{"text_format":"3","workbook":"xlsx","n_sheets":7,"sheets":["表-04 单位工程造价汇总表","表-08 分部分项工程和单价措施项目清单与计价表(含分部小计)","表-09补 综合单价分析表","表-11 总价措施项目清单与计价表","表-12 其他项目清单与计价汇总表","表-13 规费、税金项目清单与计价表","表-21补 人工、材料、设备及机械一览表"],"read":"whole","date_system":"1900"}

{"sheet":"表-04 单位工程造价汇总表","index":0,"n_rows":37,"n_cols":4,"rows_kept":37,"merged":[[0,0,0,3],[1,0,1,1],[35,0,35,1]]}
["单位工程造价汇总表"]
["工程名称：花都J10-TM01政府储备地块（红山石上背地块）围蔽工程",null,"标段：","第1页 共1页"]
["序号","汇 总 内 容","金额","其中：暂估价（元）"]
["1","分部分项合计",149275.58]
["2","措施合计",22821.52]
["2.1","绿色施工安全防护措施费",2515.47]
["2.2","其他措施费",20306.05]
["3","其他项目",2891.35,"－"]
["3.1","暂列金额"]
["3.2","暂估价"]
["3.3","计日工"]
["3.4","总承包服务费"]
["3.5","预算包干费",2891.35]
["3.6","工程优质费"]
["3.7","概算幅度差"]
["3.8","索赔费用"]
["3.9","现场签证费用"]
["3.10","其他费用"]
["4","税前工程造价",174988.45]
["5","增值税销项税额",15748.96,"－"]
["6","总造价",190737.41]
["7","人工费",49002.74]
{"$rows_empty":13}
["合计=1+2+3+4+5",null,"190,737.41","0"]
[{"$nulls":3},"表-04"]

{"sheet":"表-08 分部分项工程和单价措施项目清单与计价表(含分部小计)","index":1,"n_rows":35,"n_cols":9,"rows_kept":35,"merged":[[0,0,0,8],[1,0,1,4],[1,5,1,6],[1,7,1,8],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,4,3,4],[2,5,3,5],[2,6,2,8],[32,0,32,6],[33,0,33,6],[34,2,34,4],[34,5,34,6],[34,7,34,8]]}
["分部分项工程和单价措施项目清单与计价表"]
["工程名称：花都J10-TM01政府储备地块（红山石上背地块）围蔽工程",{"$nulls":4},"标段：",null,"第1页 共1页"]
["序号","项目编码","项目名称","项目特征描述","计量单位","工程量","金额（元）"]
[{"$nulls":6},"综合单价","合价","其中：\n暂估价"]
[null,null,"整个项目",{"$nulls":4},149275.58]
[1,"040101002001","挖沟槽土方","1.挖土深度:2m内","m3",356.59,8.13,2899.08]
[2,"040103001001","回填方","1.填方材料品种:利用原土","m3",304.05,18.54,5637.09]
[3,"040103002001","余方弃置","1.废弃料品种:余方\n2.运距:5KM","m3",52.54,19.67,1033.46]
[4,"040303001001","混凝土垫层","1.混凝土强度等级:C15","m3",10.34,728.79,7535.69]
[5,"040303002001","混凝土基础","1.混凝土强度等级:C25","m3",42.2,744.66,31424.65]
[6,"040901001001","现浇构件钢筋","1.钢筋规格:φ12","t",0.675,5120.79,3456.53]
[7,"010607004001","金属网栏","1.材料品种、规格:浸塑草绿色铁丝网100*200mm，铁丝直径3.5mm\n2.边框及立柱型钢品种、规格:φ50*5钢管绿色防锈漆","m2",908.31,107.11,97289.08]
[null,null,"分部小计",{"$nulls":4},149275.58]
[null,null,"措施项目",{"$nulls":4},20306.05]
[8,"041102001001","垫层模板","1.构件类型:垫层模板","m2",59.08,39.99,2362.61]
[9,"041102002001","基础模板","1.构件类型:基础模板","m2",337.6,53.15,17943.44]
[null,null,"单价措施合计",{"$nulls":4},20306.05]
{"$rows_empty":15}
["本页小计",{"$nulls":6},169581.63]
["合   计",{"$nulls":6},169581.63]
[{"$nulls":7},"表-08"]

{"sheet":"表-09补 综合单价分析表","index":2,"n_rows":21,"n_cols":12,"rows_kept":21,"merged":[[0,0,0,11],[1,0,1,5],[1,6,1,9],[1,10,1,11],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,4,3,4],[2,5,2,10],[2,11,3,11],[4,0,6,0],[5,11,6,11],[7,0,8,0],[9,0,11,0],[10,11,11,11],[12,0,13,0],[14,0,15,0],[16,0,17,0],[18,0,20,0],[19,11,20,11]]}
["综合单价计算表"]
["工程名称：花都J10-TM01政府储备地块（红山石上背地块）围蔽工程",{"$nulls":5},"标段：",{"$nulls":3},"第1页 共1页"]
["序号","编码","名称","单位","工程量 ","其中：（元）",{"$nulls":5},"综合单价\n（元）"]
[{"$nulls":5},"人工费","材料费","机械费","管理费","利润","小计"]
[1,"040101002001","挖沟槽土方","m3","356.59",2.24,null,4.13,0.8,0.96,8.13]
[null,"D1-1-10","人工挖沟槽土方 一、二类土 深度在2m内","100m3天然密实方",0.178295,1.56,null,null,0.2,0.23,1.99,8.13]
[null,"D1-1-33","挖掘机挖沟槽、基坑土方 一、二类土","1000m3天然密实方",0.338761,0.68,null,4.13,0.61,0.72,6.13]
[2,"040103001001","回填方","m3","304.05",12.3,null,2.23,1.83,2.18,18.54]
[null,"D1-1-133","回填土 夯实机夯实 槽、坑","100m3压实方",3.0405,12.3,null,2.23,1.83,2.18,18.54,18.54]
[3,"040103002001","余方弃置","m3","52.54",0.39,null,15.03,1.94,2.31,19.67]
[null,"D1-1-53 换","自卸汽车运土方 运距1km内 \u007f实际运距(km):5","1000m3天然密实方",0.05254,null,null,13.1,1.65,1.97,16.72,19.67]
[null,"D1-1-51","挖掘机装土","1000m3天然密实方",0.05254,0.39,null,1.93,0.29,0.35,2.95]
[4,"040303001001","混凝土垫层","m3","10.34",78.52,557.11,52.71,20.76,19.69,728.79]
[null,"D3-1-2 换","现浇基础 混凝土垫层 \u007f合并制作子目 普通预拌混凝土 碎石粒径综合考虑 C15","10m3",1.034,78.52,557.11,52.71,20.76,19.68,728.79,728.79]
[5,"040303002001","混凝土基础","m3","42.2",75.53,581.38,49.28,19.75,18.72,744.66]
[null,"D3-1-4 换","现浇基础 混凝土 \u007f合并制作子目 普通预拌混凝土 碎石粒径综合考虑 C25","10m3",4.22,75.53,581.38,49.28,19.75,18.72,744.66,744.66]
[6,"040901001001","现浇构件钢筋","t","0.675",687.67,4140.71,61.5,118.52,112.38,5120.79]
[null,"D3-6-5","钢筋制作、安装 带肋钢筋 φ10-25mm","t",0.675,687.67,4140.71,61.5,118.52,112.39,5120.79,5120.79]
[7,"010607004001","金属网栏","m2","908.31",35.86,52.08,1.09,10.69,7.39,107.11]
[null,"借A1-7-167","钢网围墙","10m2",90.831,32.9,33.93,null,9.52,6.58,82.94,107.11]
[null,"借A1-7-74","钢栏杆安装 钢管","t",3.513,2.95,18.14,1.09,1.17,0.81,24.17]

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["总价措施项目清单与计价表"]
["工程名称：花都J10-TM01政府储备地块（红山石上背地块）围蔽工程",{"$nulls":4},"标段：",null,"第1页 共1页"]
["序号","项目编码","项目名称","计算基础","费率\n（%）","金额\n（元）","调整费率\n（%）","调整后金额\n（元）","备注"]
["1","LSSGCSF00001","绿色施工安全防护措施费","分部分项人工费+分部分项机械费","5.22",2515.47,null,null,"以分部分项的人工费与施工机具费之和为计算基础；以专业工程类型\n区分不同费率计算；\n单独场地平整工程费率为4.35%；\n道路、管网工程费率为16.50%；\n桥涵、隧道、水处理构筑物工程费率为14.50%；\n\n分部分项工程总费用在300 万元以内（含300 万元）的项目按基本费率乘以1.20；"]
["2","粤041109009001","文明工地增加费","分部分项人工费+分部分项机械费","0",{"$nulls":3},"以分部分项的人工费与施工机具费之和为计算基础；市级文明工地0.60%；省级文明工地1.20%"]
["3","041109002001","夜间施工增加费",null,"20",{"$nulls":3},"以夜间施工项目人工费的20%计算"]
["4","041109005001","交通疏解员增加费",null,"15",{"$nulls":3},"按照项目分部分项人工费的15%计算（有方案的按照方案计算），\n结算时据实结算。"]
["5","041108001001","地下管线交叉降效费",null,"0",{"$nulls":3},"按实际发生或经批准的施工方案计算"]
["6","粤041109008001","赶工措施费","分部分项人工费+分部分项机械费","0",{"$nulls":3},"赶工措施费=（1-δ）*分部分项的（人工费+施工机具费）*0.30 （0.8≤δ＜1   式中：δ=合同工期/定额工期）"]
["7","QTFY00000001","其他费用",{"$nulls":5},"按实际发生或经批准的施工组织设计方案计算"]
["合    计",{"$nulls":4},2515.47]
[{"$nulls":7},"表-11"]

{"sheet":"表-12 其他项目清单与计价汇总表","index":4,"n_rows":37,"n_cols":5,"rows_kept":37,"merged":[[0,0,0,4],[1,0,1,1],[1,2,1,3],[35,0,35,4],[36,0,36,1],[36,2,36,3]]}
["其他项目清单与计价汇总表"]
["工程名称：花都J10-TM01政府储备地块（红山石上背地块）围蔽工程",null,"标段：",null,"第1页 共1页"]
["序号","项目名称","金额（元）","结算金额（元）","备注"]
["1","暂列金额",null,null,"明细详见表-12-1"]
["2","暂估价"]
["2.1","材料暂估价","-",null,"明细详见表-12-2"]
["2.2","专业工程暂估价",null,null,"明细详见表-12-3"]
["3","计日工",null,null,"明细详见表-12-4"]
["4","总承包服务费",null,null,"明细详见表-12-5"]
["5","预算包干费","2891.35"]
["6","工程优质费"]
["7","概算幅度差"]
["8","现场签证费用"]
["9","索赔费用"]
["10","其他费用"]
{"$rows_empty":19}
[null,"合  计","2891.35",null,"-"]
["注：材料（工程设备）暂估单价进入清单项目综合单价，此处不汇总。"]
[{"$nulls":4},"表-12"]

{"sheet":"表-13 规费、税金项目清单与计价表","index":5,"n_rows":37,"n_cols":6,"rows_kept":37,"merged":[[0,0,0,5],[1,0,1,2],[1,3,1,4],[35,0,35,4],[36,0,36,2],[36,3,36,4]]}
["规费、税金项目清单与计价表"]
["工程名称：花都J10-TM01政府储备地块（红山石上背地块）围蔽工程",null,null,"标段：",null,"第1页 共1页"]
["序号","项目名称","计算基础","取费基数","计算费率（%）","金额（元）"]
["1","增值税销项税额","分部分项合计+措施合计+其他项目",174988.45,"9",15748.96]
{"$rows_empty":31}
["合    计",{"$nulls":4},15748.96]
[{"$nulls":5},"表-13"]

{"sheet":"表-21补 人工、材料、设备及机械一览表","index":6,"n_rows":76,"n_cols":8,"rows_kept":76,"merged":[[0,0,0,7],[1,0,1,3],[1,4,1,5],[1,6,1,7],[38,0,38,7],[39,0,39,3],[39,4,39,5],[39,6,39,7]]}
["人、材、机及主材设备一览表"]
["工程名称：花都J10-TM01政府储备地块（红山石上背地块）围蔽工程",{"$nulls":3},"标段：",null,"第1页 共2页"]
["序号","编码","名称、规格、型号","单位","数量","单价","合价","厂家"]
["一",null,"人工"]
[1,"00010010","人工费 ","元",49002.7398,1,49002.74]
["二",null,"材料"]
[1,"01010007","热轧圆盘条 φ10","kg",0.545,3.67,2]
[2,"01010015","热轧圆盘条 综合","t",0.8175,3742.74,3059.69]
[3,"01010125","螺纹钢筋 φ10~25","t",0.702,3908.07,2743.47]
[4,"01030031","镀锌低碳钢丝 φ0.7~1.2","kg",21.5005,5.77,124.06]
[5,"01030035","镀锌低碳钢丝 φ1.2~2.5","kg",69.6893,5.77,402.11]
[6,"01130001","扁钢 综合","t",0.545,3726.96,2031.19]
[7,"02270070","土工布 ","m2",5.3974,6.9,37.24]
[8,"03010430","六角螺栓 综合","kg",208.003,5.75,1196.02]
[9,"03019001","圆钉 综合","kg",19.7589,5.53,109.27]
[10,"03135001","低碳钢焊条 综合","kg",11.8184,5.39,63.7]
[11,"03210080@1","浸塑草绿色铁丝网 φ3.5×100×200","m2",953.7255,25,23843.14]
[12,"03214046","零星卡具 ","kg",406.808,5.64,2294.4]
[13,"05030060","板枋材 综合","m3",1.8665,1348.1,2516.23]
[14,"05030080","松杂板枋材 ","m3",0.0703,1348.1,94.77]
[15,"13010210@1","绿色防锈漆底漆 ","kg",7.4476,22.91,170.62]
[16,"13350250","模板嵌缝料 ","kg",16.88,1.76,29.71]
[17,"14350300@1","绿色防锈漆 ","kg",0.7448,32.22,24]
[18,"14350630","脱模剂 ","kg",39.668,5.29,209.84]
[19,"14390070","氧气 ","m3",18.236,5.32,97.02]
[20,"14390100","乙炔气 ","kg",10.0296,13.72,137.61]
[21,"34110010","水 ","m3",10.738,4.46,47.89]
[22,"35010030","组合钢模板 ","kg",199.184,5.58,1111.45]
[23,"35090230","钢支撑 ","kg",78.3232,4,313.29]
[24,"99450760","其他材料费 ","元",819.2652,1,819.27]
[25,"8021902","普通预拌混凝土 碎石粒径综合考虑 C15","m3",10.4434,546,5702.1]
[26,"8021904","普通预拌混凝土 碎石粒径综合考虑 C25","m3",42.622,569,24251.92]
[null,null,"机械"]
[1,"00010003","机上人工 ","工日",16.4253,230,3777.82]
[2,"99450630","折旧费 ","元",1325.2519,1,1325.25]
[3,"99450640","检修费 ","元",387.7547,1,387.75]
[4,"99450650","维护费 ","元",1173.7093,1,1173.71]
[5,"99450660","安拆费 ","元",268.8503,1,268.85]
["人、材、机及主材设备一览表"]
["工程名称：花都J10-TM01政府储备地块（红山石上背地块）围蔽工程",{"$nulls":3},"标段：",null,"第2页 共2页"]
["序号","编码","名称、规格、型号","单位","数量","单价","合价","厂家"]
[null,null,"机械"]
[6,"99450680","柴油 (机械用)0#","kg",346.2807,6.35,2198.88]
[7,"99450700","电 (机械用)","kw·h",731.3896,0.62,453.46]
[8,"JXFTZ","机械费调整 ","元",0.0005,1,0]
[9,"990101015","履带式推土机 功率75(kW)","台班",0.1063,1079.35,114.73]
[10,"990106030","履带式单斗液压挖掘机 斗容量1(m3)","台班",0.9834,1483.84,1459.21]
[11,"990123020","电动夯实机 夯击能力20~62(kN·m)","台班",21.8308,31.12,679.37]
[12,"990304016","汽车式起重机 提升质量16(t)","台班",0.6352,1181.74,750.64]
[13,"990304036","汽车式起重机 提升质量40(t)","台班",0.3864,1893.48,731.64]
[14,"990401025","载货汽车 装载质量6(t)","台班",5.0933,576.01,2933.79]
[15,"990401030","载货汽车 装载质量8(t)","台班",0.0744,656.47,48.84]
[16,"990402040","自卸汽车 装载质量15(t)","台班",0.549,1253.68,688.27]
[17,"990406010","机动翻斗车 装载质量1(t)","台班",5.937,305.26,1812.33]
[18,"990605060","混凝土振捣器 (插入式)","台班",3.2916,9.89,32.55]
[19,"990605065","混凝土振捣器 (平板式)","台班",2.6066,11.12,28.99]
[20,"990702010","钢筋切断机 直径40(mm)","台班",0.0743,43.49,3.23]
[21,"990703010","钢筋弯曲机 直径40(mm)","台班",0.1485,28.14,4.18]
[22,"990706010","木工圆锯机 直径500(mm)","台班",0.1081,24.57,2.66]
[23,"990901015","交流弧焊机 容量30(kV·A)","台班",3.0844,80.22,247.43]
[24,"990910030","对焊机 容量75(kV·A)","台班",0.0628,103.38,6.49]
[25,"991003030","电动空气压缩机 排气量1(m3/min)","台班",0.822,50.26,41.31]
[null,null,"主材"]
[1,"补充主材001","φ50*5钢管 ","t",3.7238,4200,15639.96]
{"$rows_empty":7}
[null,null,"人工合计：",{"$nulls":3},49002.74]
[null,null,"材料合计：",{"$nulls":3},71432.01]
[null,null,"机械合计：",{"$nulls":3},19171.38]
[null,null,"设备合计："]
[null,null,"主材合计：",{"$nulls":3},15639.96]