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            </QFBZ>
            <QDXM XMBM="011602001001" XMMC="混凝土构件拆除" JLDW="m3" GCSL="0.411" ZHDJ="337.1" HJ="138.55" GZNR="拆除、控制扬尘、清理、废渣废料清理归堆" XMTZ="拆除台阶 @300*145 下3级" JSGZ="1.以体积计量的，按拆除构件的混凝土体积以立方米计算2.以面积计量的，按拆除部位的水平投影面积以平方米计算" RGF="261.13" CLF="0" SBF="0" JXF="12.08" QGF="18.55" LR="17.51" GF="0" SJ="27.83" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011609001001" XMMC="栏杆、栏板拆除" JLDW="m" GCSL="9.45" ZHDJ="21.37" HJ="201.95" GZNR="拆除、控制扬尘、清理、废渣废料清理归堆" XMTZ="不锈钢栏杆拆除 高度1.1m" JSGZ="1.按铲除的长度以米计算" RGF="17.32" CLF="0" SBF="0" JXF="0" QGF="1.18" LR="1.11" GF="0" SJ="1.76" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011609002001" XMMC="隔断隔墙拆除" JLDW="m2" GCSL="12.285" ZHDJ="44.78" HJ="550.12" GZNR="拆除、控制扬尘、清理、废渣废料清理归堆" XMTZ="拆除固定窗玻璃 高度3.9m" JSGZ="1.按拆除部位的面积以平方米计算" RGF="36.29" CLF="0" SBF="0" JXF="0" QGF="2.46" LR="2.33" GF="0" SJ="3.7" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010103002002" XMMC="余方弃置" JLDW="m3" GCSL="0.617" ZHDJ="83.13" HJ="51.29" GZNR="余方点装料运输至弃置点" XMTZ="垃圾//20km" JSGZ="1.按挖方清单项目工程量减利用回填方立方米(正数)计算" RGF="10.81" CLF="0" SBF="0" JXF="56.56" QGF="4.57" LR="4.32" GF="0" SJ="6.86" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010507001001" XMMC="散水、坡道" JLDW="m2" GCSL="3.2" ZHDJ="205.84" HJ="658.69" GZNR="地基夯实、铺设垫层、混凝土制作、运输、浇筑、振捣、养护、变形缝填塞" XMTZ="60厚C20细石混凝土面层//数1:1水泥砂子压实赶光//150厚粒径10-40卵石灌M2.5混合砂浆//(或150厚3:7灰土)//素土夯实，向外坡3%~5%//详见12J003 -1A-1B/A1" JSGZ="1.按设计图示尺寸的水平投影面积以平方米计算，不扣除单个≤0.3m2的孔洞所占面积" RGF="74.54" CLF="88.7" SBF="0" JXF="3.58" QGF="11.33" LR="10.69" GF="0" SJ="17" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010401003001" XMMC="实心砖墙" JLDW="m3" GCSL="1.224" ZHDJ="705.18" HJ="863.14" GZNR="砂浆制作、运输、砌砖、刮缝、砖压顶砌筑、材料运输" XMTZ="150厚实心砖，强度等级不低于Mu10，砂浆等级M7.5" JSGZ="1.按设计图示尺寸以立方米计算，扣除门窗洞口、单个面积大于0.3m2的孔洞、嵌入墙内的钢筋混凝土柱、梁、圈梁、挑梁、过梁、反梁及凹进墙内的壁龛、管槽、消火栓箱所占体积。不扣除梁头、板头、砖墙内加固钢筋及单个面积0.3m2以内的孔洞所占体积。凸出墙面的砖垛并入墙体体积内计算。砌体厚度应按砖实际规格计算" RGF="333.87" CLF="232.86" SBF="0" JXF="4.79" QGF="38.81" LR="36.62" GF="0" SJ="58.23" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011201004001" XMMC="立面砂浆找平层" JLDW="m2" GCSL="12.045" ZHDJ="53.84" HJ="648.5" GZNR="基层清理、刷界面剂、砂浆制作、运输、抹平找平" XMTZ="9厚DPM15砂浆(1:3水泥砂浆)压实抹平" JSGZ="1．外墙抹灰面积按外墙垂直投影面积计算，应扣除门窗洞口和单个面积＞0.3m2的孔洞所占面积，不扣除单个面积≤0.3m2的孔洞所占面积，门窗洞口和孔洞侧壁、顶面及底面面积按图示设计尺寸并入外墙以面积计算。附墙柱、梁、垛、烟囱侧壁并入相应的墙面面积内。2．外墙裙抹灰面积按其长度乘以高度计算3．内墙面抹灰按设计图示尺寸以面积计算。扣除墙裙、门窗洞口及单个面积＞0.3m2的孔洞面积，不扣除踢脚线、挂镜线及单个面积≤0.3m2的孔洞和墙与构件交接处的面积，且门窗洞口和孔洞的侧壁及顶面不增加面积。附墙柱、梁、垛、烟囱侧壁并入相应的墙面面积内。内墙抹灰面积按墙间的净长乘以高度计算：(1)无墙裙的，高度按室内楼地面至天棚底面计算(2)有墙裙的，高度按墙裙顶至天棚底面计算  (3)有吊顶天棚抹灰，抹灰高度按设计图示尺寸计算，设计图纸未明确高度按吊顶面层高度加10cm计算  4．内墙裙抹灰面按内墙净长乘以高度计算" RGF="40.33" CLF="3.01" SBF="0" JXF="0.29" QGF="2.96" LR="2.8" GF="0" SJ="4.45" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011204001001" XMMC="石材墙面" JLDW="m2" GCSL="12.045" ZHDJ="223.34" HJ="2690.13" GZNR="基层清理、砂浆制作、运输、粘结层铺贴、面层安装、嵌缝、刷防护材料、磨光、酸洗、打蜡" XMTZ="25mm大理石装饰，DTG砂浆勾缝//与双向钢筋网固定，石材板与墙体之间的空隙层内用DP砂浆灌实//双向钢筋网(中距按板材尺寸)与墙内预埋钢筋焊接牢固(或低碳镀锌钢丝绑扎)//墙内预埋钢筋伸出墙面(中距按板材尺寸，墙体应有构造柱及水平加强梁，由结构" JSGZ="1.按镶贴表面积计算" RGF="99.98" CLF="80.91" SBF="0" JXF="0.12" QGF="12.29" LR="11.6" GF="0" SJ="18.44" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011503005001" XMMC="金属靠墙扶手" JLDW="m" GCSL="2.75" ZHDJ="540.64" HJ="1486.76" GZNR="制作、运输、安装、刷防护材料" XMTZ="电梯轿厢内新增不锈钢护栏，//Φ60*3不锈钢管，Φ60*3不锈钢管扶手，Φ28*1.2不锈钢管立柱@100//具体做法详15J403-1，D13-PB1" JSGZ="1.按设计图示扶手中心线长度(包括弯头长度)以米计算" RGF="149.9" CLF="274.24" SBF="0" JXF="14.03" QGF="29.75" LR="28.08" GF="0" SJ="44.64" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="" XMMC="玻璃幕墙" JLDW="" GCSL="0" ZHDJ="0" HJ="0" GZNR="" XMTZ="" JSGZ="" RGF="0" CLF="0" SBF="0" JXF="0" QGF="0" LR="0" GF="0" SJ="0" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011209002001" XMMC="全玻(无框玻璃)幕墙" JLDW="m2" GCSL="174.87" ZHDJ="598.57" HJ="104671.94" GZNR="幕墙安装、嵌缝、塞口、清洗" XMTZ="10+1.90PVB+10mm半钢化夹胶超白玻璃//300系列不锈钢驳接爪 材质304，TYPE:H3002// Φ76*5mm厚钢管 材质Q235B//具体做法详图纸观光玻璃节点做法" JSGZ="1.按设计图示尺寸以平方米计算。带肋全玻幕墙按展开面积计算" RGF="103.31" CLF="304.7" SBF="0" JXF="77.11" QGF="32.94" LR="31.09" GF="0" SJ="49.42" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011209002002" XMMC="全玻(无框玻璃)幕墙" JLDW="m2" GCSL="56.142" ZHDJ="494.64" HJ="27770.08" GZNR="幕墙安装、嵌缝、塞口、清洗" XMTZ="1.5mm氟碳铝单板" JSGZ="1.按设计图示尺寸以平方米计算。带肋全玻幕墙按展开面积计算" RGF="148.62" CLF="248.84" SBF="0" JXF="3.43" QGF="27.22" LR="25.69" GF="0" SJ="40.84" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011405001004" XMMC="金属面油漆" JLDW="m2" GCSL="4.732" ZHDJ="71.78" HJ="339.66" GZNR="基层清理、刮腻子、刷防护材料、油漆" XMTZ="氟碳漆喷涂钢管" JSGZ="1.以质量计量的，按设计图示尺寸以吨计算2.以面积计量的，按设计图示的展开面积以平方米计算" RGF="42" CLF="16.17" SBF="0" JXF="0" QGF="3.95" LR="3.73" GF="0" SJ="5.93" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="" XMMC="基础工程" JLDW="" GCSL="0" ZHDJ="0" HJ="0" GZNR="" XMTZ="" JSGZ="" RGF="0" CLF="0" SBF="0" JXF="0" QGF="0" LR="0" GF="0" SJ="0" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010101004001" XMMC="挖基坑土方" JLDW="m3" GCSL="41.489" ZHDJ="46.96" HJ="1948.32" GZNR="排地表水、土方开挖、围护（挡土板）及拆除、基底钎探、场内运输" XMTZ="三类土//2m以内" JSGZ="1.按设计图示尺寸，包括工作面宽度、放坡宽度以立方米计算" RGF="38.06" CLF="0" SBF="0" JXF="0" QGF="2.58" LR="2.44" GF="0" SJ="3.88" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010103001001" XMMC="回填方" JLDW="m3" GCSL="22.701" ZHDJ="10.69" HJ="242.67" GZNR="运输、回填、压实" XMTZ="满足设计要求//原土回填//满足设计要求" JSGZ="按设计图示尺寸以立方米计算：1．场区（含地下室顶板以上）回填：按回填面积乘以平均回填厚度计算2．室内（含地下室内）回填：按墙间净面积（扣除连续底面积2m2以上的设备基础等面积）乘以回填厚度计算3．基础回填：按挖方清单项目工程量减去自然地坪以下埋设的基础的体积(包括基础垫层及其他构筑物)计算4．管道沟槽回填，按挖方体积减去管道及基础等埋入物的体积计算，埋入物体积按非管道井室的构筑物断面面积×管道中心线长度×1.025计算础和管道外表面为直径计算的体积计算，埋入物体积按非管道井室的构筑物断面面积×管道中心线长度×1.025计算" RGF="6.07" CLF="0" SBF="0" JXF="2.59" QGF="0.59" LR="0.56" GF="0" SJ="0.88" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010103002001" XMMC="余方弃置" JLDW="m3" GCSL="15.396" ZHDJ="83.12" HJ="1279.72" GZNR="余方点装料运输至弃置点" XMTZ="三类土//20km" JSGZ="1.按挖方清单项目工程量减利用回填方立方米(正数)计算" RGF="10.81" CLF="0" SBF="0" JXF="56.56" QGF="4.57" LR="4.32" GF="0" SJ="6.86" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010501001001" XMMC="垫层" JLDW="m3" GCSL="1.948" ZHDJ="491.03" HJ="956.53" GZNR="混凝土制作、运输、浇筑、振捣、养护" XMTZ="非泵送商品混凝土//C20" JSGZ="1.按设计图示尺寸以立方米计算，不扣除伸入承台基础的桩头所占体积，不扣除构件内钢筋、预埋铁件所占体积。型钢混凝土中型钢骨架所占体积按（密度）7850kg/m³扣除" RGF="67.58" CLF="330.4" SBF="0" JXF="0" QGF="27.02" LR="25.5" GF="0" SJ="40.54" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010501004001" XMMC="满堂基础" JLDW="m3" GCSL="6.438" ZHDJ="516.61" HJ="3325.94" GZNR="混凝土制作、运输、浇筑、振捣、养护" XMTZ="非泵送抗渗混凝土//C30P6//掺加HEA型或其他类似抗裂防水剂" JSGZ="1.按设计图示尺寸以立方米计算，不扣除伸入承台基础的桩头所占体积，不扣除构件内钢筋、预埋铁件所占体积。型钢混凝土中型钢骨架所占体积按（密度）7850kg/m³扣除" RGF="34.4" CLF="384.22" SBF="0" JXF="0.07" QGF="28.43" LR="26.83" GF="0" SJ="42.66" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010504001001" XMMC="直形墙" JLDW="m3" GCSL="5.232" ZHDJ="564.34" HJ="2952.63" GZNR="混凝土制作、运输、浇筑、振捣、养护" XMTZ="非泵送抗渗混凝土//C30P6//掺加HEA型或其他类似抗裂防水剂" JSGZ="按设计图示尺寸以立方米计算，不扣除构件内钢筋、预埋铁件所占体积。型钢混凝土中型钢骨架所占体积按（密度）7850kg/m³扣除 扣除门窗洞口及单个面积&gt;0.3m2的孔洞所占体积 1.附墙的暗柱、暗梁、墙垛及突出墙面部分并入墙体体积计算 2.剪力墙的连梁，其混凝土并入剪力墙计算 3.墙与梁连接时，墙算至梁底；墙与板连接时，板算至墙侧" RGF="47.85" CLF="409.52" SBF="0" JXF="0" QGF="31.06" LR="29.31" GF="0" SJ="46.6" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010515001005" XMMC="现浇构件钢筋" JLDW="t" GCSL="0.002" ZHDJ="5961.13" HJ="11.92" GZNR="钢筋制作、运输、钢筋安装、焊接（绑扎）" XMTZ="现浇构件带肋钢筋HRB400以内(直径=6mm)" JSGZ="1.按设计图示钢筋(网)长度(面积)乘单位理论质量以吨计算" RGF="1120.74" CLF="3691.13" SBF="0" JXF="19.45" QGF="328.05" LR="309.56" GF="0" SJ="492.2" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010515001006" XMMC="现浇构件钢筋" JLDW="t" GCSL="0.316" ZHDJ="5266.85" HJ="1664.32" GZNR="钢筋制作、运输、钢筋安装、焊接（绑扎）" XMTZ="现浇构件带肋钢筋HRB400以内(直径=12mm)" JSGZ="1.按设计图示钢筋(网)长度(面积)乘单位理论质量以吨计算" RGF="890.78" CLF="3318.86" SBF="0" JXF="58.98" QGF="289.84" LR="273.51" GF="0" SJ="434.88" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010515001009" XMMC="现浇构件钢筋" JLDW="t" GCSL="0.26" ZHDJ="5157.59" HJ="1340.97" GZNR="钢筋制作、运输、钢筋安装、焊接（绑扎）" XMTZ="现浇构件带肋钢筋HRB400以内(直径=14mm)" JSGZ="1.按设计图示钢筋(网)长度(面积)乘单位理论质量以吨计算" RGF="890.78" CLF="3230.31" SBF="0" JXF="58.98" QGF="283.83" LR="267.83" GF="0" SJ="425.86" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011101006001" XMMC="平面砂浆找平层" JLDW="m2" GCSL="8.55" ZHDJ="25.77" HJ="220.33" GZNR="基层清理、抹找平层、材料运输" XMTZ="20厚1：3水泥砂浆找平-屋面" JSGZ="1.按设计图示尺寸以平方米计算，扣除凸出地面构筑物、设备基础、室内管道，地沟等所占面积，不扣除间壁墙和0.3m2以内的柱、垛、附墙烟囱及孔洞所占面积。门洞、空圈、壁龛的开口部分并入相应的工程量内" RGF="14.03" CLF="6.28" SBF="0" JXF="0.57" QGF="1.42" LR="1.34" GF="0" SJ="2.13" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010902001001" XMMC="屋面卷材防水" JLDW="m2" GCSL="8.55" ZHDJ="49.63" HJ="424.34" GZNR="基层处理、刷底油、铺油毡卷材、接缝" XMTZ=" 一道3厚APP改性沥青防水卷材(聚脂胎）" JSGZ="按设计图示尺寸以平方米计算：1.斜屋顶(不包括平屋顶找坡)按斜面积计算，平屋顶按水平投影面积计算 2.不扣除房上烟囱、风帽底座、风道、屋面小气窗和斜沟所占面积 3.屋面的女儿墙、伸缩缝和天窗等处的弯起部分≤300mm时，按展开面积并入平面工程量内" RGF="4.82" CLF="35.4" SBF="0" JXF="0" QGF="2.73" LR="2.58" GF="0" SJ="4.1" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010902002001" XMMC="屋面涂膜防水" JLDW="m2" GCSL="8.55" ZHDJ="43.67" HJ="373.38" GZNR="基层处理、刷基层处理剂、铺布、喷涂防水层" XMTZ="一道1.5厚水泥基聚合物防水涂料" JSGZ="按设计图示尺寸以平方米计算：1.斜屋顶(不包括平屋顶找坡)按斜面积计算，平屋顶按水平投影面积计算 2.不扣除房上烟囱、风帽底座、风道、屋面小气窗和斜沟所占面积 3.屋面的女儿墙、伸缩缝和天窗等处的弯起部分≤300mm时，按展开面积并入平面工程量内" RGF="6.88" CLF="28.51" SBF="0" JXF="0" QGF="2.4" LR="2.27" GF="0" SJ="3.61" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="" XMMC="底板防水，具体做法详图集10J301-底板4" JLDW="" GCSL="0" ZHDJ="0" HJ="0" GZNR="" XMTZ="" JSGZ="" RGF="0" CLF="0" SBF="0" JXF="0" QGF="0" LR="0" GF="0" SJ="0" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011101006002" XMMC="平面砂浆找平层" JLDW="m2" GCSL="16.095" ZHDJ="26.51" HJ="426.68" GZNR="基层清理、抹找平层、材料运输" XMTZ="20厚1：2.5水泥砂浆找平层" JSGZ="1.按设计图示尺寸以平方米计算，扣除凸出地面构筑物、设备基础、室内管道，地沟等所占面积，不扣除间壁墙和0.3m2以内的柱、垛、附墙烟囱及孔洞所占面积。门洞、空圈、壁龛的开口部分并入相应的工程量内" RGF="14.03" CLF="6.88" SBF="0" JXF="0.57" QGF="1.46" LR="1.38" GF="0" SJ="2.19" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010905002001" XMMC="地下室底板、承台基础梁涂膜防水" JLDW="m2" GCSL="16.095" ZHDJ="39.43" HJ="634.63" GZNR="基层处理、刷基层处理剂、铺布 、喷涂防水层" XMTZ="1.5厚聚氨酯防水涂料" JSGZ="按设计图示尺寸以平方米计算:1.基础底板、地下室底板的防水、防潮层按设计图示尺寸以面积计算，不扣除桩头所占面积 2.桩头处外包防水按桩头投影外扩300mm以面积计算，地沟处防水按展开面积计算，均计入平面工程量 3.承台、基础梁高度＞300mm按立面防水计算" RGF="4.7" CLF="27.25" SBF="0" JXF="0" QGF="2.17" LR="2.05" GF="0" SJ="3.26" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010905001001" XMMC="地下室底板、承台基础梁卷材防水" JLDW="m2" GCSL="16.095" ZHDJ="36.41" HJ="586.02" GZNR="基层处理、刷粘结剂、铺防水卷材、接缝、嵌缝" XMTZ="3.0厚自粘聚合物改性沥青防水卷材(聚酯胎)" JSGZ="按设计图示尺寸以平方米计算:1.基础底板、地下室底板的防水、防潮层按设计图示尺寸以面积计算，不扣除桩头所占面积 2.桩头处外包防水按桩头投影外扩300mm以面积计算，地沟处防水按展开面积计算，均计入平面工程量 3.承台、基础梁高度＞300mm按立面防水计算" RGF="6.04" CLF="23.47" SBF="0" JXF="0" QGF="2" LR="1.89" GF="0" SJ="3.01" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011101006003" XMMC="平面砂浆找平层" JLDW="m2" GCSL="16.095" ZHDJ="45.59" HJ="733.77" GZNR="基层清理、抹找平层、材料运输" XMTZ="50厚C20细石混凝土" JSGZ="1.按设计图示尺寸以平方米计算，扣除凸出地面构筑物、设备基础、室内管道，地沟等所占面积，不扣除间壁墙和0.3m2以内的柱、垛、附墙烟囱及孔洞所占面积。门洞、空圈、壁龛的开口部分并入相应的工程量内" RGF="22.51" CLF="13.29" SBF="0" JXF="1.14" QGF="2.51" LR="2.37" GF="0" SJ="3.77" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="" XMMC="侧壁防水，具体做法详10J301-18-外墙1b" JLDW="" GCSL="0" ZHDJ="0" HJ="0" GZNR="" XMTZ="" JSGZ="" RGF="0" CLF="0" SBF="0" JXF="0" QGF="0" LR="0" GF="0" SJ="0" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010404001001" XMMC="垫层" JLDW="m3" GCSL="4.961" ZHDJ="238.35" HJ="1182.45" GZNR="垫层材料的拌制、垫层铺设、材料运输" XMTZ="200厚2:8灰土分层夯实" JSGZ="1.按设计图示尺寸以立方米计算" RGF="51.63" CLF="140.34" SBF="0" JXF="1.2" QGF="13.12" LR="12.38" GF="0" SJ="19.68" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010903001001" XMMC="墙面卷材防水" JLDW="m2" GCSL="24.805" ZHDJ="37.88" HJ="939.61" GZNR="基层处理、刷粘结剂、铺防水卷材、接缝、嵌缝" XMTZ="3.0厚自粘聚合物改性沥青防水卷材(聚酯胎)" JSGZ="1.按设计图示尺寸以平方米计算" RGF="7.23" CLF="23.47" SBF="0" JXF="0" QGF="2.08" LR="1.97" GF="0" SJ="3.13" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010903002001" XMMC="墙面涂膜防水" JLDW="m2" GCSL="24.805" ZHDJ="44.08" HJ="1093.4" GZNR="基层处理、刷基层处理剂、铺布、喷涂防水层" XMTZ="1.5厚聚氨酯防水涂料" JSGZ="1.按设计图示尺寸以平方米计算" RGF="5.57" CLF="30.15" SBF="0" JXF="0" QGF="2.43" LR="2.29" GF="0" SJ="3.64" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
          </FBGC>
          <FBGC FBGCMC="桩基" ZBMBMC="桩基" FBGCFHJ="31882" TZSY="5352232590501033009">
            <QFTJ>
              <QFTJXM MC="项目类别" NR="桩基础工程" />
              <QFTJXM MC="外墙装饰" NR="有外墙装饰" />
              <QFTJXM MC="优质工程增加费" NR="不计取" />
              <QFTJXM MC="缩短定额工期措施费" NR="不计取" />
              <QFTJXM MC="采用封闭管理" NR="否" />
              <QFTJXM MC="临街情况" NR="非临街建筑" />
            </QFTJ>
            <QFBZ>
              <QFBZXM MC="房屋建筑与装饰工程" FL="6.79" XZ="true" />
              <QFBZXM MC="单独发包的装饰工程" FL="9.69" XZ="false" />
              <QFBZXM MC="抗震加固工程" FL="11.69" XZ="false" />
              <QFBZXM MC="仿古建筑工程" FL="6.69" XZ="false" />
              <QFBZXM MC="构筑物工程" FL="6.79" XZ="true" />
              <QFBZXM MC="安装工程" FL="6.79" XZ="true" />
              <QFBZXM MC="市政工程" FL="6.79" XZ="true" />
              <QFBZXM MC="园林绿化工程" FL="6.79" XZ="true" />
              <QFBZXM MC="市政维护工程" FL="6.79" XZ="true" />
              <QFBZXM MC="自定义" FL="6.79" XZ="true" />
              <QFBZXM MC="利润" FL="6" XZ="false" />
              <QFBZXM MC="安全文明施工费" FL="0.58" XZ="false" />
              <QFBZXM MC="其他总价措施费" FL="0.35" XZ="false" />
              <QFBZXM MC="税金" FL="9" XZ="false" />
              <QFBZXM MC="规费" FL="0" XZ="false" />
              <QFBZXM MC="缩短定额工期措施费" FL="0" XZ="false" />
              <QFBZXM MC="优质工程增加费" FL="0" XZ="false" />
            </QFBZ>
            <QDXM XMBM="010301001003" XMMC="预制钢筋混凝土方桩" JLDW="m" GCSL="92" ZHDJ="292.53" HJ="26912.76" GZNR="工作平台搭拆、桩机竖拆、移位、沉桩、接桩、送桩" XMTZ="静压锚杆桩：HZb30（闽 2004G108）截面 300×300mm//单根设计桩长：11.5m；每节桩长 2m，焊接接桩；桩顶标高 - 2.000m，接桩详见闽2004G108P页说明4.2.1//压桩孔口竖向加强筋等做法详《闽2004G108》P7~P11页//混凝土强度等级C30、P6 抗渗 //桩顶封桩混凝土详见闽2004G108第11页" JSGZ="1.按设计图示尺寸以桩长(包括桩尖)计算" RGF="38.65" CLF="187.63" SBF="0" JXF="10.81" QGF="16.1" LR="15.18" GF="0" SJ="24.16" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010301001004" XMMC="预制钢筋混凝土方桩" JLDW="m" GCSL="11.5" ZHDJ="292.53" HJ="3364.1" GZNR="工作平台搭拆、桩机竖拆、移位、沉桩、接桩、送桩" XMTZ="试验桩//静压锚杆桩：HZb30（闽 2004G108）截面 300×300mm//单根设计桩长：11.5m；每节桩长 2m，焊接接桩；桩顶标高 - 2.000m，接桩详见闽2004G108P页说明4.2.1//压桩孔口竖向加强筋等做法详《闽2004G108》P7~P11页//混凝土强度等级C30、P6 抗渗 //桩顶封桩混凝土详见闽2004G108第11页//静载试验桩 ≥1 根&#xA;" JSGZ="1.按设计图示尺寸以桩长(包括桩尖)计算" RGF="38.65" CLF="187.63" SBF="0" JXF="10.81" QGF="16.1" LR="15.18" GF="0" SJ="24.16" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010516002007" XMMC="预埋铁件" JLDW="t" GCSL="0.164" ZHDJ="9785.67" HJ="1604.85" GZNR="螺栓、铁件制作、运输、螺栓、铁件安装" XMTZ="&#xA;压桩孔配套：每个压桩孔预埋 4Φ28 锚杆；孔四周配置 2Φ20 加强筋，详见闽2004G108第11页" JSGZ="按设计图示尺寸以吨计算" RGF="2268.39" CLF="5350.46" SBF="0" JXF="312.15" QGF="538.51" LR="508.17" GF="0" SJ="807.99" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
          </FBGC>
          <FBGC FBGCMC="钢结构" ZBMBMC="钢结构" FBGCFHJ="136896" TZSY="5323885285277941891">
            <QFTJ>
              <QFTJXM MC="项目类别" NR="房屋建筑与装饰工程" />
              <QFTJXM MC="外墙装饰" NR="有外墙装饰" />
              <QFTJXM MC="优质工程增加费" NR="不计取" />
              <QFTJXM MC="缩短定额工期措施费" NR="不计取" />
              <QFTJXM MC="采用封闭管理" NR="否" />
              <QFTJXM MC="临街情况" NR="非临街建筑" />
            </QFTJ>
            <QFBZ>
              <QFBZXM MC="房屋建筑与装饰工程" FL="6.79" XZ="true" />
              <QFBZXM MC="单独发包的装饰工程" FL="9.69" XZ="false" />
              <QFBZXM MC="抗震加固工程" FL="11.69" XZ="false" />
              <QFBZXM MC="仿古建筑工程" FL="6.69" XZ="false" />
              <QFBZXM MC="构筑物工程" FL="6.79" XZ="true" />
              <QFBZXM MC="安装工程" FL="6.79" XZ="true" />
              <QFBZXM MC="市政工程" FL="6.79" XZ="true" />
              <QFBZXM MC="园林绿化工程" FL="6.79" XZ="true" />
              <QFBZXM MC="市政维护工程" FL="6.79" XZ="true" />
              <QFBZXM MC="自定义" FL="6.79" XZ="true" />
              <QFBZXM MC="利润" FL="6" XZ="false" />
              <QFBZXM MC="安全文明施工费" FL="3.68" XZ="false" />
              <QFBZXM MC="其他总价措施费" FL="0.35" XZ="false" />
              <QFBZXM MC="税金" FL="9" XZ="false" />
              <QFBZXM MC="规费" FL="0" XZ="false" />
              <QFBZXM MC="缩短定额工期措施费" FL="0" XZ="false" />
              <QFBZXM MC="优质工程增加费" FL="0" XZ="false" />
            </QFBZ>
            <QDXM XMBM="011405001005" XMMC="金属面油漆" JLDW="m2" GCSL="181.51" ZHDJ="39.98" HJ="7256.77" GZNR="基层清理、刮腻子、刷防护材料、油漆" XMTZ="钢构需除锈//喷石英砂" JSGZ="1.以质量计量的，按设计图示尺寸以吨计算2.以面积计量的，按设计图示的展开面积以平方米计算" RGF="9.03" CLF="10.21" SBF="0" JXF="13.16" QGF="2.2" LR="2.08" GF="0" SJ="3.3" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010603001003" XMMC="实腹钢柱" JLDW="t" GCSL="6.748" ZHDJ="9530.31" HJ="64310.53" GZNR="拼装、安装、探伤、补刷油漆" XMTZ="GZ1钢柱 矩形 Q355B//制作、安装、金属构件运输，运距10km" JSGZ="1.按设计图示尺寸以吨计算。不扣除孔眼的质量，焊条、铆钉、螺栓等不另增加质量，依附在钢柱上的牛腿及悬臂梁等并入钢柱工程量内" RGF="1844.78" CLF="5012.65" SBF="0" JXF="866.6" QGF="524.47" LR="494.91" GF="0" SJ="786.9" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011405001006" XMMC="金属面油漆" JLDW="m2" GCSL="181.51" ZHDJ="42.28" HJ="7674.24" GZNR="基层清理、刮腻子、刷防护材料、油漆" XMTZ="环氧富锌漆底漆两道//氯化橡胶面漆一道//总厚度不小于150um" JSGZ="1.以质量计量的，按设计图示尺寸以吨计算2.以面积计量的，按设计图示的展开面积以平方米计算" RGF="15.39" CLF="17.65" SBF="0" JXF="1.22" QGF="2.33" LR="2.2" GF="0" SJ="3.49" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011407005007" XMMC="金属构件刷防火涂料" JLDW="m2" GCSL="66.24" ZHDJ="112.11" HJ="7426.17" GZNR="基层清理、刷防护材料、刷防火材料" XMTZ="钢柱 2.5h//厚度＞24mm 非膨胀型 导热系数＜0.05" JSGZ="1.以面积计量的，按设计图示的展开面积以平方米计算2.以质量计量的，按设计图示尺寸以吨计算" RGF="35.79" CLF="52.28" SBF="0" JXF="2.79" QGF="6.17" LR="5.82" GF="0" SJ="9.26" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010604001003" XMMC="钢梁" JLDW="t" GCSL="4.059" ZHDJ="8372.51" HJ="33984.02" GZNR="拼装、安装、探伤、补刷油漆" XMTZ="钢梁,H型Q235B//制作、安装、金属构件运输，运距10km" JSGZ="1.按设计图示尺寸以吨计算。不扣除孔眼的质量，焊条、铆钉、螺栓等不另增加质量，制动梁、制动板、制动桁架、车挡并入钢吊车梁工程量内" RGF="1313.2" CLF="4556.45" SBF="0" JXF="916.02" QGF="460.75" LR="434.79" GF="0" SJ="691.3" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011407005008" XMMC="金属构件刷防火涂料" JLDW="m2" GCSL="115.27" ZHDJ="57.49" HJ="6626.87" GZNR="基层清理、刷防护材料、刷防火材料" XMTZ="钢梁 1.5h//膨胀型 厚度＞2.5mm，等效热阻＞0.4" JSGZ="1.以面积计量的，按设计图示的展开面积以平方米计算2.以质量计量的，按设计图示尺寸以吨计算" RGF="25.07" CLF="21.52" SBF="0" JXF="0" QGF="3.16" LR="2.99" GF="0" SJ="4.75" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010605001001" XMMC="钢板楼板" JLDW="m2" GCSL="7.875" ZHDJ="410.02" HJ="3228.91" GZNR="拼装、安装、探伤、补刷油漆" XMTZ="钢筋桁架楼承板 TD3-100；桁架高度 100mm；//底模采用 0.5mm 厚镀锌钢板，屈服强度≥260N/mm²，双面镀锌总量≥120g/㎡；//Φ19栓钉@150，L=100mm//含桁架加工、底板、运输、现场铺设、固定。" JSGZ="1.按设计图示尺寸以铺设水平投影面积计算。不扣除单个面积≤0.3m2柱、垛及孔洞所占面积" RGF="71.22" CLF="238.98" SBF="0" JXF="22.15" QGF="22.54" LR="21.26" GF="0" SJ="33.87" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010505003001" XMMC="平板" JLDW="m3" GCSL="0.945" ZHDJ="453.66" HJ="428.71" GZNR="混凝土制作、运输、浇筑、振捣、养护" XMTZ="C30楼板 120mm" JSGZ="按设计图示尺寸以立方米计算，不扣除单个面积≤0.3m2的柱、垛以及孔洞所占体积，不扣除构件内钢筋、预埋铁件所占体积。型钢混凝土中型钢骨架所占体积按（密度）7850kg/m³扣除 压形钢板混凝土楼板扣除构件内压形钢板所占体积 有梁板(包括主、次梁与板)按梁、板体积之和计算，无梁板按板和柱帽体积之和计算，各类板伸入砌体墙内的板头并入板体积内，薄壳板的肋、基梁并入薄壳体积内计算" RGF="93.13" CLF="263.01" SBF="0" JXF="11.54" QGF="24.96" LR="23.56" GF="0" SJ="37.46" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="010515001007" XMMC="现浇构件钢筋" JLDW="t" GCSL="0.078" ZHDJ="5539.55" HJ="432.08" GZNR="钢筋制作、运输、钢筋安装、焊接（绑扎）" XMTZ="HRB400以内(直径=10mm)" JSGZ="1.按设计图示钢筋(网)长度(面积)乘单位理论质量以吨计算" RGF="1120.74" CLF="3349.45" SBF="0" JXF="19.45" QGF="304.85" LR="287.67" GF="0" SJ="457.39" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="011407005010" XMMC="金属构件刷防火涂料" JLDW="m2" GCSL="7.875" ZHDJ="57.49" HJ="452.73" GZNR="基层清理、刷防护材料、刷防火材料" XMTZ="楼板 1.0h//膨胀型 厚度＞1.5mm" JSGZ="1.以面积计量的，按设计图示的展开面积以平方米计算2.以质量计量的，按设计图示尺寸以吨计算" RGF="25.07" CLF="21.52" SBF="0" JXF="0" QGF="3.16" LR="2.99" GF="0" SJ="4.75" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="040901010001" XMMC="高强螺栓" JLDW="套" GCSL="228" ZHDJ="20.2" HJ="4605.6" GZNR="制作、运输、安装、定位" XMTZ="M22高强螺栓" JSGZ="1.按设计图示尺寸以质量计算2.按设计图示数量计算" RGF="3.43" CLF="3.54" SBF="0" JXF="9.4" QGF="1.11" LR="1.05" GF="0" SJ="1.67" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
            <QDXM XMBM="040901010002" XMMC="高强螺栓" JLDW="套" GCSL="24" ZHDJ="19.55" HJ="469.2" GZNR="制作、运输、安装、定位" XMTZ="M20高强螺栓" JSGZ="1.按设计图示尺寸以质量计算2.按设计图示数量计算" RGF="3.43" CLF="3.01" SBF="0" JXF="9.4" QGF="1.08" LR="1.02" GF="0" SJ="1.61" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
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              <QFTJXM MC="优质工程增加费" NR="不计取" />
              <QFTJXM MC="缩短定额工期措施费" NR="不计取" />
              <QFTJXM MC="采用封闭管理" NR="否" />
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              <QFBZXM MC="单独发包的装饰工程" FL="9.69" XZ="false" />
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              <QFBZXM MC="安装工程" FL="6.79" XZ="true" />
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            <DJCS>
              <QDXM XMBM="011702033001" XMMC="垫层模板" JLDW="m2" GCSL="1.77" ZHDJ="78.03" HJ="138.11" GZNR="模板及支架制作、模板及支架安装、拆除、整理堆放及场内外运输、清理模板粘结物及模内杂物、刷隔离剂等" XMTZ="垫层//3.6m以内" JSGZ="1.按模板与混凝土接触面积以平方米计算" RGF="45.73" CLF="16.66" SBF="0" JXF="0.86" QGF="4.29" LR="4.05" GF="0" SJ="6.44" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
              <QDXM XMBM="011702001001" XMMC="基础模板" JLDW="m2" GCSL="6.44" ZHDJ="63.47" HJ="408.75" GZNR="模板及支架制作、模板及支架安装、拆除、整理堆放及场内外运输、清理模板粘结物及模内杂物、刷隔离剂等" XMTZ="满堂基础" JSGZ="1.按模板与现浇混凝土构件的接触面积以平方米计算" RGF="33.65" CLF="16.97" SBF="0" JXF="0.82" QGF="3.49" LR="3.3" GF="0" SJ="5.24" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
              <QDXM XMBM="011702011001" XMMC="墙模板" JLDW="m2" GCSL="34.88" ZHDJ="74.97" HJ="2614.95" GZNR="模板及支架制作、模板及支架安装、拆除、整理堆放及场内外运输、清理模板粘结物及模内杂物、刷隔离剂等" XMTZ="3.6m以内" JSGZ="1.按模板与现浇混凝土构件的接触面积以平方米计算" RGF="38.34" CLF="21.11" SBF="0" JXF="1.31" QGF="4.13" LR="3.89" GF="0" SJ="6.19" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
              <QDXM XMBM="011701002001" XMMC="外脚手架及垂直封闭安全网" JLDW="m2" GCSL="185.063" ZHDJ="49.48" HJ="9156.92" GZNR="场内、场外材料搬运、搭、拆脚手架、斜道、上料平台、安全网的铺设、拆除脚手架后材料的堆放" XMTZ="20.7m//扣件式钢管外脚手架" JSGZ="1.按所服务对象的垂直投影面积以平方米计算" RGF="25.18" CLF="13.92" SBF="0" JXF="1" QGF="2.72" LR="2.57" GF="0" SJ="4.09" ZJFS="合价方式" ZYXM="false" ZBJSLB="价" RYJJLSJ="20260810160631357" />
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              <QFTJXM MC="项目类别" NR="桩基础工程" />
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              <QFTJXM MC="优质工程增加费" NR="不计取" />
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              <QFBZXM MC="安装工程" FL="6.79" XZ="true" />
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              <QDXM XMBM="" XMMC="" JLDW="" GCSL="0" ZHDJ="0" HJ="0" GZNR="" XMTZ="" JSGZ="" RGF="0" CLF="0" SBF="0" JXF="0" QGF="0" LR="0" GF="0" SJ="0" ZJFS="" ZYXM="false" ZBJSLB="量价" RYJJLSJ="" />
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            <CLXX BH="04270100" JGBM="0000250000000000000100" MC="混凝土内撑条" GG="20mm×25mm" DW="m" SL="15.253" PBYZYCL="false" JGCL="false" SQDJ="0.99" SHDJ="1.12" SQHJ="15.1" SHHJ="17.08" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="35030200" JGBM="0101260600000000000100" MC="扣件" GG="" DW="个.月" SL="60.13" PBYZYCL="false" JGCL="false" SQDJ="0.44" SHDJ="0.5" SQHJ="26.46" SHHJ="30.06" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
            <CLXX BH="03014950" JGBM="0000250000000000000100" MC="拉杆螺栓" GG="" DW="kg" SL="3.028" PBYZYCL="false" JGCL="false" SQDJ="7.96" SHDJ="8.99" SQHJ="24.1" SHHJ="27.22" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="13410030" JGBM="0000250000000000000100" MC="嵌缝料" GG="" DW="kg" SL="3.488" PBYZYCL="false" JGCL="false" SQDJ="4.47" SHDJ="5.05" SQHJ="15.59" SHHJ="17.61" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="17251260" JGBM="0000250000000000000100" MC="硬聚氯乙烯管" GG="Φ15" DW="m" SL="18.302" PBYZYCL="false" JGCL="false" SQDJ="2.18" SHDJ="2.46" SQHJ="39.9" SHHJ="45.02" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="35030090" JGBM="0101260600000000000100" MC="钢管使用费" GG="" DW="t.月" SL="12.185" PBYZYCL="false" JGCL="false" SQDJ="79.65" SHDJ="90" SQHJ="970.5" SHHJ="1096.61" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
            <CLXX BH="35030210" JGBM="0101260600000000000100" MC="扣件、底座使用费" GG="" DW="个.月" SL="1888.753" PBYZYCL="false" JGCL="false" SQDJ="0.44" SHDJ="0.5" SQHJ="831.05" SHHJ="944.38" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
            <CLXX BH="05030210" JGBM="0000250000000000000100" MC="杉木锯材" GG="" DW="m3" SL="0.383" PBYZYCL="false" JGCL="false" SQDJ="1858" SHDJ="2100" SQHJ="711.76" SHHJ="804.47" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="35030320" JGBM="0101260600000000000100" MC="竹脚手板" GG="" DW="m2" SL="8.278" PBYZYCL="false" JGCL="false" SQDJ="4.09" SHDJ="4.62" SQHJ="33.86" SHHJ="38.24" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
            <CLXX BH="49011001" JGBM="" MC="锚杆静压桩" GG="300*300" DW="m" SL="103.5" PBYZYCL="false" JGCL="false" SQDJ="170" SHDJ="192.1" SQHJ="17595" SHHJ="19882.35" JE="0" BL="0" JGLY="未知" />
            <CLXX BH="03130250" JGBM="0000250000000000000100" MC="二氧化碳保护焊丝" GG="" DW="kg" SL="23.625" PBYZYCL="false" JGCL="false" SQDJ="7.1" SHDJ="8.02" SQHJ="167.74" SHHJ="189.47" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="01610250" JGBM="0101260600000000000100" MC="铁件" GG="综合" DW="kg" SL="393.28" PBYZYCL="false" JGCL="false" SQDJ="4.774" SHDJ="5.395" SQHJ="1877.52" SHHJ="2121.75" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
            <CLXX BH="80213585" JGBM="0101260600000000000100" MC="预拌非泵送普通混凝土" GG="C30(42.5) 碎石31.5mm 塌落度120-160mm" DW="m3" SL="1.206" PBYZYCL="false" JGCL="false" SQDJ="346.58" SHDJ="391.64" SQHJ="417.91" SHHJ="472.25" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
            <CLXX BH="05030040" JGBM="0000250000000000000100" MC="松板材" GG="" DW="m3" SL="0.024" PBYZYCL="false" JGCL="false" SQDJ="2106" SHDJ="2380" SQHJ="50.04" SHHJ="56.55" JE="0" BL="0" JGLY="25预算定额基价" />
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            <CLXX BH="04030050" JGBM="0000250000000000000100" MC="石英砂" GG="" DW="m3" SL="4.719" PBYZYCL="false" JGCL="false" SQDJ="305.83" SHDJ="315" SQHJ="1443.29" SHHJ="1486.57" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="03130160" JGBM="0000250000000000000100" MC="低合金实芯焊丝" GG="Φ1.2" DW="kg" SL="229.291" PBYZYCL="false" JGCL="false" SQDJ="8.85" SHDJ="10" SQHJ="2029.23" SHHJ="2292.91" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="03130170" JGBM="0000250000000000000100" MC="低合金药芯焊丝" GG="Φ1.2" DW="kg" SL="233.642" PBYZYCL="false" JGCL="false" SQDJ="10.62" SHDJ="12" SQHJ="2481.28" SHHJ="2803.71" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="14390050" JGBM="0000190000000000000100" MC="二氧化碳气体" GG="" DW="m3" SL="435.97" PBYZYCL="false" JGCL="false" SQDJ="2.05" SHDJ="2.32" SQHJ="893.74" SHHJ="1011.45" JE="0" BL="0" JGLY="19预算定额基价" />
            <CLXX BH="01292250" JGBM="0101260600000000000100" MC="钢板（Q355）" GG="δ14-20" DW="t" SL="7.288" PBYZYCL="false" JGCL="false" SQDJ="3581.96" SHDJ="4047.62" SQHJ="26104.75" SHHJ="29498.41" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
            <CLXX BH="03211660" JGBM="0000250000000000000100" MC="金属结构铁件" GG="" DW="kg" SL="75.649" PBYZYCL="false" JGCL="false" SQDJ="6.11" SHDJ="6.9" SQHJ="462.22" SHHJ="521.98" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="14390070" JGBM="0000190000000000000100" MC="可燃气体(丙烷)" GG="" DW="kg" SL="96.535" PBYZYCL="false" JGCL="false" SQDJ="2.88" SHDJ="3.26" SQHJ="278.02" SHHJ="314.7" JE="0" BL="0" JGLY="19预算定额基价" />
            <CLXX BH="03130700" JGBM="0000250000000000000100" MC="埋弧焊剂" GG="" DW="kg" SL="193.069" PBYZYCL="false" JGCL="false" SQDJ="3.91" SHDJ="4.42" SQHJ="754.9" SHHJ="853.37" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="14390180" JGBM="0000190000000000000100" MC="氧气" GG="" DW="m3" SL="193.069" PBYZYCL="false" JGCL="false" SQDJ="4.01" SHDJ="4.53" SQHJ="774.21" SHHJ="874.6" JE="0" BL="0" JGLY="19预算定额基价" />
            <CLXX BH="03210180" JGBM="0000250000000000000100" MC="垫铁" GG="" DW="kg" SL="197.905" PBYZYCL="false" JGCL="false" SQDJ="4.82" SHDJ="5.45" SQHJ="953.9" SHHJ="1078.58" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="14350970" JGBM="0000250000000000000100" MC="环氧富锌漆稀释剂" GG="" DW="kg" SL="10.403" PBYZYCL="false" JGCL="false" SQDJ="11.31" SHDJ="12.78" SQHJ="117.65" SHHJ="132.94" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="13030600" JGBM="0000250000000000000100" MC="环氧富锌底漆(封闭漆)" GG="" DW="kg" SL="11.455" PBYZYCL="false" JGCL="false" SQDJ="24.28" SHDJ="27.44" SQHJ="278.14" SHHJ="314.34" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="03014970" JGBM="0000250000000000000100" MC="六角螺栓" GG="" DW="kg" SL="30.546" PBYZYCL="false" JGCL="false" SQDJ="6.14" SHDJ="6.94" SQHJ="187.55" SHHJ="211.99" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="13050075" JGBM="" MC="环氧富锌防锈漆" GG="锌含量60%" DW="L" SL="38.117" PBYZYCL="false" JGCL="false" SQDJ="70.13" SHDJ="79.25" SQHJ="2673.15" SHHJ="3020.78" JE="0" BL="0" JGLY="未知" />
            <CLXX BH="14070240" JGBM="0000250000000000000100" MC="清油" GG="" DW="kg" SL="1.289" PBYZYCL="false" JGCL="false" SQDJ="14" SHDJ="15.82" SQHJ="18.04" SHHJ="20.39" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="14050060" JGBM="0000250000000000000100" MC="油漆溶剂油" GG="" DW="kg" SL="30.577" PBYZYCL="false" JGCL="false" SQDJ="7.26" SHDJ="8.2" SQHJ="221.99" SHHJ="250.73" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="14350030" JGBM="0000250000000000000100" MC="催干剂" GG="" DW="kg" SL="52.992" PBYZYCL="false" JGCL="false" SQDJ="3.56" SHDJ="4.02" SQHJ="188.65" SHHJ="213.03" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="13050160" JGBM="0000176002000000000100" MC="钢结构厚型防火涂料" GG="" DW="kg" SL="1092.96" PBYZYCL="false" JGCL="false" SQDJ="2.14" SHDJ="2.5" SQHJ="2338.93" SHHJ="2732.4" JE="0" BL="0" JGLY="17预算定额基价（2017年58号文）" />
            <CLXX BH="03210400" JGBM="0000250000000000000100" MC="钢丝网" GG="0.3" DW="m2" SL="69.552" PBYZYCL="false" JGCL="false" SQDJ="7.08" SHDJ="8" SQHJ="492.43" SHHJ="556.42" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="01290430" JGBM="0101260600000000000100" MC="钢板（Q235）" GG="δ8" DW="t" SL="4.384" PBYZYCL="false" JGCL="false" SQDJ="3581.96" SHDJ="4047.62" SQHJ="15702.31" SHHJ="17743.63" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
            <CLXX BH="33010350" JGBM="0000170000000000000000" MC="钢梁" GG="" DW="t" SL="4.059" PBYZYCL="false" JGCL="false" SQDJ="0" SHDJ="0" SQHJ="0" SHHJ="0" JE="0" BL="0" JGLY="17基价" />
            <CLXX BH="13050140" JGBM="0101180800000000000100" MC="钢结构超薄型防火涂料" GG="" DW="kg" SL="168.709" PBYZYCL="false" JGCL="false" SQDJ="14.6" SHDJ="16.94" SQHJ="2463.15" SHHJ="2857.92" JE="0" BL="0" JGLY="2018年8月 福州建筑工程信息" />
            <CLXX BH="35010060" JGBM="0000250000000000000100" MC="钢筋桁架模板" GG="" DW="m2" SL="8.348" PBYZYCL="false" JGCL="false" SQDJ="207.96" SHDJ="235" SQHJ="1735.95" SHHJ="1961.66" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="01291350" JGBM="0000250000000000000100" MC="镀锌钢板" GG="δ0.5" DW="m2" SL="0.689" PBYZYCL="false" JGCL="false" SQDJ="16.73" SHDJ="18.91" SQHJ="11.53" SHHJ="13.03" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="03010390" JGBM="0000250000000000000100" MC="栓钉" GG="含磁环" DW="套" SL="66.255" PBYZYCL="false" JGCL="false" SQDJ="1.85" SHDJ="2.09" SQHJ="122.57" SHHJ="138.47" JE="0" BL="0" JGLY="25预算定额基价" />
            <CLXX BH="80210845" JGBM="0000170000000000000000" MC="现拌普通混凝土" GG="C30(42.5) 碎石31.5mm 塌落度30-50mm" DW="m3" SL="0.954" PBYZYCL="false" JGCL="false" SQDJ="256.209" SHDJ="0" SQHJ="244.54" SHHJ="0" JE="0" BL="0" JGLY="自动汇总" />
            <CLXX BH="01010600" JGBM="0101260600000000000100" MC="线材" GG="HRB400EΦ10" DW="t" SL="0.08" PBYZYCL="false" JGCL="false" SQDJ="3207.12" SHDJ="3624.05" SQHJ="255.16" SHHJ="288.33" JE="0" BL="0" JGLY="2026年6月 福州建筑工程信息" />
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            <JXXX BH="99430180" JGBM="0001194000000000000101" MC="电动空气压缩机" GG="排气量1m3/min" DW="台班" SL="1.748" SQDJ="47.139" SHDJ="55.23" SQHJ="82.38" SHHJ="96.52" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99070610" JGBM="0001194000000000000102" MC="自卸汽车" GG="装载质量4t" DW="台班" SL="1.422" SQDJ="636.909" SHDJ="501.88" SQHJ="905.65" SHHJ="713.65" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99130290" JGBM="0001194000000000000101" MC="电动夯实机" GG="夯击能力250N.m" DW="台班" SL="0.015" SQDJ="24.638" SHDJ="28.96" SQHJ="0.37" SHHJ="0.44" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99050210" JGBM="0001194000000000000101" MC="灰浆搅拌机" GG="拌筒容量200L" DW="台班" SL="0.167" SQDJ="166.768" SHDJ="139.88" SQHJ="27.88" SHHJ="23.39" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99130610" JGBM="0001194000000000000101" MC="混凝土路面锯缝机" GG="不含刀片" DW="台班" SL="0.256" SQDJ="22.675" SHDJ="26.95" SQHJ="5.8" SHHJ="6.9" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99450550" JGBM="0000170000000000000000" MC="其他机械费" GG="" DW="元" SL="418.56" SQDJ="1" SHDJ="1" SQHJ="418.56" SHHJ="418.56" JGLY="17基价" />
            <JXXX BH="99230110" JGBM="0000170000000000000100" MC="电动打磨机" GG="" DW="台班" SL="0.248" SQDJ="12.67" SHDJ="13.77" SQHJ="3.14" SHHJ="3.41" JGLY="17基价" />
            <JXXX BH="99190800" JGBM="0001194000000000000101" MC="管子切断机" GG="Φ150" DW="台班" SL="0.44" SQDJ="31.356" SHDJ="36.98" SQHJ="13.8" SHHJ="16.27" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99250210" JGBM="0001194000000000000101" MC="氩弧焊机" GG="电流500A" DW="台班" SL="0.248" SQDJ="87.452" SHDJ="103.09" SQHJ="21.64" SHHJ="25.51" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99450720" JGBM="0000170000000000000100" MC="电动吸盘" GG="" DW="台班" SL="28.224" SQDJ="135.98" SHDJ="147.8" SQHJ="3837.9" SHHJ="4171.51" JGLY="17基价" />
            <JXXX BH="99250020" JGBM="0001194000000000000101" MC="交流弧焊机" GG="容量32kVA" DW="台班" SL="4.314" SQDJ="79.463" SHDJ="93.95" SQHJ="342.8" SHHJ="405.29" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99090310" JGBM="0001194000000000000102" MC="汽车式起重机" GG="提升质量8t" DW="台班" SL="10.912" SQDJ="862.71" SHDJ="691.32" SQHJ="9413.8" SHHJ="7543.61" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99130280" JGBM="0000170000000000000100" MC="电动夯实机" GG="夯击能力20～62N.m" DW="台班" SL="2.386" SQDJ="27.16" SHDJ="29.52" SQHJ="64.81" SHHJ="70.44" JGLY="17基价" />
            <JXXX BH="99050880" JGBM="0001194000000000000101" MC="混凝土抹平机" GG="功率 5.5kW" DW="台班" SL="0.033" SQDJ="21.786" SHDJ="25.68" SQHJ="0.71" SHHJ="0.84" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99170010" JGBM="0000170000000000000100" MC="钢筋调直机" GG="直径40mm" DW="台班" SL="0.022" SQDJ="28.86" SHDJ="31.37" SQHJ="0.62" SHHJ="0.68" JGLY="17基价" />
            <JXXX BH="99170020" JGBM="0001194000000000000101" MC="钢筋切断机" GG="直径40mm" DW="台班" SL="0.066" SQDJ="38.824" SHDJ="45.79" SQHJ="2.58" SHHJ="3.04" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99170040" JGBM="0001194000000000000101" MC="钢筋弯曲机" GG="直径40mm" DW="台班" SL="0.157" SQDJ="23.829" SHDJ="27.91" SQHJ="3.75" SHHJ="4.39" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99450790" JGBM="0001194000000000000101" MC="电焊条烘干箱" GG="容积450×350×450" DW="台班" SL="0.026" SQDJ="15.83" SHDJ="18.46" SQHJ="0.41" SHHJ="0.48" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
            <JXXX BH="99250150" JGBM="0001194000000000000101" MC="对焊机" GG="容量75kVA" DW="台班" SL="0.063" SQDJ="102.38" SHDJ="121.23" SQHJ="6.49" SHHJ="7.68" JGLY="闽建筑[2022]1号文关于福建省机械台班费用定额" />
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    <ZYGCZB MC="建筑工程" ZJ="355495" ZBSZ="0">
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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        <ZBFLLB XMMC="酒店门锁" JE="0">
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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          <ZZJBL ZBSZ="0" />
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        <GLJZBXM MC="" DW="" SL="0" DJ="0" />
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