","300.00","1251.00",""]
["31","自编031","砂","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准\n3.以1550kg/m3计算\n4.合计37.98m3*1550kg/m3","t","22.717","300.00","6815.10",""]
["32","自编032","碎石","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准\n3.以每匹1500kg/m3计算\n4.合计33.56m3*1500kg/m3","t","19.319","300.00","5795.70",""]
["33","自编033","钢筋","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准","t","1.456","300.00","436.80",""]
["34","自编034","琉璃板瓦","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准","t","23.255","300.00","6976.50",""]
["35","自编035","琉璃筒瓦","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准","t","14.614","300.00","4384.20",""]
["36","自编036","花岗石板","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准\n3.以每匹3.5kg计算\n4.合计：1697匹*3.5kg/匹","t","5.74","300.00","1722.00",""]
["37","自编037","复合模板","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准\n3.以600kg/m3计算\n3.合计6.683m3*600kg/m3","t","4.129","300.00","1238.70",""]
["38","自编038","云雾石","1.施工场地位于窦团山半山腰，材料无法一次性到达施工现场，需产生二次搬运。\n2.暂估300元每吨，工程量以现场收方为准，最终以结算审计为准\n3.云雾石以每匹3.5kg计算\n4.合计1697匹*3.5kg/匹","t","38.178","300.00","11453.40",""]
["39","010101002039","牌楼前后路面平整","1.名称:牌楼前后路面平整\n2.厚度：15cm","m3","5.4","38.43","207.52",""]
["40","010501001040","路基垫层C15","1.名称：路基垫层C15\n2.自拌混凝土","m3","2.88","427.07","1229.96",""]
["41","040203008041","云雾石路面","1.名称：云雾石路面","m2","36","196.10","7059.60",""]
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["43","011702001001","垫层模板","基础类型","m2","2.08","36.20","75.30",""]
["44","011702001001","独立基础模板","基础类型","m2","9.48","58.24","552.12",""]
["45","011702002001","矩形柱模板","基础类型","m2","12.76","56.27","718.01",""]
["46","021002002","现浇混凝土圆形柱模板","柱子直径","m2","13.41","95.93","1286.42",""]
["47","011702006","矩形梁模板","支撑高度","m2","25.94","60.50","1569.37",""]
["48","011702006","矩形梁超高模板","支撑高度","m2","20.47","5.52","112.99",""]
["49","011702014","有梁板","支撑高度","m2","68.56","62.16","4261.69",""]
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["4","二等锯材 ","m3","0.855","","1780.00","","",""]
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["6","摊销卡具和支撑钢材 ","kg","83.703","","0.362","","",""]
["7","对拉螺栓 ","kg","7.191","","4.15","","",""]
["8","对拉螺栓塑料管 ","m","34.83","","1.10","","",""]
["9","钢筋 φ≤10","t","0.31","","3220.00","","",""]
["10","焊条 综合","kg","9.659","","5.85","","",""]
["11","水泥 32.5","kg","4592.096","","0.30","","",""]
["12","炉渣 ","m3","3.434","","83.00","","",""]
["13","琉璃板瓦 ","百匹","23.126","","240.00","","",""]
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["15","切角琉璃板瓦 ","百匹","0.4","","240.00","","",""]
["16","切角琉璃筒瓦 ","百匹","0.182","","245.00","","",""]
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["22","花岗石板 厚20mm","m2","3.703","","270.00","","",""]
["23","白水泥 ","kg","0.508","","0.58","","",""]
["24","麻刀 ","kg","150.728","","3.32","","",""]
["25","砾石 5～40mm","m3","15.587","","135.00","","",""]
["26","水泥 42.5","kg","4771.28","","0.32","","",""]
["27","碎石 5～40mm","m3","2.093","","140.00","","",""]
["28","素筒瓦 综合规格","百匹","0.715","","120.00","","",""]
["29","预埋铁件 ","kg","13.398","","0.353","","",""]
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["31","氧化铁黑 ","kg","5.032","","5.81","","",""]
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["33","805胶水 ","kg","2.285","","3.50","","",""]
["34","铁钉 ","kg","8.586","","4.15","","",""]
["35","煤 ","kg","5.874","","0.70","","",""]
["36","中砂 ","m3","0.039","","165.00","","",""]
["37","脚手架钢材 ","kg","23.971","","3.57","","",""]
["38","锯材 综合","m3","0.033","","1780.00","","",""]
["39","柱础 φ410-500 ，H=300","个","2.038","","700.00","","",""]
["40","一等锯材 ","m3","0.979","","1880.00","","",""]
["41","HPB400钢筋 φ≤10","t","0.696","","3090.00","","",""]
["42","HPB400钢筋 φ12～16","t","0.679","","3020.00","","",""]
["43","HPB400钢筋 φ＞16","t","0.504","","3040.00","","",""]
["44","枕木 ","m3","0.08","","1780.00","","",""]
["45","镀锌铁丝 8#","kg","10","","4.00","","",""]
["46","草袋子 ","m2","9.58","","0.80","","",""]
["47","琉璃正吻(兽鳌鱼头、龙吻、鱼龙吻) ","件","4.08","","245.00","","",""]
["48","琉璃斜当沟 ","百块","0.04","","240.00","","",""]
["49","琉璃正当勾 ","百匹","0.168","","240.00","","",""]
["50","琉璃压当条 ","百条","0.236","","240.00","","",""]
["51","群色条 ","百件","0.068","","58.10","","",""]
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