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["序号","汇总内容","金额(元)","其中：材料、设备暂估价（元）"]
["1","分部分项工程费",347117.51,""]
["1.1","一、混凝土挡墙",236989.76,""]
["1.2","二、台阶",13605.7,""]
["1.3","三、台阶侧墙真石漆",2049.6,""]
["1.4","四、沥青混凝土路面",88711,""]
["1.5","五、大型机械设备进出场及安拆",5761.45,""]
["2","措施项目费",1987.63,""]
["2.1","  夜间施工增加费",261.53,""]
["2.2","  二次搬运费",627.67,""]
["2.3","  冬雨季施工增加费",418.45,""]
["2.4","  已完工程及设备保护费",52.31,""]
["2.5","  工程定位复测费",470.75,""]
["2.6","  临时保护设施费",52.31,""]
["2.7","  行车、行人干扰增加费",104.61,""]
["2.8","  赶工措施费","",""]
["3","不可竞争费",12218.69,""]
["3.1","  安全文明施工费",12218.69,""]
["3.2","  环境保护税","",""]
["4","其他项目","",""]
["4.1","  暂列金额","",""]
["4.2","  专业工程暂估价","",""]
["4.3","  计日工","",""]
["4.4","  总承包服务费","",""]
["5","税金",32519.14,""]
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[null,"001","一、混凝土挡墙","","","","",236989.76,"","",""]
["1","040101002001","挖沟槽土方","1、挖沟槽土方","m3",246.4,3.52,867.33,68.99,559.33,""]
["2","040103001001","回填方","1、土方就地回填、夯实","m3",114.79,14.05,1612.8,975.72,221.54,""]
["3","040103002001","余方弃置","1、余方弃置，运距自定","m3",131.61,6.19,814.67,42.12,547.5,""]
["4","040303015003","混凝土挡土墙","1、C30商品混凝土挡墙","m3",102.8,597.03,61374.68,7517.76,"",""]
["5","040303015004","混凝土挡土墙模板","1、模板制作,安装,涂脱模剂；模板拆除、修理、整理","m2",663.42,32.1,21295.78,11828.78,"",""]
["6","040303002001","混凝土基础","1、C30商品混凝土基础","m3",74.63,513.27,38305.34,1238.11,"",""]
["7","WB040303028001","基础模板","1、模板制作,安装,涂脱模剂；模板拆除、修理、整理","m2",67.72,30.25,2048.53,744.92,"",""]
["8","WB041111001001","混凝土垫层","1、厚度：10cm\n2、材料品种及比例：C15商品混凝土","m3",24.01,589.31,14149.33,1767.38,269.87,""]
["9","011702001007","垫层模板","1、放样、模板制作、安装、拆除、刷隔离剂","m2",20.96,40.88,856.84,490.04,23.27,""]
["10","WB041111008002","滤层","1、30~400g/m2土工布\n2、1~4mm 砂砾或石屑\n3、20mm 粗砾或碎石，夯实粘土\n4、具体施工详见图纸","m3",8.52,219.82,1872.87,428.98,"",""]
["11","040309009001","泄水孔","1、挡土墙泄水孔\n2、挡墙排水孔距相应墙趾外侧完成面0.5m起设,间距2.0x2.0m,采用φ110UPVC管,外倾5%","m",49.7,27.58,1370.73,425.93,"",""]
["12","WB040203012007","变形缝","1、挡墙每隔10~15m设一道沉降伸缩缝，自墙顶至基底缝宽2cm,内填沥青麻丝,填缝深度15cm","m2",14.52,63.77,925.94,276.17,"",""]
["13","WB040303048003","现浇构件钢筋","1、现浇构件钢筋\n2、具体施工详见图纸","t",2.878,5444.61,15669.59,2346.87,236.11,""]
["14","WB040303048002","现浇构件钢筋","1、现浇构件钢筋\n2、具体施工详见图纸","t",11.126,5428.8,60400.83,8833.27,1059.97,""]
["15","011503001002","金属扶手、栏杆、栏板","不锈钢扶手、不锈钢栏杆","m",105,146.9,15424.5,3178.35,918.75,""]
[null,"002","二、台阶","","","","",13605.7,"","",""]
["16","WB010101008001","原地夯实","","m2",40.26,0.22,8.86,0.81,5.64,""]
["17","010507004001","花岗岩台阶","1、15cm碎石垫层\n2、C20商品混凝土台阶\n3、30mm花岗岩饰面","m2",36,377.69,13596.84,3181.32,68.04,""]
[null,"003","三、台阶侧墙真石漆","","","","",2049.6,"","",""]
["18","011201001001","墙面一般抹灰","1、底层厚度、砂浆配合比：20mm水泥砂浆抹灰、找平","m2",21,30.32,636.72,301.35,17.64,""]
["19","011406003001","满刮腻子","1、基层类型：满刮腻子两遍","m2",21,11.37,238.77,122.85,4.62,""]
["20","WB011406001001","外墙真石漆","1、外墙真石漆","m2",21,55.91,1174.11,165.48,5.25,""]
[null,"004","四、沥青混凝土路面","","","","",88711,"","",""]
["21","040202001001","路床碾压检验","1、路床整形、碾压\n2、放样、10cm以内挖高填低、整平、碾压、检验、人工配合处理机械碾压不到之处","m2",575,2.04,1173,63.25,770.5,""]
["22","WB040202017001","C20非泵送商品混凝土垫层","C20混凝土垫层12cm厚","m2",575,60.82,34971.5,1742.25,"",""]
["23","040203003001","透层","1、材料品种：乳化沥青PC-2，每平方米1.1L，透入深度5mm\n2、防裂贴\n3、其它：描述不详之处详见设计图纸、图集、招标文件、答疑、政府相关文件、规范等其他相关资料，符合验收规范","m2",575,3.68,2116,103.5,207,""]
["24","040203006001","沥青混凝土","1、沥青混凝土种类：中粒式沥青砼AC-20（C）\n2、厚度：50mm厚\n3、其它：描述不详之处详见设计图纸、图集、招标文件、答疑、政府相关文件、规范等其他相关资料，符合验收规范","m2",575,51.87,29825.25,155.25,638.25,""]
["25","040203003002","粘层","1、材料品种：乳化沥青PC-3，每平方米0.4L\n2、防裂贴\n3、其它：描述不详之处详见设计图纸、图集、招标文件、答疑、政府相关文件、规范等其他相关资料，符合验收规范","m2",575,1.96,1127,57.5,207,""]
["26","040203006002","沥青混凝土","1、沥青混凝土种类：细粒式SBS（I-D）改性沥青砼AC-13（C）\n2、厚度：30mm厚\n3、其它：描述不详之处详见设计图纸、图集、招标文件、答疑、政府相关文件、规范等其他相关资料，符合验收规范","m2",575,33.91,19498.25,92,396.75,""]
[null,"005","五、大型机械设备进出场及安拆","","","","",5761.45,"","",""]
["27","011705001001","大型机械设备进出场及安拆","1、大型机械设备进出场及安拆","台次",1,5761.45,5761.45,1545.64,2737.08,""]
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