﻿<?xml version="1.0" encoding="utf-8"?>
<JingJiBiao Xmbh="HJAGC2025G" Xmmc="新安江流域(率水河率水大桥、横江高速桥、丰乐河北干渠)入河排口污染物削减工程(一阶段)" Version="黄山2.0" Jsfs="一般计税" Jsdw="黄山水务控股集团有限公司" Zjzmj="0" Zhgddj="基本级">
  <ZhaoBiaoXx Zbr="黄山水务控股集团有限公司" Zxr="黄山市城乡公共资源交易有限公司" ZbrDb="吴玮" ZxrDb="焦正" Bzr="吴蕾" Fhr="杨洁瑞" BzRq="2026-06-15" FhRq="2026-06-15" />
  <Dxgcxx Dxgcmc="中心城区一水厂" Dxgcbh="1" Je="0" Bkjzf="0" Aqwmf="0" Zgj="0" Jzmj="0" Aqsczrbxf="0">
    <Dwgcxx Dwgcbh="2" Dwgcmc="中心城区一水厂-污泥浓缩池及污泥平衡池  市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F93C004D70F1E5F53" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101001001" Mc="平整场地" Xmtz="1.土壤类别：详见地质勘察报告、图纸说明及现场实际情况" Gcnr="" Jsgz="按建筑物首层建筑面积，以面积计算" Dw="m2" Sl="178.75" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="499.04" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="118.03" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="040103002001" Mc="机械运土方" Xmtz="1.土壤类别：现场开挖的土方，具体详见地质勘查报告&#xA;2.运距：现场开挖的土方，外运弃置，运距自定" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="381.01" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="010201001001" Mc="换填垫层" Xmtz="1.材料种类及配比：土夹石(其中碎石、卵石占全重的40%)&#xA;2.压实系数：压实系数≥0.97,符合设计规范要求&#xA;3.备注：分层均匀换填,分层厚度300mm，" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="160.32" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="010201001002" Mc="换填垫层" Xmtz="1.材料种类及配比：C20商品砼&#xA;2.压实系数：符合设计规范要求&#xA;3.备注：污泥浓缩池池底垫层下位置，具体深度见图纸设计。" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="90.54" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="水处理构筑物（钢筋混凝土工程）" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="7" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="40.16" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="040303002001" Mc="钢梯基础" Xmtz="1.混凝土强度等级：1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="0.41" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池池底" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="22.92" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="040601006002" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥平衡池、阀门井池底、集水坑等。" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="29.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="040601007001" Mc="现浇混凝土池壁（隔墙）" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="24.26" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="040601007002" Mc="现浇混凝土池壁（隔墙）" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥平衡池、阀门井等。" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="43.94" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="040601014001" Mc="混凝土导流壁、筒" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池导流渠及集水坑" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="9.89" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="040601008001" Mc="现浇混凝土池柱" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="5.67" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="040601009001" Mc="现浇混凝土池梁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.79" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="040601011001" Mc="现浇混凝土板" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.备注：含污泥浓缩池走道板、污泥平衡池板" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="8.35" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="010515001001" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：直径≤φ10内，HPB300" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.075" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ8，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.417" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ10，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="1.699" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ12，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="8.571" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="WB040601031004" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ14，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="6.169" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="WB040601031005" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ16，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.227" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="WB040601031006" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ18，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.135" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="WB040601031007" Mc="止水螺栓" Xmtz="1.部位：混凝土池壁&#xD;&#xA;2.种类：穿墙止水螺栓&#xD;&#xA;3.备注：做法及规格详见图纸说明。" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="1.357" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="040601028001" Mc="柔性防水" Xmtz="1.材料品种、规格：水池壁板、梁及底板迎水面刷DPS水基渗透无机防水剂两遍&#xA;2.备注：具体做法参照《水基渗透型&#xA;无机防水剂防水构造》皖2011J218图集水池防水构造做法执行。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="379.78" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="040601029001" Mc="沉降（施工）缝" Xmtz="1．材料品种：-400*3钢板止水带" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m" Sl="63.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="040601030001" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：污泥浓缩池及污泥平衡池" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="119.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="040601030002" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：阀门井" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="9.19" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="040303002002" Mc="混凝土二次浇筑" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="3.23" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="WB040501023001" Mc="非定型混凝土管道基础" Xmtz="1.基础材质及厚度：预埋钢管环包150mm&#xA;2.商品混凝土强度等级：C25素砼" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.42" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="WB011101007001" Mc="二次找坡" Xmtz="1.找平层厚度、混凝土强度等级：细石混凝土二次找坡" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="22.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="WB041111006001" Mc="砖砌支墩" Xmtz="1.砖品种、规格、强度：Mu20砼标准砖&#xA;2.砂浆强度级：Ms10水泥砂浆(预拌砂浆)" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.31" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="011201001001" Mc="一般抹灰" Xmtz="1.找平层厚度、砂浆配合比：10厚1:2水泥砂浆抹面" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="7.47" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="WB040303054001" Mc="预埋钢板" Xmtz="1.材料种类：预埋钢板&#xA;2.材料规格：300x200x15" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.028" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="011102001001" Mc="石材楼地面" Xmtz="1、面层材料品种、规格、颜色：20厚火烧板面石材板,水泥浆擦缝&#xA;2、结合层厚度、砂浆配合比或粘接剂种类：30mm厚1:3干硬性水泥砂浆结合层,表面撒水泥粉&#xA;3.基层处理：现浇钢筋混凝土楼板、水.泥浆一道(内掺建筑胶)&#xA;4.部位：露天的各池体顶板、走道板、混凝土起吊架、室外楼梯等，详见图纸设计及说明。" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="34.66" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="其他项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="36" Qdbm="010606008001" Mc="钢梯" Xmtz="1.钢梯形式：楼梯做法T1A10a-3.0余同，详国15J401-1/A4" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="1.242" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="010606008002" Mc="钢梯" Xmtz="1.钢梯形式：楼梯做法T1A08a-1.800&#xA;污泥平衡池详国15J401-1/A4。" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="0.262" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="38" Qdbm="WB040307017001" Mc="不锈钢栏杆安装" Xmtz="1.部位：走道、平台栏杆，H=1200mm&#xA;2.栏杆材料种类、规格、品牌：详细做法详22J403-1-(B5/2-9)&#xA;3.固定配件种类：详细做法详22J403-1-(B5/2-9)" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="68.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板,&#xA;2.备注：按展开面积计算" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="15.47" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="措施项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="40" Qdbm="011701002001" Mc="外脚手架" Xmtz="1.搭设方式：符合图纸设计和规范要求&#xA;2.搭设高度：详见图纸设计&#xA;3.脚手架材质：插型盘扣式钢管" Gcnr="" Jsgz="按外墙中心线乘以高度的垂直投影面积计算" Dw="m2" Sl="435.35" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="41" Qdbm="WB040303028001" Mc="基础模板" Xmtz="1.基础类型：筏板、集水坑、垫层、设备基础、二次浇筑模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="65.16" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="041102034001" Mc="现浇混凝土池底模板" Xmtz="1.基础类型：池底模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="82.79" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="041102035001" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：5.0m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="182.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="041102035002" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：4.5m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="228.77" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="041102035003" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：1.7m" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="71.41" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="WB041102043001" Mc="其他现浇构件模板（现浇混凝土池柱）" Xmtz="1.构件类型：现浇混凝土暗柱&#xA;2.支模高度：5.0m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="18.54" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="WB041102044001" Mc="其他现浇构件模板（现浇混凝土池梁）" Xmtz="1.构件类型：现浇混凝土梁&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="32.73" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="48" Qdbm="WB041102045001" Mc="其他现浇构件模板（现浇混凝土板）" Xmtz="1.构件类型：现浇混凝土板&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="38.82" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="49" Qdbm="WB041102047001" Mc="其他现浇构件模板（导流墙、筒）" Xmtz="1.构件类型：现浇混凝土  导流渠" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="37.30" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="50" Qdbm="WB041107003001" Mc="施工排水" Xmtz="1.排水方式：施工单位综合施工现场实际及时间综合考虑排水方式，中标后不予调整。" Gcnr="" Jsgz="1.按排水体积以立方米计算2.按地质报告说明的地下水位以下的需排水的沟槽、基坑的体积以立方米计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="1" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="2" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="3" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="4" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="5" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="6" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="7" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="8" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="9" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="10" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="11" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="1000000" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje>
    <ZljeMx Xh="1" Mc="暂列金额" Dw="项" Zdje="1000000" Bz="" />
  </Zlje>
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="3" Dwgcmc="中心城区一水厂-排泥泵池及现状排泥、排水塘改造  市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F93C004D70F1E5F53" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="A土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="63.08" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040101005001" Mc="挖淤泥、流砂" Xmtz="1.挖掘深度：排泥塘底部淤泥清除，淤泥平均厚度0.2m，排泥塘挖深0.7m，&#xA;2.备注：暂定量，清除至业主指定位置," Gcnr="" Jsgz="按设计图示位置、界限以体积计算" Dw="m3" Sl="247.10" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040101005002" Mc="挖淤泥、流砂" Xmtz="1.挖掘深度：排水塘底部淤泥清除，淤泥平均厚度0.6m&#xA;2.备注：暂定量，清除至业主指定位置," Gcnr="" Jsgz="按设计图示位置、界限以体积计算" Dw="m3" Sl="160.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="WB010101012001" Mc="人力车淤泥、流砂" Xmtz="1.运距：运距100m" Gcnr="" Jsgz="按需运输土方，以天然密实体积计算" Dw="m3" Sl="407.10" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="010201001001" Mc="换填垫层" Xmtz="1.材料种类及配比：土夹石(其中碎石、卵石占全重的40%)&#xA;2.压实系数：压实系数≥0.97,符合设计规范要求&#xA;3.备注：分层均匀换填,分层厚度300mm，" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="7.87" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="16.87" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="040103002001" Mc="机械运土方" Xmtz="1.土壤类别：现场开挖的土方，具体详见地质勘查报告&#xA;2.运距：现场开挖的土方，外运弃置，运距自定" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="46.21" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="护坡、护底" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="8" Qdbm="WB050101024001" Mc="土工布过滤层" Xmtz="1.土工布种类、规格：土工布250g/m2" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="600.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="WB040303047001" Mc="碎石垫层" Xmtz="1.材料规格：碎石垫层100厚(粒径10-20mm)" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="60.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="040303002001" Mc="混凝土护底" Xmtz="1.混凝土强度等级：C20毛石混凝土400mm厚  (泵送)" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="88.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="040309009001" Mc="排（泄）水管" Xmtz="1.材料品种：￠75PVC排水管&#xA;梅花形布置@2000" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="个" Sl="110" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="490513007001" Mc="混凝土压顶" Xmtz="1.混凝土强度等级：C20砼压顶（泵送）" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="19.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="WB041111007001" Mc="护坡、台阶" Xmtz="1.材料品种：C20连锁式预制块&#xA;2.厚度：120厚" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="45.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="水处理构筑物（钢筋混凝土工程）" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="14" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="1.88" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="5.76" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="040601007001" Mc="现浇混凝土池壁（翼墙）" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="7.66" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="040601011001" Mc="现浇混凝土板" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ8，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.034" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ10，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.072" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ12，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="1.532" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="WB040601031004" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ14，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.096" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="WB040601031005" Mc="止水螺栓" Xmtz="1.部位：混凝土池壁&#xD;&#xA;2.种类：穿墙止水螺栓&#xD;&#xA;3.备注：做法及规格详见图纸说明。" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.139" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="040601028001" Mc="柔性防水" Xmtz="1.材料品种、规格：水池壁板、梁及底板迎水面刷DPS水基渗透无机防水剂两遍&#xA;2.备注：具体做法参照《水基渗透型&#xA;无机防水剂防水构造》皖2011J218图集水池防水构造做法执行。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="20.98" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="040601029001" Mc="沉降（施工）缝" Xmtz="1．材料品种：-400*3钢板止水带" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m" Sl="9.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="040601030001" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：排泥泵池" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="12.22" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="040303002002" Mc="混凝土二次浇筑" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="0.32" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="WB041111006001" Mc="砖砌支墩" Xmtz="1.砖品种、规格、强度：Mu20砼标准砖&#xA;2.砂浆强度级：Ms10水泥砂浆(预拌砂浆)" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="2.99" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="011201001001" Mc="一般抹灰" Xmtz="1.找平层厚度、砂浆配合比：10厚1:2水泥砂浆抹面" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="26.89" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="其他项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="29" Qdbm="010606008001" Mc="钢梯" Xmtz="1.钢梯形式：楼梯做法T1A10a-3.0余同，详国15J401-1/A4" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="0.414" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="WB040307017001" Mc="不锈钢栏杆安装" Xmtz="1.部位：走道、平台栏杆，H=1200mm&#xA;2.栏杆材料种类、规格、品牌：详细做法详22J403-1-(B5/2-9)&#xA;3.固定配件种类：详细做法详22J403-1-(B5/2-9)" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="28.61" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板,&#xA;2.备注：按展开面积计算" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="8.68" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="5" Mc="措施项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="32" Qdbm="WB040303028001" Mc="基础模板" Xmtz="1.基础类型：筏板、集水坑、垫层、设备基础、二次浇筑模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="9.51" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="041102035001" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：3.85m" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="17.91" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="041102035002" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：1.5m" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="39.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="WB041102045001" Mc="其他现浇构件模板（现浇混凝土板）" Xmtz="1.构件类型：现浇混凝土  板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="1.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="WB041107003001" Mc="施工排水" Xmtz="1.排水方式：施工单位综合施工现场实际及时间综合考虑排水方式，中标后不予调整。" Gcnr="" Jsgz="1.按排水体积以立方米计算2.按地质报告说明的地下水位以下的需排水的沟槽、基坑的体积以立方米计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="011705001001" Mc="大型机械设备进出场及安拆" Xmtz="1.机械设备名称:一水厂所需挖掘机设备等进出场及安拆费&#xA;2.备注:根据施工方案及现场实际情况，投标单位综合考虑" Gcnr="" Jsgz="按使用机械设备的数量计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="1" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="2" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="3" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="4" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="5" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="6" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="7" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="8" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="9" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="10" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="11" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="4" Dwgcmc="中心城区一水厂工艺系统 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F34DEC8F3EFAE757A" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="厂区综合管线" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101003001" Mc="挖沟槽土方" Xmtz="1.土壤类别：按现场综合考虑&#xA;2.挖土深度：1.5m 以内，含人工清底" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="146.88" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="010103001001" Mc="回填方" Xmtz="1.密实度要求：0.96上&#xA;2.填方材料品种：沟槽开挖土方" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="119.88" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="030801001001" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="150.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="030801001002" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="6.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="030801001003" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN400&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="30.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="030801001004" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管&#xA;2.规格：DN600&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="030804001001" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×22.5°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="030804001002" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×30°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="030804001003" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="030804001004" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×60°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="030804001005" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="030804001006" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN400×22.5°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="030804001007" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN400×30°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="030804001008" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN400×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="030804001009" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="030807003001" Mc="低压法兰阀门" Xmtz="1.名称：不锈钢闸门&#xA;2.型号、规格：φ600,双向受压,法兰式安装,孔中心距操作面1.9m&#xA;3.焊接方法：检查井内安装,配套启闭机、轴导架、预埋件等所有&#xA;附件&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="030807003002" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN65,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="030807003003" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="030807003004" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="030810002001" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="030810002002" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN600,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="030810002003" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制盲板Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="031001007001" Mc="复合管" Xmtz="1.安装部位：给水复合钢管&#xA;2.规格、压力等级：DN65" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="12.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="031001011001" Mc="管道碰头" Xmtz="1.名称：现状给水管开口增设支管&#xA;2.碰头形式：DN150×DN65&#xA;3.材质、规格：球墨铸铁&#xA;4.连接形式：现状管开口,附夹板三通1只及相关附件" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="处" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="031002003001" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="031002003002" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN400&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="031002003003" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN600&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="031201001001" Mc="管道刷油" Xmtz="1.名称：管道内防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：底漆一道+底漆一道+面漆一道+面漆一道,两道底漆干膜厚度大于100μm,两道面漆干膜厚度大于120μm,总干膜厚度大于220μm" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="155.43" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="031201001002" Mc="管道刷油" Xmtz="1.名称：管道外防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：采用二布四油喷涂,即底漆一道+布一道+面漆一道+布一道+面漆二道,其中布为10×10脱脂玻璃纤维布,要求固化后漆膜总厚度不小于420μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="135.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="040103002001" Mc="余方弃置" Xmtz="1.废弃料品种：沟槽开挖剩余土方" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="29.70" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="040504001001" Mc="砌筑检查井" Xmtz="1.垫层、基础材质及厚度：地面操作立式闸阀井&#xA;2.勾缝、抹面要求：φ1200(DN65-DN150)&#xA;3.混凝土强度等级：详见07MS101-2" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="040504002001" Mc="混凝土检查井" Xmtz="1.垫层、基础材质及厚度：流量计井&#xA;2.混凝土强度等级：1400×1400(DN150)&#xA;3.井盖、井圈材质及规格：井体做法参见07MS101-2" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="040504002002" Mc="取水集水井池壁开口接管" Xmtz="1.名称：取水集水井池壁开口接管&#xA;2.工作内容：开孔直径250,管道就位后细石混凝土填实&#xA;3.备注：DN150,钢砼池壁厚800mm" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="040504002003" Mc="现状排水检查井改造(增设支管)" Xmtz="1.名称：现状排水检查井改造(增设支管)&#xA;2.工作内容：φ1000,增设接入DN150/DN200支管" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="040503001001" Mc="管道支墩（挡墩）" Xmtz="1.混凝土强度等级：混凝土支墩 C20,含模板" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="1.14" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="WB040501021001" Mc="管道垫层" Xmtz="1.垫层材质：砂垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="28.56" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="WB040504010001" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排水检查井&#xA;2.混凝土强度等级：1500×1100&#xA;3.勾缝、抹面要求：详见12S522,&#xA;4.备注：含现状阀门井拆除" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="38" Qdbm="WB040504010002" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排水检查井(交汇井)&#xA;2.混凝土强度等级：1800×1800,与DN400排泥钢管交汇&#xA;3.勾缝、抹面要求：详见12S522&#xA;4.备注：含现状阀门井拆除" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="ZB010100100001" Mc="现状排水管线废除(封堵)" Xmtz="DN600共6m,中间填土,两端C25封堵各0.5m" Gcnr="" Jsgz="" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="40" Qdbm="ZB010100100002" Mc="现状管线保护[一水厂]" Xmtz="施工前应对场地内现状地下各类管线进行探查,尽量避让;对于交叉或临近管线,施工期间应采取适当的保护措施;对于平面及竖向管位冲突且无法避让的管线,在征得建设单位同意的情况下就近迁改。" Gcnr="" Jsgz="" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="现状排泥塘改造" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="41" Qdbm="030801001005" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN100&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="030801001006" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="030804001010" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN100×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="030804001011" Mc="低压碳钢管件" Xmtz="1.材质：异径管 Q235B&#xA;2.规格：DN100×DN50&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="030804001012" Mc="低压碳钢管件" Xmtz="1.材质：异径管 Q235B&#xA;2.规格：DN150×DN100&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="030804001013" Mc="低压碳钢管件" Xmtz="1.材质：三通 Q235B&#xA;2.规格：DN150×DN100&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="030807003005" Mc="低压法兰阀门" Xmtz="1.名称：手动蝶阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：阀杆接高至井顶0.80m&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="48" Qdbm="030807003006" Mc="低压法兰阀门" Xmtz="1.名称：微阻缓闭止回阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="49" Qdbm="030807003007" Mc="低压法兰阀门" Xmtz="1.名称：双法传力伸缩接头&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="50" Qdbm="030810002004" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN50,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="51" Qdbm="030810002005" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN100,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="52" Qdbm="031001006001" Mc="塑料管" Xmtz="1.规格、压力等级：PVC-U管 De110&#xA;2.备注：阀门井排水预埋" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="53" Qdbm="031002001001" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="4.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="54" Qdbm="031002003004" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN100&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="55" Qdbm="031201001003" Mc="管道刷油" Xmtz="1.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;2.油漆品种：两底两面喷涂,即底漆二道+面漆二道,要求固化后漆膜总厚度不小于160μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="4.72" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="56" Qdbm="031201003001" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="4.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="57" Qdbm="490508009001" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="58" Qdbm="WB031006002001" Mc="民用潜水排污泵安装" Xmtz="1.名称：潜水排污泵&#xA;2.规格：Q=12m3/h,H=15m,N=1.5kW&#xA;3.备注：一般工况下1用1备,最大排泥量超量排泥时2台均开启,变频调速运行,固定自耦式安装" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="59" Qdbm="WB040602054001" Mc="推进器" Xmtz="1.类型：浮筒式潜水搅拌器&#xA;2.规格、型号：叶轮直径400mm,电机功率N=4.0kW&#xA;3.参数：推流方向可调,配套浮筒、缆绳、固定桩等安装需要的所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="污泥浓缩池" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="60" Qdbm="030801001007" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN100&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="61" Qdbm="030801001008" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="16.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="62" Qdbm="030801001009" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="7.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="63" Qdbm="030804001014" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN100×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="64" Qdbm="030804001015" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN100×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="65" Qdbm="030804001016" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×60°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="66" Qdbm="030804001017" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="67" Qdbm="030804001018" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="68" Qdbm="030804001019" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="69" Qdbm="030804001020" Mc="低压碳钢管件" Xmtz="1.材质：排气三通 Q235B&#xA;2.规格：DN150×DN65&#xA;3.连接方式：焊接" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="70" Qdbm="030807003008" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：阀杆接高至井顶0.80m&#xA;4.其他：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="71" Qdbm="030807003009" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="72" Qdbm="030807003010" Mc="低压法兰阀门" Xmtz="1.名称：双法传力伸缩接头&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="73" Qdbm="030807003011" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="74" Qdbm="030807004001" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动闸阀（含阀门现场控制箱）&#xA;2.材质：IP68防水&#xA;3.型号、规格：DN100&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="75" Qdbm="030807004002" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动闸阀（含阀门现场控制箱）&#xA;2.材质：IP68防水&#xA;3.型号、规格：DN150&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="76" Qdbm="030810002006" Mc="低压碳钢焊接法兰" Xmtz="1.材质：Q235B&#xA;2.结构形式：钢制法兰&#xA;3.型号、规格：DN100,PN10&#xA;4.连接形式、焊接方法：焊接" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="77" Qdbm="030810002007" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="78" Qdbm="030810002008" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制盲板Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="79" Qdbm="030901010001" Mc="室内消火栓" Xmtz="1.安装方式：挂壁明装&#xA;2.型号、规格：SN65,单栓单出口室内消火栓&#xA;3.附件材质、规格：参见15S202,附所需安装部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="80" Qdbm="031001001001" Mc="镀锌钢管" Xmtz="1.安装部位：室外&#xA;2.介质：冲洗水&#xA;3.规格、压力等级：镀锌钢管 DN65&#xA;4.连接形式：螺纹连接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="15.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="81" Qdbm="031002001002" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="9.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="82" Qdbm="031002003005" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN100&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="83" Qdbm="031002003006" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="7" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="84" Qdbm="031002003007" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN200&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="85" Qdbm="031201003002" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="9.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="86" Qdbm="040602007001" Mc="刮泥机" Xmtz="1.类型：NZS型中心传动浓缩机&#xA;2.规格、型号：池径D=6m,池边水深4.5m,功率N=0.55kW&#xA;3.参数：配套稳流筒、钢制工作桥及相关预埋件等所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="87" Qdbm="040602039001" Mc="堰板" Xmtz="1.材料品种：可调式出水堰板&#xA;2.厚度：厚度δ=4mm&#xA;3.备注：分块制作,配套不锈钢螺栓、螺母、垫片等安装部件" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="3.74" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="88" Qdbm="490508009002" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="污泥平衡池" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="89" Qdbm="030801001010" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="90" Qdbm="030804001021" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="6" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="91" Qdbm="030804001022" Mc="低压碳钢管件" Xmtz="1.材质：异径管 Q235B&#xA;2.规格：DN150×DN100&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="92" Qdbm="030804001023" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="93" Qdbm="030807003012" Mc="低压法兰阀门" Xmtz="1.名称：微阻缓闭止回阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="94" Qdbm="030807003013" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="95" Qdbm="030807003014" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.其他：阀杆接高至井顶0.80m&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="96" Qdbm="030807003015" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="97" Qdbm="030810002009" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN100,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="98" Qdbm="030810002010" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="16.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="99" Qdbm="030810002011" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制盲板Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="100" Qdbm="031002001003" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="4.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="101" Qdbm="031002003008" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="10" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="102" Qdbm="031201001004" Mc="管道刷油" Xmtz="1.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;2.油漆品种：两底两面喷涂,即底漆二道+面漆二道,要求固化后漆膜总厚度不小于160μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="4.49" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="103" Qdbm="031201003003" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="4.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="104" Qdbm="490508009003" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="5.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="105" Qdbm="WB031006002002" Mc="民用潜水排污泵安装" Xmtz="1.名称：潜水排污泵&#xA;2.规格：Q=110m3/h,H=10m,N=5.5kW&#xA;3.备注：一般工况下1用1备,最大排泥量超量排泥时2台均开启,变频调速运行,固定自耦式安装" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="106" Qdbm="WB040602054002" Mc="推进器" Xmtz="1.类型：潜水搅拌器&#xA;2.材质：SUS304&#xA;3.规格、型号：叶轮直径300mm,电机功率N=3.0kW&#xA;4.参数：配套起吊装置等所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="5" Dwgcmc="中心城区一水厂电控系统 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F4BA84D038E19FF43" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="强电" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="011602001001" Mc="混凝土路面拆除" Xmtz="1.构件名称：原混凝土地面拆除，拆除后建筑垃圾外运处置，运距由投标人自定，中标后不予调整；&#xA;2.备注：含混凝土基层拆除等" Gcnr="" Jsgz="按拆除部位，以体积计算" Dw="m2" Sl="50.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="030404016001" Mc="控制箱" Xmtz="1.名称：现场按钮箱&#xA;2.型号：JXF型 350X400X200&#xA;3.规格：详见设计图纸" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="8" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="030404017001" Mc="配电箱" Xmtz="1.名称：浓缩池检修插座箱CX1&#xA;2.规格：详见设计图纸" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="030406006001" Mc="低压交流异步电动机" Xmtz="1.名称：电动机检查接线&#xA;2.型号：交流异步电动机检&#xA;3.容量(kW)：功率（kw）≤15&#xA;4.电压等级(kV)：1kV 以下交流" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="8" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="030408001001" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-3x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="25.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="030408001002" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-4x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="50.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="030408001003" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-5x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="50.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="030408001004" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-5x6&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="70.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="030408001005" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV22-1kV-3x25+2x16&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="11.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="030408001006" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：BPYJVP-1kV-3x4+3x1.5&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="50.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="030408003001" Mc="电缆保护管" Xmtz="1．名称：电缆保护管&#xD;&#xA;2．材质：玻璃钢管&#xD;&#xA;3．规格：DN100&#xD;&#xA;4．敷设方式：埋地敷设，含管枕" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="100.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="030408006001" Mc="电力电缆头" Xmtz="1.名称：电力电缆头&#xA;2.规格：电缆截面(mm2) ≤35&#xA;3.材质、类型：铜&#xA;4.安装部位：室内" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="030411001001" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="20.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="030411001002" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC32/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="111.02" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="030411003001" Mc="桥架" Xmtz="1.型号：非消防强电金属桥架&#xA;2.规格：300*100&#xA;3.材质：金属&#xA;4.类型：槽式&#xA;5.接地方式：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="10.70" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="030412004001" Mc="装饰灯" Xmtz="1.名称：庭院灯&#xA;2.规格：LED 35W,L=3000&#xA;3.备注：IP65,配套灯杆、基础等" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="030413001001" Mc="铁构件" Xmtz="1.名称：电缆桥架支撑架&#xA;2.材质：型钢" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.015" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="030414002001" Mc="送配电装置系统" Xmtz="1.电压等级(kV)：1kV 以下交流&#xA;2.类型：输配电装置系统调试" Gcnr="" Jsgz="按设计图示系统计算" Dw="系统" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="040101002001" Mc="挖沟槽土方" Xmtz="1.土壤类别：踏勘现场，自行确定&#xA;2.挖土深度：详见图纸&#xA;3.开挖方式：机械开挖，含人工清底" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="35.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求：满足规范要求&#xA;2.填方材料要求：素土回填&#xA;3.取土点、运距、土方来源费用：开挖出土石方回填" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="25.74" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="040103002001" Mc="余方弃置" Xmtz="1.废弃料品种：余土&#xA;2.运距：自行考虑" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="9.26" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="040203007001" Mc="水泥混凝土路面恢复" Xmtz="1.混凝土强度等级：C25&#xA;2.厚度：15cm厚&#xA;3.备注：含道路基层、模板及养护等" Gcnr="" Jsgz="按设计图示尺寸以面积计算，不扣除各类井所占面积，带平石的面层应扣除平石所占面积" Dw="m2" Sl="50.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="040504001001" Mc="砌筑检查井" Xmtz="1.垫层、基础材质及厚度：砖砌电缆手孔井&#xA;2.砌筑材料品种、规格、强度等级：1200x900x1100" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="WB040501021001" Mc="管道垫层" Xmtz="1.垫层材质及厚度：C20垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="3.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="WB040501023001" Mc="非定型混凝土管道基础" Xmtz="1.基础材质及厚度：C25商品混凝土" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="5.76" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="WB040501024001" Mc="管道基础模板" Xmtz="1.材质：复合木模板&#xA;2.使用部位：管座" Gcnr="" Jsgz="按设计图示尺寸按混凝土和模版的接触面以平方米计算" Dw="m2" Sl="24.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="防雷接地" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="27" Qdbm="030409001001" Mc="接地极" Xmtz="1.材质：不锈钢角钢&#xA;2.规格：L63x63x5 l=2500mm&#xA;3.土质：综合考虑" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="030409002001" Mc="接地母线" Xmtz="1.名称：不锈钢扁钢&#xA;2.规格：-40*4" Gcnr="" Jsgz="按设计图示尺寸以长度计算（含附加长度）" Dw="m" Sl="116.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="030409004001" Mc="均压环" Xmtz="1.名称：接地干线&#xA;2.材质：利用基础主筋" Gcnr="" Jsgz="按设计图示尺寸以长度计算（含附加长度）" Dw="m" Sl="94.93" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="030409008001" Mc="等电位端子箱、测试板" Xmtz="1.名称：总等电位箱&#xA;2.规格：MEB" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="030414011001" Mc="接地装置" Xmtz="1.名称：接地系统测试&#xA;2.类别：接地网" Gcnr="" Jsgz="1．以系统计量，按设计图示系统计算2．以组计量，按设计图示数量计算。" Dw="系统" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="中控系统" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="32" Qdbm="030411001003" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="030411001004" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：金属软管&#xA;3.规格：DN25&#xA;4.配置要求：明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="10.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="030502005001" Mc="双绞线缆" Xmtz="1.名称：六类屏蔽双绞线&#xA;2.工程量暂定，待集成商进行深化后确定,以实际测量为准,按实结算" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="030502007001" Mc="光缆" Xmtz="1.名称：4芯铠装多模光纤&#xA;2.工程量暂定，待集成商进行深化后确定,以实际测量为准,按实结算" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="030608006001" Mc="网络系统及设备联调" Xmtz="1.名称：排泥水系统设备联动调试及试运行" Gcnr="" Jsgz="按设计图示数量计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="PLC控制系统" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="37" Qdbm="030411001005" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="1462.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="38" Qdbm="030411001006" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：金属软管&#xA;3.规格：DN25&#xA;4.配置要求：明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="28.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="030411003002" Mc="桥架" Xmtz="1.型号：弱电桥架&#xA;2.规格：150*100&#xA;3.材质：金属&#xA;4.类型：槽式&#xA;5.接地方式：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="10.70" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="40" Qdbm="030413001002" Mc="铁构件" Xmtz="1.名称：电缆桥架支撑架&#xA;2.材质：型钢" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.015" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="41" Qdbm="030601004001" Mc="流量仪表" Xmtz="1.名称：分体式电磁流量计&#xA;2.规格：传感器:DN150,四线制 4~20mA输出,防护等级:IP68,变送器:AC220供电,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="030601005001" Mc="物位检测仪表" Xmtz="1.名称：分体式超声波液位计&#xA;2.规格：传感器:0~6m,四线制 4~20mA输出,防护等级:IP68,变送器:AC220供电,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按图示数量计算" Dw="台" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="030605001001" Mc="过程分析仪表" Xmtz="1.名称：污泥浓度在线分析仪&#xA;2.规格：0~50g/L,四线制 4~20mA输出,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="030608003001" Mc="组件、卡件（网络设备）" Xmtz="1.名称：工业以太网交换机" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="030610001001" Mc="盘、箱、柜" Xmtz="1.名称：仪表箱&#xA;2.规格：HxWxD=500mmx400mmx250mm (材质:304不锈钢,IP55)" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="6" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="WB030509010001" Mc="浪涌保护器" Xmtz="1.名称：电源防雷模块&#xA;2.技术参数：~220V仪表电源防雷模块" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="6" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="WB030509010002" Mc="浪涌保护器" Xmtz="1.名称：信号隔离模块&#xA;2.技术参数：单通道,4~20mA输入/4~20mA输出隔离器" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="6" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="48" Qdbm="WB030612001001" Mc="自动化线路敷设" Xmtz="1.名称：屏蔽电缆&#xA;2.规格：Modbus通讯电缆&#xA;3.敷设方式：电缆沟及管内敷设&#xA;4.备注：工程量暂定" Gcnr="" Jsgz="1.以米计量，按设计图示尺寸以长度计算（含预留长度及附加长度）2.按设计图示尺寸以根计算" Dw="m" Sl="600.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="1" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="2" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="3" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="4" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="5" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="6" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="7" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="8" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="9" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="10" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="11" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
  </Dxgcxx>
  <Dxgcxx Dxgcmc="中心城区二水厂" Dxgcbh="6" Je="0" Bkjzf="0" Aqwmf="0" Zgj="0" Jzmj="0" Aqsczrbxf="0">
    <Dwgcxx Dwgcbh="7" Dwgcmc="中心城区二水厂-排泥排水池  市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F34DEC8F3EFAE757A" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="A土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101001001" Mc="平整场地" Xmtz="1.土壤类别：详见地质勘察报告、图纸说明及现场实际情况" Gcnr="" Jsgz="按建筑物首层建筑面积，以面积计算" Dw="m2" Sl="1160.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="4432.37" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="1043.13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="040103002001" Mc="机械运土方" Xmtz="1.土壤类别：现场开挖的土方，具体详见地质勘查报告&#xA;2.运距：现场开挖的土方，外运弃置，运距自定" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="3389.24" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="基坑支护" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="5" Qdbm="WB040701021001" Mc="坡面清理" Xmtz="1.部位：基坑侧壁切削清坡，满足挂网喷浆要求&#xA;2.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="957.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="010202009001" Mc="喷射混凝土" Xmtz="1.部位：坡面、坡顶及坡脚&#xA;2.厚度：80mm&#xA;3.混凝土类别、强度等级：C20细石商品砼&#xA;4.备注：挂网喷浆，具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="957.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="040302007001" Mc="土钉钻孔、注浆" Xmtz="1.部位：土钉钻孔、注浆&#xA;2.地层情况：素填土、强风化粉砂岩土钉成孔孔径为90mm，&#xA;3.浆液种类、强度等级：注浆材料采用P.O42.5水泥净浆,水泥水灰比为0.50~0.55,注浆压力控制在不少于0.60Mpa。水泥浆须拌和均匀,随拌随用,一次拌合的水 泥浆须在初凝前用完,浆液不含影响水泥正常凝结与硬化的有害&#xA;物质,注浆量应达到理论注浆量1.0-1.2倍,并及时补浆。&#xA;5.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以钻孔深度计算" Dw="m" Sl="389.90" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="WB040302014001" Mc="土钉制安" Xmtz="1.部位：钢管土钉&#xA;2.材料种类、规格：Φ18钢筋加工制作，基坑顶部锚固钢管土钉间距1.5m，竖直向下。基坑立面间距2.0m,&#xA;3.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="2.015" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="WB040302022001" Mc="挂钢筋网" Xmtz="1.部位：喷射砼面钢筋&#xA;2.钢筋种类、规格：钢筋网片，包括坡面钢筋、加强筋及坡顶固定钢筋等&#xA;3.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="3.785" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="010515001001" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：HRB400三级钢筋，φ18" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="1.843" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="010515001002" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：HPB300一级钢筋，φ10以内" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.053" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="040309009001" Mc="排（泄）水管" Xmtz="1.部位：喷射砼面处泄水孔&#xA;2.材料品种：级配砾石及滤网布&#xA;3.管径：φ50PVC塑料管，长度＞500mm&#xA;4.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="个" Sl="166" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="010404001001" Mc="垫层" Xmtz="1.部位：排水沟、截水沟、集水坑垫层&#xA;2.材料品种及比例：C15商品砼(非泵送)" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="16.55" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="010401014001" Mc="砖地沟、明沟" Xmtz="1.部位：排水沟、截水沟、集水坑&#xA;2.砖品种、规格、强度级：MU15砼标准砖&#xA;3.砂浆强度级：M10水泥砂浆&#xA;4.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="22.41" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="011201001001" Mc="抹灰" Xmtz="1.工程部位：排水沟、截水沟及集水坑沟壁、沟底等抹灰&#xA;2.找平层厚度、砂浆配合比：10厚1:2水泥砂浆抹面" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="317.47" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="040205012001" Mc="安全护栏" Xmtz="1.部位：基坑顶部安全护栏&#xA;2.规格：防护高度1200mm&#xA;3.做法：横向3道φ48×3.0钢管@500mm，竖向φ48×3.0钢管@1500mm，锚入地下大于500mm&#xA;4.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示以长度计算" Dw="m" Sl="136.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="WB041108005001" Mc="沉降观测点" Xmtz="1.规范要求：支护结构及周边建筑、道路沉降观测点&#xA;2.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计要求以个计算" Dw="个" Sl="34" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="040203007001" Mc="地表硬化" Xmtz="1.混凝土强度等级：C20现浇混凝土&#xA;2.厚度：60mm&#xA;3.备注：坡后2.0米地表" Gcnr="" Jsgz="按设计图示尺寸以面积计算，不扣除各类井所占面积，带平石的面层应扣除平石所占面积" Dw="m2" Sl="273.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="抗浮锚杆" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="19" Qdbm="040302006001" Mc="锚杆钻孔" Xmtz="1.地层情况：根据地质勘察报告&#xA;2.钻孔直径：200以内&#xA;3.备注：含3根实验锚杆" Gcnr="" Jsgz="按设计图示尺寸，以钻孔深度计算" Dw="m" Sl="1278.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="010202007001" Mc="锚杆入岩增加费" Xmtz="1.地层情况：根据地质勘察报告&#xA;2.备注：暂定量，含3根实验锚杆" Gcnr="" Jsgz="按设计图示尺寸，以钻孔深度计算" Dw="m" Sl="834.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="040302006002" Mc="锚杆（锚索）钻孔、注浆" Xmtz="1.钻孔直径：200以内&#xA;2.浆液种类、强度等级：水泥浆强度等级不低于M30&#xA;3.备注：含注浆管，3根实验锚杆" Gcnr="" Jsgz="按设计图示尺寸，以钻孔深度计算" Dw="m" Sl="1278.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="WB040302014002" Mc="锚杆制安" Xmtz="1.锚杆种类、规格：带肋钢筋HRB400φ25&#xA;2.备注：含3根实验锚杆" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="15.779" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="WB040302013001" Mc="锚头制安" Xmtz="1.锚头种类、规格：防水橡胶套环、沥青防水油膏灌满密封&#xA;2.备注：具体做法详19CJ 93-1图集第26页。含3根实验锚杆" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="139" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="WB040302015001" Mc="隔离支架" Xmtz="1.规格、型号：￠42镀锌钢管L=100mm,@2000mm&#xA;2.备注：含3根实验锚杆" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="0.027" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="WB040303048001" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：带肋钢筋HRB400φ8&#xA;2.备注：含3根实验锚杆" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.008" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="水处理构筑物（钢筋混凝土工程）" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="26" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="52.74" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：排泥排水池、集水坑等。" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="367.12" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="040601007001" Mc="现浇混凝土池壁（隔墙）" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：排泥排水池壁及洞口挡边" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="314.15" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="040601008001" Mc="现浇混凝土池柱" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="3.44" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="040601009001" Mc="现浇混凝土池梁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="4.54" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="040601011001" Mc="现浇混凝土板" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="124.43" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="010515001003" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：直径≤φ10内，HPB300" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.018" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ8，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="2.522" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ10，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="4.234" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ12，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="4.979" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="WB040601031004" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ14，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="2.371" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="WB040601031005" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ16，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="5.051" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="38" Qdbm="WB040601031006" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ18，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="53.938" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="WB040601031007" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ20，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="38.208" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="40" Qdbm="WB040601031008" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ20、25，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="21.041" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="41" Qdbm="WB040601031009" Mc="止水螺栓" Xmtz="1.部位：混凝土池壁&#xD;&#xA;2.种类：穿墙止水螺栓&#xD;&#xA;3.备注：做法及规格详见图纸说明。" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="2.891" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="040601028001" Mc="柔性防水" Xmtz="1.材料品种、规格：水池壁板、梁及底板迎水面刷DPS水基渗透无机防水剂两遍&#xA;2.备注：具体做法参照《水基渗透型&#xA;无机防水剂防水构造》皖2011J218图集水池防水构造做法执行。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="1466.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="040601029001" Mc="沉降（施工）缝" Xmtz="1．材料品种：-400*3钢板止水带" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m" Sl="136.05" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="040601030001" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：污泥浓缩池" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="2254.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="040303002001" Mc="混凝土二次浇筑" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="38.81" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="WB040303054001" Mc="预埋钢板" Xmtz="1.材料种类：预埋钢板&#xA;2.材料规格：启闭机预埋钢板400x400x12，中间留孔%%C150" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.060" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="WB040303054002" Mc="预埋钢板" Xmtz="1.材料种类：预埋钢板&#xA;2.材料规格：M3，2-1055x100x12；M2，2-905x80x12" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.134" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="5" Mc="其他项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="48" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板,&#xA;2.备注：按展开面积计算" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="67.98" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="49" Qdbm="050101009001" Mc="种植土回（换）填" Xmtz="1.回填土质要求：种植土&#xA;2.取土运距：含挖运回填等所有费用，施工单位综合考虑，中标后不得调整。&#xA;3.回填厚度：0.6m 。" Gcnr="" Jsgz="按设计图示回填面积乘以回填厚度以体积计算" Dw="m3" Sl="212.62" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="50" Qdbm="050102012001" Mc="池顶绿化" Xmtz="1、草皮种类：高羊茅,黑麦草,早熟禾=6:3:1&#xA;2、铺种方式：混播&#xA;3、养护期：1个月成活养护,保存养护2年,二级养护" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="354.36" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="6" Mc="L措施项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="51" Qdbm="011701002001" Mc="脚手架" Xmtz="1.搭设方式：符合图纸设计和规范要求&#xA;2.搭设高度：详见图纸设计&#xA;3.脚手架材质：插型盘扣式钢管" Gcnr="" Jsgz="按外墙中心线乘以高度的垂直投影面积计算" Dw="m2" Sl="1435.93" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="52" Qdbm="WB040303028001" Mc="基础模板" Xmtz="1.基础类型：含集水坑、垫层、设备基础、二次浇筑模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="118.70" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="53" Qdbm="041102034001" Mc="现浇混凝土池底模板" Xmtz="1.基础类型：池底模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="57.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="54" Qdbm="041102035001" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：5.0m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="1595.08" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="55" Qdbm="WB041102043001" Mc="其他现浇构件模板（现浇混凝土池柱）" Xmtz="1.构件类型：现浇混凝土柱&#xA;2.支模高度：5.0m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="34.40" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="56" Qdbm="WB041102044001" Mc="其他现浇构件模板（现浇混凝土池梁）" Xmtz="1.构件类型：现浇混凝土梁&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="241.63" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="57" Qdbm="WB041102045001" Mc="其他现浇构件模板（现浇混凝土板）" Xmtz="1.构件类型：现浇混凝土板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="293.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="58" Qdbm="WB041107003001" Mc="施工排水" Xmtz="1.排水方式、时间：施工单位综合施工现场实际及时间综合考虑排水方式，中标后不予调整。" Gcnr="" Jsgz="1.按排水体积以立方米计算2.按地质报告说明的地下水位以下的需排水的沟槽、基坑的体积以立方米计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="59" Qdbm="011705001001" Mc="大型机械设备进出场及安拆" Xmtz="1.机械设备名称:二水厂所需挖掘机、锚杆钻孔机及设备等进出场及安拆费&#xA;2.备注:根据施工方案及现场实际情况，投标单位综合考虑" Gcnr="" Jsgz="按使用机械设备的数量计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="8" Dwgcmc="中心城区二水厂-污泥浓缩池 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F4BA84D038E19FF43" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="A土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101001001" Mc="平整场地" Xmtz="1.土壤类别：详见地质勘察报告、图纸说明及现场实际情况" Gcnr="" Jsgz="按建筑物首层建筑面积，以面积计算" Dw="m2" Sl="250.38" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="684.58" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="439.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="040103002001" Mc="机械运土方" Xmtz="1.土壤类别：现场开挖的土方，具体详见地质勘查报告&#xA;2.运距：现场开挖的土方，外运弃置，运距自定" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="452.41" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="010201001001" Mc="换填垫层" Xmtz="1.材料种类及配比：C20商品砼&#xA;2.压实系数：符合设计规范要求&#xA;3.备注：污泥浓缩池池底垫层下位置，具体深度见图纸设计。" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="207.63" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="水处理构筑物（钢筋混凝土工程）" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="6" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="28.08" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="040303002001" Mc="钢梯基础" Xmtz="1.混凝土强度等级：1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="0.41" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池池底" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="100.18" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="040601006002" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：阀门井池底、集水坑等。" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="32.65" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="040601007001" Mc="现浇混凝土池壁（隔墙）" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="90.24" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="040601007002" Mc="现浇混凝土池壁（隔墙）" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：阀门井。" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="15.76" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="040601014001" Mc="混凝土导流壁、筒" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池导流渠及集水坑" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="6.59" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="040601008001" Mc="现浇混凝土池柱" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="13.18" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="040601009001" Mc="现浇混凝土池梁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="3.85" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="040601011001" Mc="现浇混凝土板" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="6.96" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="010515001001" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：直径≤φ10内，HPB300" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.091" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ8，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="1.017" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ10，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="3.049" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ12，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="11.679" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="WB040601031004" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ14，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.512" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="WB040601031005" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ16，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="14.553" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="WB040601031006" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ18，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.216" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="WB040601031007" Mc="止水螺栓" Xmtz="1.部位：混凝土池壁&#xD;&#xA;2.种类：穿墙止水螺栓&#xD;&#xA;3.备注：做法及规格详见图纸说明。" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="2.225" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="040601028001" Mc="柔性防水" Xmtz="1.材料品种、规格：水池壁板、梁及底板迎水面刷DPS水基渗透无机防水剂两遍&#xA;2.备注：具体做法参照《水基渗透型&#xA;无机防水剂防水构造》皖2011J218图集水池防水构造做法执行。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="442.35" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="040601029001" Mc="沉降（施工）缝" Xmtz="1．材料品种：-400*3钢板止水带" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m" Sl="104.72" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="040601030001" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：污泥浓缩池" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="553.90" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="040601030002" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：阀门井" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="18.55" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="040303002002" Mc="混凝土二次浇筑" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="0.32" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="WB040501023001" Mc="非定型混凝土管道基础" Xmtz="1.基础材质及厚度：预埋钢管环包150mm&#xA;2.商品混凝土强度等级：C25素砼" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="3.66" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="WB040303054001" Mc="预埋钢板" Xmtz="1.材料种类：预埋钢板&#xA;2.材料规格：300x200x15" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.057" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="011102001001" Mc="石材楼地面" Xmtz="1、面层材料品种、规格、颜色：20厚火烧板面石材板,水泥浆擦缝&#xA;2、结合层厚度、砂浆配合比或粘接剂种类：30mm厚1:3干硬性水泥砂浆结合层,表面撒水泥粉&#xA;3.基层处理：现浇钢筋混凝土楼板、水.泥浆一道(内掺建筑胶)&#xA;4.部位：露天的各池体顶板、走道板、混凝土起吊架、室外楼梯等，详见图纸设计及说明。" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="56.32" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="其他项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="32" Qdbm="010606008001" Mc="钢梯" Xmtz="1.钢梯形式：楼梯做法T1A10a-3.0余同，详国15J401-1/A4" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="1.656" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="WB040307017001" Mc="不锈钢栏杆安装" Xmtz="1.部位：走道、平台栏杆，H=1200mm&#xA;2.栏杆材料种类、规格、品牌：详细做法详22J403-1-(B5/2-9)&#xA;3.固定配件种类：详细做法详22J403-1-(B5/2-9)" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="130.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板,&#xA;2.备注：按展开面积计算" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="14.48" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="L措施项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="35" Qdbm="011701002001" Mc="脚手架" Xmtz="1.搭设方式：符合图纸设计和规范要求&#xA;2.搭设高度：详见图纸设计&#xA;3.脚手架材质：插型盘扣式钢管" Gcnr="" Jsgz="按外墙中心线乘以高度的垂直投影面积计算" Dw="m2" Sl="592.75" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="WB040303028001" Mc="基础模板" Xmtz="1.基础类型：含筏板、集水坑、垫层、设备基础、二次浇筑模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="21.88" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="041102034001" Mc="现浇混凝土池底模板" Xmtz="1.基础类型：池底模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="35.97" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="38" Qdbm="041102035001" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：5.0m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="549.98" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="041102035002" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="126.02" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="40" Qdbm="WB041102043001" Mc="其他现浇构件模板（现浇混凝土池柱）" Xmtz="1.构件类型：现浇混凝土暗柱&#xA;2.支模高度：5.0m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="37.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="41" Qdbm="WB041102044001" Mc="其他现浇构件模板（现浇混凝土池梁）" Xmtz="1.构件类型：现浇混凝土梁&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="28.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="WB041102045001" Mc="其他现浇构件模板（现浇混凝土板）" Xmtz="1.构件类型：现浇混凝土板&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="77.96" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="WB041102047001" Mc="其他现浇构件模板（导流墙、筒）" Xmtz="1.构件类型：现浇混凝土  导流渠" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="78.10" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="WB041107003001" Mc="施工排水" Xmtz="1.排水方式、时间：施工单位综合施工现场实际及时间综合考虑排水方式，中标后不予调整。" Gcnr="" Jsgz="1.按排水体积以立方米计算2.按地质报告说明的地下水位以下的需排水的沟槽、基坑的体积以立方米计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="9" Dwgcmc="中心城区二水厂-污泥平衡池  市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F34DEC8F3EFAE757A" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101001001" Mc="平整场地" Xmtz="1.土壤类别：详见地质勘察报告、图纸说明及现场实际情况" Gcnr="" Jsgz="按建筑物首层建筑面积，以面积计算" Dw="m2" Sl="101.65" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="345.86" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="280.52" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="040103002001" Mc="机械运土方" Xmtz="1.土壤类别：现场开挖的土方，具体详见地质勘查报告&#xA;2.运距：现场开挖的土方，外运弃置，运距自定" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="65.34" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="水处理构筑物（钢筋混凝土工程）" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="5" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="8.12" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="040303002001" Mc="钢梯基础" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="0.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6  含集水坑" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="39.33" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="040601007001" Mc="现浇混凝土池壁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="47.24" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="040601009001" Mc="现浇混凝土池梁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.28" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="040601011001" Mc="现浇混凝土板" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.备注：含污泥浓缩池走道板、污泥平衡池板" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="11.11" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="010515001001" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：直径≤φ10内，HPB300" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.009" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ8，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.118" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ10，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="1.192" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ12，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="6.923" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="WB040601031004" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ14，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.013" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="WB040601031005" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ16，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.099" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="WB040601031006" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ18，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.242" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="WB040601031007" Mc="止水螺栓" Xmtz="1.部位：混凝土池壁&#xD;&#xA;2.种类：穿墙止水螺栓&#xD;&#xA;3.备注：做法及规格详见图纸说明。" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.975" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="040601028001" Mc="柔性防水" Xmtz="1.材料品种、规格：水池壁板、梁及底板迎水面刷DPS水基渗透无机防水剂两遍&#xA;2.备注：具体做法参照《水基渗透型&#xA;无机防水剂防水构造》皖2011J218图集水池防水构造做法执行。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="232.64" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="040601029001" Mc="沉降（施工）缝" Xmtz="1．材料品种：-400*3钢板止水带" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m" Sl="45.90" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="040601030001" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：污泥浓缩池及污泥平衡池" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="192.81" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="040303002002" Mc="混凝土二次浇筑" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="5.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="011102001001" Mc="石材楼地面" Xmtz="1、面层材料品种、规格、颜色：20厚火烧板面石材板,水泥浆擦缝&#xA;2、结合层厚度、砂浆配合比或粘接剂种类：30mm厚1:3干硬性水泥砂浆结合层,表面撒水泥粉&#xA;3.基层处理：现浇钢筋混凝土楼板、水.泥浆一道(内掺建筑胶)&#xA;4.部位：露天的各池体顶板、走道板、混凝土起吊架、室外楼梯等，详见图纸设计及说明。" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="47.98" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="其他项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="24" Qdbm="010606008001" Mc="钢梯" Xmtz="1.钢梯形式：楼梯做法T1A10a-3.0余同，详国15J401-1/A4" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="0.414" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="WB040307017001" Mc="不锈钢栏杆安装" Xmtz="1.部位：走道、平台栏杆，H=1200mm&#xA;2.栏杆材料种类、规格、品牌：详细做法详22J403-1-(B5/2-9)&#xA;3.固定配件种类：详细做法详22J403-1-(B5/2-9)" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="31.12" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板,&#xA;2.备注：按展开面积计算" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="12.88" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="措施项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="27" Qdbm="011701002001" Mc="脚手架" Xmtz="1.搭设方式：符合图纸设计和规范要求&#xA;2.搭设高度：详见图纸设计&#xA;3.脚手架材质：插型盘扣式钢管" Gcnr="" Jsgz="按外墙中心线乘以高度的垂直投影面积计算" Dw="m2" Sl="210.65" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="WB040303028001" Mc="基础模板" Xmtz="1.基础类型：筏板、集水坑、垫层、设备基础、二次浇筑模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="35.81" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="041102035001" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：4.5m" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="290.77" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="WB041102044001" Mc="其他现浇构件模板（现浇混凝土池梁）" Xmtz="1.构件类型：现浇混凝土梁&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="26.15" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="041102035002" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：1.3m" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="32.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="WB041102045001" Mc="其他现浇构件模板（现浇混凝土板）" Xmtz="1.构件类型：现浇混凝土 板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="28.86" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="WB041107003001" Mc="施工排水" Xmtz="1.排水方式、时间：施工单位综合施工现场实际及时间综合考虑排水方式，中标后不予调整。" Gcnr="" Jsgz="1.按排水体积以立方米计算2.按地质报告说明的地下水位以下的需排水的沟槽、基坑的体积以立方米计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="1" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="2" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="3" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="4" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="5" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="6" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="7" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="8" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="9" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="10" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="11" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="10" Dwgcmc="中心城区二水厂-污泥脱水机房、滤池排水与沉淀排泥分离改造 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0FEED0468953518E48" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1.1" Mc="污泥脱水机房(原仓库改造)/土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="29.07" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="21.42" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040103002001" Mc="机械运土方" Xmtz="1.土壤类别：现场开挖的土方，具体详见地质勘查报告&#xA;2.运距：现场开挖的土方，外运弃置，运距自定" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="7.65" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="1.2" Mc="污泥脱水机房(原仓库改造)/混凝土及其他工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="4" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="1.16" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="010501003001" Mc="独立基础" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="3.57" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="040303002001" Mc="设备基础" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="12.17" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="040601008001" Mc="现浇混凝土池柱" Xmtz="1.柱规格形状：矩形柱 周长2.4以内&#xA;2.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="1.94" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径≤φ10内，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.692" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ16，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.144" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ20，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.254" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="010404001001" Mc="垫层" Xmtz="1.部位：排水沟、截水沟、集水坑垫层&#xA;2.材料品种及比例：C15商品砼" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="1.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="010401014001" Mc="砖地沟、明沟" Xmtz="1.砖品种、规格、强度级：Mu20砼标准砖&#xA;2.砂浆强度级：Ms10水泥砂浆(预拌砂浆)&#xA;3.备注：做法详见02J331" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="1.92" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="011201001001" Mc="抹灰" Xmtz="1.工程部位：排水沟、截水沟及集水坑沟壁、沟底等抹灰&#xA;2.找平层厚度、砂浆配合比：10厚1:2水泥砂浆抹面" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="28.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="8.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="011702001001" Mc="基础模板" Xmtz="1.基础类型：独立基础、筏板、集水坑、砖地沟垫层模板" Gcnr="" Jsgz="按模板与现浇混凝土接触面积计算" Dw="m2" Sl="45.37" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="011702002001" Mc="矩形柱模板" Xmtz="1.柱截面尺寸：周长2.4m 以内~" Gcnr="" Jsgz="按模板与现浇混凝土接触面积计算" Dw="m2" Sl="12.96" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2.1" Mc="滤池排水与沉淀排泥分离改造/排泥渠倒坡改造" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="17" Qdbm="490105004001" Mc="拆除基层" Xmtz="1.部位：一、二期排泥渠倒坡原找坡层铲除， 人工拆除" Gcnr="" Jsgz="按拆除部位，以面积计算" Dw="m2" Sl="31.42" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="490105007001" Mc="拆除砖石结构" Xmtz="1.内容：排泥渠侧墙拆除" Gcnr="" Jsgz="按拆除部位，以体积计算" Dw="m3" Sl="2.23" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="490105008001" Mc="混凝土侧壁凿洞" Xmtz="1.结构形式：混凝土侧壁凿洞" Gcnr="" Jsgz="按拆除部位，以体积计算" Dw="m3" Sl="0.12" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="011101006001" Mc="找坡" Xmtz="1.找平层厚度、砂浆配合比：1:2水泥砂浆重新找坡0.2%" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="31.42" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="490105007002" Mc="封堵、填实" Xmtz="1.内容：DN400管口封堵，砖砌+C25填实，MU10混凝土砌块、M10水泥砂浆砌筑,表面20厚聚合物防水水泥砂浆粉刷。" Gcnr="" Jsgz="按拆除部位，以体积计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="490105007003" Mc="洞口修补" Xmtz="1.内容：混凝土侧壁凿洞处C30自密实混凝土，填充管周空隙，20厚聚合物防水水泥砂浆粉刷" Gcnr="" Jsgz="按拆除部位，以体积计算" Dw="处" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="WB040504017001" Mc="非定型井勾缝及抹灰" Xmtz="1.砂浆强度等级、配合比：表面20厚聚合物防水水泥砂浆粉刷。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="5.68" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="040305004001" Mc="砖砌体" Xmtz="1.部位：排泥渠侧壁封堵(砖砌)&#xA;2.材料品种规格：MU10混凝土砌块、M10水泥砂浆砌筑,表面20厚聚合物防水水泥砂浆粉刷。" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="1.36" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2.2" Mc="滤池排水与沉淀排泥分离改造二期滤池西侧排水与沉淀排泥分离改造" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="25" Qdbm="490105004002" Mc="拆除现状隔层钢板" Xmtz="1.部位：拆除现状隔层钢板 人工拆除" Gcnr="" Jsgz="按拆除部位，以面积计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="490105007004" Mc="拆除滤池排水连接渠侧壁" Xmtz="1.内容：拆除滤池排水连接渠侧壁" Gcnr="" Jsgz="按拆除部位，以体积计算" Dw="m3" Sl="25.79" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="490105004003" Mc="拆除基层" Xmtz="1.部位：二期滤池西侧排水与沉淀排泥倒坡改造，原找坡层铲除， 人工拆除" Gcnr="" Jsgz="按拆除部位，以面积计算" Dw="m2" Sl="42.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="011101006002" Mc="找坡" Xmtz="1.找平层厚度、砂浆配合比：现状排泥渠1:2水泥砂浆重新找坡0.2%" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="42.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="490105007005" Mc="洞口修补、填实" Xmtz="1.内容：混凝土侧壁凿洞处C30自密实混凝土，填充管周空隙，20厚聚合物防水水泥砂浆粉刷" Gcnr="" Jsgz="按拆除部位，以体积计算" Dw="处" Sl="7.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="040305004002" Mc="砖砌体" Xmtz="1.部位：排水渠侧壁砌筑、池壁洞口底部加高&#xA;2.材料品种规格：MU10混凝土砌块、M10水泥砂浆砌筑," Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="23.72" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="WB040504017002" Mc="非定型井勾缝及抹灰" Xmtz="1.砂浆强度等级、配合比：表面20厚聚合物防水水泥砂浆粉刷。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="235.75" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：现浇混凝土 C25&#xA;3.备注：现状地面下挖后C25浇筑150厚渠底板(找坡0.2%)" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="7.52" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="11" Dwgcmc="中心城区二水厂-工艺系统 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0FC9D183E3EB3D9A85" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="厂区综合管线/滤池排水" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101003001" Mc="挖沟槽土方" Xmtz="1.土壤类别：按现场综合考虑&#xA;2.挖土深度：1.5m 以内，含人工清底" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="471.63" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="010103001001" Mc="回填方" Xmtz="1.密实度要求：0.96上&#xA;2.填方材料品种：沟槽开挖土方" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="406.75" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="030801001001" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="42.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="030801001002" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN250&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="36.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="030801001003" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管&#xA;2.规格：DN600&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="18.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="030801001004" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN800&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="18.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="030804001001" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="030804001002" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN250×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="030804001003" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN250×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="030804001004" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN600×30°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="030804001005" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN800×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="031002003001" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN200&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="031002003002" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN600&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="031002003003" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN800&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="031201001001" Mc="管道刷油" Xmtz="1.名称：管道内防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：底漆一道+底漆一道+面漆一道+面漆一道,两道底漆干膜厚度大于100μm,两道面漆干膜厚度大于120μm,总干膜厚度大于220μm" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="133.76" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="031201001002" Mc="管道刷油" Xmtz="1.名称：管道外防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：采用二布四油喷涂,即底漆一道+布一道+面漆一道+布一道+面漆二道,其中布为10×10脱脂玻璃纤维布,要求固化后漆膜总厚度不小于420μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="142.15" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="040103002001" Mc="余方弃置" Xmtz="1.废弃料品种：沟槽开挖剩余土方" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="64.88" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="040501001001" Mc="混凝土管道铺设（人机配合下管）" Xmtz="1.管道类型、管道材质：Ⅱ级钢筋混凝土管 &#xA;2.管径：d600" Gcnr="" Jsgz="按设计图示中心线长度扣除井所占长度以延长米计算" Dw="m" Sl="120.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="040501001002" Mc="混凝土管道铺设（人机配合下管）" Xmtz="1.管道类型、管道材质：Ⅱ级钢筋混凝土管 &#xA;2.管径：d800" Gcnr="" Jsgz="按设计图示中心线长度扣除井所占长度以延长米计算" Dw="m" Sl="15.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="040503001001" Mc="管道支墩（挡墩）" Xmtz="1.混凝土强度等级：混凝土支墩 C20,含模板" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.68" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="WB040501021001" Mc="管道垫层" Xmtz="1.垫层材质：砂垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="64.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="WB040501027001" Mc="管道闭水试验" Xmtz="1.管径：D600mm" Gcnr="" Jsgz="按设计图示中心线长度以延长米计算，不扣除管件及阀门等所占长度" Dw="m" Sl="120.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="WB040501027002" Mc="管道闭水试验" Xmtz="1.管径：D800mm" Gcnr="" Jsgz="按设计图示中心线长度以延长米计算，不扣除管件及阀门等所占长度" Dw="m" Sl="15.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="WB040504010001" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排水检查井&#xA;2.混凝土强度等级：φ1100&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.备注：详见12S522" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="WB040504010002" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排水检查井&#xA;2.混凝土强度等级：φ1300&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.备注：详见12S522" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="WB040504010003" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排水检查井&#xA;2.混凝土强度等级：1800×1800&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.备注：详见12S522" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="WB040504010004" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排水检查井&#xA;2.混凝土强度等级：2000×1800&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.备注：详见12S522" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="WB040504010005" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排水检查井&#xA;2.混凝土强度等级：B型,2000×2200,H=1500(暂定)&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.备注：参见22S804/193,井深应现场复核,包含防水套管、法兰、钢丝网、钢梯、防雨水漏入型盖板等标准图中所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="厂区综合管线/回用水管" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="29" Qdbm="010101003002" Mc="挖沟槽土方" Xmtz="1.土壤类别：按现场综合考虑&#xA;2.挖土深度：1.5m 以内" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="95.90" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="010103001002" Mc="回填方" Xmtz="1.密实度要求：0.96上&#xA;2.填方材料品种：沟槽开挖土方" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="78.62" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="030801001005" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="030801001006" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN250&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="90.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="030804001006" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="030804001007" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN250×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="030804001008" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN250×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="030804001009" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN250×DN200°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="030807003001" Mc="低压法兰阀门" Xmtz="1.名称：手动软密封闸阀&#xA;2.材质：铸铁&#xA;3.型号、规格：DN200  PN10&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="38" Qdbm="030807003002" Mc="低压法兰阀门" Xmtz="1.名称：手动软密封闸阀&#xA;2.材质：铸铁&#xA;3.型号、规格：DN250  PN10&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="030807003003" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.材质：铸铁&#xA;3.型号、规格：DN200  PN10&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="40" Qdbm="030807003004" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.材质：铸铁&#xA;3.型号、规格：DN250  PN10&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="41" Qdbm="030810002001" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN200,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="030810002002" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN250,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="5.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="030810002003" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制盲板Q235B&#xA;2.型号、规格：DN250,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="031002003004" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN250&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="031201001003" Mc="管道刷油" Xmtz="1.名称：管道内防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：底漆一道+底漆一道+面漆一道+面漆一道,两道底漆干膜厚度大于100μm,两道面漆干膜厚度大于120μm,总干膜厚度大于220μm" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="76.30" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="031201001004" Mc="管道刷油" Xmtz="1.名称：管道外防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：采用二布四油喷涂,即底漆一道+布一道+面漆一道+布一道+面漆二道,其中布为10×10脱脂玻璃纤维布,要求固化后漆膜总厚度不小于420μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="83.34" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="040103002002" Mc="余方弃置" Xmtz="1.废弃料品种：沟槽开挖剩余土方" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="17.28" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="48" Qdbm="040504001001" Mc="砌筑检查井" Xmtz="1.垫层、基础材质及厚度：地面操作立式闸阀井&#xA;2.勾缝、抹面要求：φ1400(DN250)&#xA;3.混凝土强度等级：详见07MS101-2" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="49" Qdbm="040504002001" Mc="混凝土检查井" Xmtz="1.垫层、基础材质及厚度：流量计井&#xA;2.混凝土强度等级：1500×1400(DN250)&#xA;3.井盖、井圈材质及规格：井体做法参见07MS101-2" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="50" Qdbm="040503001002" Mc="管道支墩（挡墩）" Xmtz="1.混凝土强度等级：混凝土支墩 C20,含模板" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.54" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="51" Qdbm="WB040501021002" Mc="管道垫层" Xmtz="1.垫层材质：砂垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="16.74" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="厂区综合管线/沉淀排泥水" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="52" Qdbm="010101003003" Mc="挖沟槽土方" Xmtz="1.土壤类别：按现场综合考虑&#xA;2.挖土深度：1.5m 以内" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="316.08" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="53" Qdbm="010103001003" Mc="回填方" Xmtz="1.密实度要求：0.96上&#xA;2.填方材料品种：沟槽开挖土方" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="262.28" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="54" Qdbm="030801001007" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="195.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="55" Qdbm="030801001008" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="30.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="56" Qdbm="030801001009" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN400&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="57" Qdbm="030801001010" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管&#xA;2.规格：DN600&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="58" Qdbm="030804001010" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="14" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="59" Qdbm="030804001011" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="60" Qdbm="030804001012" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="61" Qdbm="030804001013" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN400×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="62" Qdbm="030804001014" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN500×22.5°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="63" Qdbm="030804001015" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN200×DN200&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="64" Qdbm="031002003005" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN400&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="65" Qdbm="031002003006" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN600&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="66" Qdbm="031201001005" Mc="管道刷油" Xmtz="1.名称：管道内防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：底漆一道+底漆一道+面漆一道+面漆一道,两道底漆干膜厚度大于100μm,两道面漆干膜厚度大于120μm,总干膜厚度大于220μm" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="138.95" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="67" Qdbm="031201001006" Mc="管道刷油" Xmtz="1.名称：管道外防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：采用二布四油喷涂,即底漆一道+布一道+面漆一道+布一道+面漆二道,其中布为10×10脱脂玻璃纤维布,要求固化后漆膜总厚度不小于420μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="147.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="68" Qdbm="040103002003" Mc="余方弃置" Xmtz="1.废弃料品种：沟槽开挖剩余土方" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="53.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="69" Qdbm="040501001003" Mc="混凝土管道铺设（人机配合下管）" Xmtz="1.管道类型、管道材质：Ⅱ级钢筋混凝土管 &#xA;2.管径：d600" Gcnr="" Jsgz="按设计图示中心线长度扣除井所占长度以延长米计算" Dw="m" Sl="27.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="70" Qdbm="040501001004" Mc="混凝土管道铺设（人机配合下管）" Xmtz="1.管道类型、管道材质：Ⅱ级钢筋混凝土管 &#xA;2.管径：d500" Gcnr="" Jsgz="按设计图示中心线长度扣除井所占长度以延长米计算" Dw="m" Sl="21.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="71" Qdbm="040503001003" Mc="管道支墩（挡墩）" Xmtz="1.混凝土强度等级：混凝土支墩 C20,含模板" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="1.42" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="72" Qdbm="WB040501021003" Mc="管道垫层" Xmtz="1.垫层材质：砂垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="52.38" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="73" Qdbm="WB040501027003" Mc="管道闭水试验" Xmtz="1.管径：D600mm" Gcnr="" Jsgz="按设计图示中心线长度以延长米计算，不扣除管件及阀门等所占长度" Dw="m" Sl="48.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="74" Qdbm="WB040504010006" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排泥水检查井&#xA;2.混凝土强度等级：φ1100&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.砂浆强度等级、配合比：详见12S522" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="厂区综合管线/自用水管" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="75" Qdbm="010101003004" Mc="挖沟槽土方" Xmtz="1.土壤类别：按现场综合考虑&#xA;2.挖土深度：1.5m 以内" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="84.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="76" Qdbm="010103001004" Mc="回填方" Xmtz="1.密实度要求：0.96上&#xA;2.填方材料品种：沟槽开挖土方" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="66.30" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="77" Qdbm="030807001001" Mc="低压螺纹阀门" Xmtz="1.名称：手动软密封闸阀&#xA;2.型号、规格：DN50  PN16&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="78" Qdbm="030807003005" Mc="低压法兰阀门" Xmtz="1.名称：手动软密封闸阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="79" Qdbm="030901011001" Mc="室外消火栓" Xmtz="1.型号、规格：室外地上式消火栓-SS100/65-1.6&#xA;2.附件材质、规格：详见13S201,支管浅装,附闸阀及套筒" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="80" Qdbm="031001005001" Mc="铸铁管" Xmtz="1.安装部位：室外&#xA;2.介质：自用水&#xA;3.规格、压力等级：给水球墨铸铁管 DN100&#xA;4.连接形式：承插连接（胶圈接口）&#xA;5.压力试验及吹洗设计要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="120.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="81" Qdbm="031001007001" Mc="复合管" Xmtz="1.安装部位：室外&#xA;2.介质：自用水&#xA;3.规格、压力等级：钢塑复合管 DN50&#xA;4.连接形式：螺纹连接&#xA;5.压力试验及吹洗设计要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="30.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="82" Qdbm="040103002004" Mc="余方弃置" Xmtz="1.废弃料品种：沟槽开挖剩余土方" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="17.70" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="83" Qdbm="040504001002" Mc="砌筑检查井" Xmtz="1.垫层、基础材质及厚度：地面操作立式闸阀井&#xA;2.勾缝、抹面要求：φ1200(DN65-DN150)&#xA;3.混凝土强度等级：详见07MS101-2" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="84" Qdbm="040503001004" Mc="管道支墩（挡墩）" Xmtz="1.混凝土强度等级：混凝土支墩 C20,含模板" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.90" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="85" Qdbm="WB040501021004" Mc="管道垫层" Xmtz="1.垫层材质：砂垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="16.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="5" Mc="厂区综合管线/雨水管道，放空、集水坑排水" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="86" Qdbm="010101003005" Mc="挖沟槽土方" Xmtz="1.土壤类别：按现场综合考虑&#xA;2.挖土深度：1.5m 以内" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="170.40" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="87" Qdbm="010103001005" Mc="回填方" Xmtz="1.密实度要求：0.96上&#xA;2.填方材料品种：沟槽开挖土方" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="143.40" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="88" Qdbm="030801001011" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="15.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="89" Qdbm="031002003007" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN200&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="90" Qdbm="031002003008" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN250&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="91" Qdbm="040103002005" Mc="余方弃置" Xmtz="1.废弃料品种：沟槽开挖剩余土方" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="27.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="92" Qdbm="040501001005" Mc="混凝土管道铺设（人机配合下管）" Xmtz="1.管道类型、管道材质：Ⅱ级钢筋混凝土管 &#xA;2.管径：d300" Gcnr="" Jsgz="按设计图示中心线长度扣除井所占长度以延长米计算" Dw="m" Sl="30.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="93" Qdbm="040501001006" Mc="混凝土管道铺设（人机配合下管）" Xmtz="1.管道类型、管道材质：Ⅱ级钢筋混凝土管 &#xA;2.管径：d400" Gcnr="" Jsgz="按设计图示中心线长度扣除井所占长度以延长米计算" Dw="m" Sl="96.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="94" Qdbm="040504009001" Mc="砖砌雨水口" Xmtz="1.雨水箅子及圈口材质、型号、规格：偏沟式单篦雨水口&#xA;2.垫层、基础材质及厚度：砖砌&#xA;3.砌筑材料品种、规格、强度等级：详见16S518,球墨铸铁支座及篦子" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="95" Qdbm="040504009002" Mc="砖砌雨水口" Xmtz="1.雨水箅子及圈口材质、型号、规格：偏沟式双篦雨水口&#xA;2.垫层、基础材质及厚度：砖砌&#xA;3.砌筑材料品种、规格、强度等级：详见16S518,球墨铸铁支座及篦子" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="96" Qdbm="WB040501021005" Mc="管道垫层" Xmtz="1.垫层材质：砂垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="27.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="97" Qdbm="WB040504010007" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：雨水检查井&#xA;2.混凝土强度等级：φ800&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.砂浆强度等级、配合比：详见12S522" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="6" Mc="厂区综合管线/污水管道" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="98" Qdbm="010101003006" Mc="挖沟槽土方" Xmtz="1.土壤类别：按现场综合考虑&#xA;2.挖土深度：1.5m 以内" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="364.94" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="99" Qdbm="010103001006" Mc="回填方" Xmtz="1.密实度要求：0.96上&#xA;2.填方材料品种：沟槽开挖土方" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="307.18" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="100" Qdbm="031001006001" Mc="塑料管" Xmtz="1.规格、压力等级：PVC-U管 De110&#xA;2.备注：阀门井排水预埋" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="50.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="101" Qdbm="040103002006" Mc="余方弃置" Xmtz="1.废弃料品种：沟槽开挖剩余土方" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="57.76" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="102" Qdbm="040501001007" Mc="混凝土管道铺设（人机配合下管）" Xmtz="1.管道类型、管道材质：Ⅱ级钢筋混凝土管 &#xA;2.管径：d300" Gcnr="" Jsgz="按设计图示中心线长度扣除井所占长度以延长米计算" Dw="m" Sl="282.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="103" Qdbm="WB040501021006" Mc="管道垫层" Xmtz="1.垫层材质：砂垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="57.76" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="104" Qdbm="WB040501027004" Mc="管道闭水试验" Xmtz="1.管径：D400mm" Gcnr="" Jsgz="按设计图示中心线长度以延长米计算，不扣除管件及阀门等所占长度" Dw="m" Sl="282.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="105" Qdbm="WB040504010008" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：污水检查井&#xA;2.混凝土强度等级：φ800&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.砂浆强度等级、配合比：详见12S522" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="7" Mc="厂区综合管线/其他" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="106" Qdbm="490105011001" Mc="拆除管道" Xmtz="1.材质：现状埋地钢管挖除&#xA;2.管径：DN800" Gcnr="" Jsgz="按拆除部位，以延长米计算" Dw="m" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="8" Mc="排泥排水池" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="107" Qdbm="030801001012" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN100&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="24.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="108" Qdbm="030801001013" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="30.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="109" Qdbm="030801001014" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN250&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="12.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="110" Qdbm="030801001015" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管&#xA;2.规格：DN600&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="111" Qdbm="030801001016" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN800&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="112" Qdbm="030804001016" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN100×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="113" Qdbm="030804001017" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="114" Qdbm="030804001018" Mc="低压碳钢管件" Xmtz="1.材质：异径管 Q235B&#xA;2.规格：DN100×DN80&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="115" Qdbm="030804001019" Mc="低压碳钢管件" Xmtz="1.材质：异径管 Q235B&#xA;2.规格：DN150×DN100&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="116" Qdbm="030804001020" Mc="低压碳钢管件" Xmtz="1.材质：三通 Q235B&#xA;2.规格：DN150×DN100&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="117" Qdbm="030804001021" Mc="低压碳钢管件" Xmtz="1.材质：三通 Q235B&#xA;2.规格：DN250×DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="118" Qdbm="030810002004" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN80,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="119" Qdbm="030810002005" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN100,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="12.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="120" Qdbm="030810002006" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="8.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="121" Qdbm="030810002007" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN250,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="122" Qdbm="030810002008" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制盲板Q235B&#xA;2.型号、规格：DN100,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="123" Qdbm="031001006002" Mc="塑料管" Xmtz="1.规格、压力等级：PVC-U管 De110&#xA;2.备注：阀门井排水预埋" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="124" Qdbm="031002001001" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="38.75" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="125" Qdbm="031002003009" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN100&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="126" Qdbm="031002003010" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="5" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="127" Qdbm="031002003011" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN250&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="128" Qdbm="031002003012" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN600&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="129" Qdbm="031002003013" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN800&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="130" Qdbm="031201001007" Mc="管道刷油" Xmtz="1.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;2.油漆品种：两底两面喷涂,即底漆二道+面漆二道,要求固化后漆膜总厚度不小于160μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="44.27" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="131" Qdbm="031201003001" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="38.75" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="132" Qdbm="490508009001" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="133" Qdbm="490508009002" Mc="不锈钢爬梯" Xmtz="1.规格型号：不锈钢爬梯" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="9" Mc="污泥浓缩池" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="134" Qdbm="030801001017" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN100&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="135" Qdbm="030801001018" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="16.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="136" Qdbm="030801001019" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="7.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="137" Qdbm="030804001022" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN100×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="138" Qdbm="030804001023" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN100×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="139" Qdbm="030804001024" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×60°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="140" Qdbm="030804001025" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="141" Qdbm="030804001026" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="142" Qdbm="030804001027" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="143" Qdbm="030804001028" Mc="低压碳钢管件" Xmtz="1.材质：排气三通 Q235B&#xA;2.规格：DN150×DN65&#xA;3.连接方式：焊接" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="144" Qdbm="030807003006" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="145" Qdbm="030807003007" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN200,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="146" Qdbm="030807003008" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="147" Qdbm="030807003009" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN200,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="148" Qdbm="030807004001" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动闸阀（含阀控箱）&#xA;2.材质：IP68防水&#xA;3.型号、规格：DN150&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="149" Qdbm="030807004002" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动闸阀（含阀控箱）&#xA;2.材质：IP68防水&#xA;3.型号、规格：DN200&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="150" Qdbm="030810002009" Mc="低压碳钢焊接法兰" Xmtz="1.材质：Q235B&#xA;2.结构形式：钢制法兰&#xA;3.型号、规格：DN100,PN10&#xA;4.连接形式、焊接方法：焊接" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="151" Qdbm="030810002010" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="152" Qdbm="030810002011" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制盲板Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="153" Qdbm="030901010001" Mc="室内消火栓" Xmtz="1.安装方式：挂壁明装&#xA;2.型号、规格：SN65,单栓单出口室内消火栓&#xA;3.附件材质、规格：参见15S202,附所需安装部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="154" Qdbm="031001001001" Mc="镀锌钢管" Xmtz="1.安装部位：室外&#xA;2.介质：冲洗水&#xA;3.规格、压力等级：镀锌钢管 DN65&#xA;4.连接形式：螺纹连接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="15.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="155" Qdbm="031002001002" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="9.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="156" Qdbm="031002003014" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN100&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="157" Qdbm="031002003015" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="7" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="158" Qdbm="031002003016" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN200&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="159" Qdbm="031201003002" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="9.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="160" Qdbm="040602007001" Mc="刮泥机" Xmtz="1.类型：NZS型中心传动浓缩机&#xA;2.规格、型号：池径D=9m,池边水深4.5m,功率N=0.55kW&#xA;3.参数：配套稳流筒、钢制工作桥及相关预埋件等所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="161" Qdbm="040602039001" Mc="堰板" Xmtz="1.材料品种：可调式出水堰板&#xA;2.厚度：厚度δ=4mm&#xA;3.备注：分块制作,配套不锈钢螺栓、螺母、垫片等安装部件" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="11.44" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="162" Qdbm="490508009003" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="10" Mc="污泥平衡池" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="163" Qdbm="030801001020" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="27.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="164" Qdbm="030804001029" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="5" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="165" Qdbm="030804001030" Mc="低压碳钢管件" Xmtz="1.材质：异径管 Q235B&#xA;2.规格：DN150×DN100&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="166" Qdbm="030804001031" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="167" Qdbm="030807003010" Mc="低压法兰阀门" Xmtz="1.名称：微阻缓闭止回阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="168" Qdbm="030807003011" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="169" Qdbm="030807003012" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：阀杆接高至井顶0.80m&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="170" Qdbm="030807003013" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="5" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="171" Qdbm="030810002012" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN100,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="172" Qdbm="030810002013" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="10.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="173" Qdbm="031002001003" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="4.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="174" Qdbm="031002003017" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="8" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="175" Qdbm="031201001008" Mc="管道刷油" Xmtz="1.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;2.油漆品种：两底两面喷涂,即底漆二道+面漆二道,要求固化后漆膜总厚度不小于160μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="4.49" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="176" Qdbm="031201003003" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="4.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="177" Qdbm="490508009004" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="178" Qdbm="490508009005" Mc="不锈钢爬梯" Xmtz="1.规格型号：不锈钢爬梯" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="179" Qdbm="WB031006002001" Mc="民用潜水排污泵安装" Xmtz="1.名称：潜水排污泵&#xA;2.规格：Q=100m3/h,H=20m,N=5.5kW&#xA;3.备注：一般工况下1用1备,最大排泥量超量排泥时2台均开启,变频调速运行,固定自耦式安装" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="180" Qdbm="WB040602054001" Mc="推进器" Xmtz="1.类型：浮筒式潜水搅拌器&#xA;2.规格、型号：叶轮直径400mm,电机功率N=4.0kW&#xA;3.参数：推流方向可调,配套浮筒、缆绳、固定桩等安装需要的所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="11" Mc="污泥脱水机房" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="181" Qdbm="030109001001" Mc="离心泵" Xmtz="1.名称：冲洗水泵&#xA;2.规格：Q=8m3/h,H=12m,N=3kW" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="12" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="182" Qdbm="030807001002" Mc="低压螺纹阀门" Xmtz="1.名称：电磁流量计&#xA;2.型号、规格：DN15,PN10" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="183" Qdbm="030807003014" Mc="低压法兰阀门" Xmtz="1.名称：电磁流量计&#xA;2.型号、规格：DN50,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="184" Qdbm="030807003015" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="185" Qdbm="030807003016" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN125,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="186" Qdbm="030807003017" Mc="低压法兰阀门" Xmtz="1.名称：微阻缓闭止回阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="187" Qdbm="030807003018" Mc="低压法兰阀门" Xmtz="1.名称：微阻缓闭止回阀&#xA;2.型号、规格：DN125,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="188" Qdbm="030807004003" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动闸板阀（含阀门控制箱）&#xA;2.型号、规格：DN100,N=2.2kW&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="189" Qdbm="030901013001" Mc="灭火器" Xmtz="1.形式：手提式灭火器，灭火器箱内放置&#xA;2.规格、型号：配MF/ABC3灭火器2具" Gcnr="" Jsgz="按设计图示数量计算" Dw="处" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="190" Qdbm="031001002001" Mc="钢管" Xmtz="1.安装部位：室内&#xA;2.规格、压力等级：Q235B焊接钢管 DN50&#xA;3.连接形式：焊接&#xA;4.压力试验及吹洗设计要求：按设计及规范要求&#xA;5.备注：含连接管件" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="15.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="191" Qdbm="031001002002" Mc="钢管" Xmtz="1.安装部位：室内&#xA;2.规格、压力等级：Q235B焊接钢管 DN100&#xA;3.连接形式：焊接&#xA;4.压力试验及吹洗设计要求：按设计及规范要求&#xA;5.备注：含连接管件" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="22.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="192" Qdbm="031001002003" Mc="钢管" Xmtz="1.安装部位：室内&#xA;2.规格、压力等级：Q235B焊接钢管 DN125&#xA;3.连接形式：焊接&#xA;4.压力试验及吹洗设计要求：按设计及规范要求&#xA;5.备注：含连接管件" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="29.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="193" Qdbm="031001002004" Mc="钢管" Xmtz="1.安装部位：室内&#xA;2.规格、压力等级：Q235B焊接钢管 DN150&#xA;3.连接形式：焊接&#xA;4.压力试验及吹洗设计要求：按设计及规范要求&#xA;5.备注：含连接管件" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="14.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="194" Qdbm="031001006003" Mc="塑料管" Xmtz="1.安装部位：室内&#xA;2.介质：给水&#xA;3.规格、压力等级：PP-R管（S5级） De20&#xA;4.连接形式：热熔连接&#xA;5.压力试验及吹洗设计要求：压力试验、管道消毒、冲洗" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="18.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="195" Qdbm="031001006004" Mc="塑料管" Xmtz="1.安装部位：室内&#xA;2.介质：给水&#xA;3.规格、压力等级：PP-R管（S5级） De25&#xA;4.连接形式：热熔连接&#xA;5.压力试验及吹洗设计要求：压力试验、管道消毒、冲洗" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="196" Qdbm="031001006005" Mc="塑料管" Xmtz="1.安装部位：室内&#xA;2.介质：给水&#xA;3.规格、压力等级：PP-R管（S5级） De63&#xA;4.连接形式：热熔连接&#xA;5.压力试验及吹洗设计要求：压力试验、管道消毒、冲洗" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="11.55" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="197" Qdbm="031001006006" Mc="塑料管" Xmtz="1.安装部位：室内&#xA;2.介质：污废水&#xA;3.规格、压力等级：UPVC排水管 De110&#xA;4.连接形式：承插粘接&#xA;5.压力试验及吹洗设计要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="16.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="198" Qdbm="031001006007" Mc="塑料管" Xmtz="1.安装部位：室内&#xA;2.介质：污废水&#xA;3.规格、压力等级：UPVC排水管 De160&#xA;4.连接形式：承插粘接&#xA;5.压力试验及吹洗设计要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="7.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="199" Qdbm="031001006008" Mc="塑料管" Xmtz="1.安装部位：室内&#xA;2.规格、压力等级：UPVC化工管 De25,PN16" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="30.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="200" Qdbm="031002001004" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="98.56" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="201" Qdbm="031003012001" Mc="倒流防止器" Xmtz="1.材质：铸铁&#xA;2.规格：DN50&#xA;3.连接形式：含倒流防止器、水表、前后阀门、过滤器、软接头等，详见图集" Gcnr="" Jsgz="按设计图示数量计算" Dw="组" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="202" Qdbm="031004003001" Mc="洗脸盆" Xmtz="1.材质：中等陶瓷&#xA;2.规格、类型：自闭式水嘴洗手盆-带不锈钢扶手&#xA;3.组装形式：含挂墙洗脸盆、自闭式水嘴、角阀、托架等全部工作内容" Gcnr="" Jsgz="按设计图示数量计算" Dw="组" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="203" Qdbm="031004014001" Mc="给、排水附（配）件" Xmtz="1.材质：不锈钢地漏&#xA;2.型号、规格：DN150" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="204" Qdbm="031201001009" Mc="管道刷油" Xmtz="1.名称：管道内防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：底漆一道+底漆一道+面漆一道+面漆一道,两道底漆干膜厚度大于100μm,两道面漆干膜厚度大于120μm,总干膜厚度大于220μm" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="27.24" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="205" Qdbm="031201001010" Mc="管道刷油" Xmtz="1.名称：管道外防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：采用二布四油喷涂,即底漆一道+布一道+面漆一道+布一道+面漆二道,其中布为10×10脱脂玻璃纤维布,要求固化后漆膜总厚度不小于420μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="29.29" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="206" Qdbm="031201003004" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="98.56" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="207" Qdbm="040602012001" Mc="高效絮凝器" Xmtz="1.类型：高效絮凝器&#xA;2.规格、型号：Q=2~3.5m3/h,N=0.75kW&#xA;3.参数：与单台脱水主机对应运行" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="208" Qdbm="040602026001" Mc="污泥脱水机" Xmtz="1.类型：涡流固液分离脱水机&#xA;2.规格、型号：Q=2~3.5m3/h,N=3.7kW&#xA;3.参数：脱水机进泥浓度3~5%,脱水后泥饼含固率≥20%,配套提供絮凝浓缩系统、进料系统、PAM制备稀释投加系统、出料系统、污泥料仓等附属设施,配套污泥流量计、污泥浓度计,并由污泥脱水成套控制柜完成控制。" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="209" Qdbm="WB030701004001" Mc="通风机安装" Xmtz="1.名称：轴流风机&#xA;2.规格：Q=6595m/h,P=151Pa,电机功率N=0.37kW" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="210" Qdbm="WB040602056001" Mc="加药设备" Xmtz="1.类型：PAM药剂制备装置&#xA;2.规格、型号：溶药能力1~4kg/h,N=2.2kW,制备浓度0.5%,投加浓度0.2%&#xA;3.参数：含药剂制备、在线稀释、投加系统,配套阀门、流量计等相关附件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="211" Qdbm="WB040602056002" Mc="加药设备" Xmtz="1.类型：PAM投加螺杆泵&#xA;2.规格、型号：Q=0.3~1.2m3/h,H=0.6bar,N=0.75kW&#xA;3.参数：2用1备,变频" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="212" Qdbm="WB040602056003" Mc="加药设备" Xmtz="1.类型：无轴螺旋输送机" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="213" Qdbm="WB040602056004" Mc="污泥料仓" Xmtz="1.类型：污泥料仓&#xA;2.规格、型号：有效容积30m3&#xA;3.参数：配套卸料螺旋、料位计等附件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="214" Qdbm="WB040602058001" Mc="污泥浓缩机" Xmtz="1.类型：高效斜板浓缩系统&#xA;2.规格、型号：Q=3~5m3/h,N=1.85kW&#xA;3.参数：与单台脱水主机对应运行,系统进泥浓度2~3%,浓缩后湿污泥浓度3~5%,配套浓缩后污泥浓度计。" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="215" Qdbm="WB040602058002" Mc="无油静音空压机" Xmtz="1.类型：无油静音空压机&#xA;2.规格、型号：Q=0.03m3/h,P=0.7MPa,N=1.1kW" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="216" Qdbm="WB040602060001" Mc="污泥进料螺杆泵" Xmtz="1.类型：污泥进料螺杆泵&#xA;2.规格、型号：Q=2~3.5m3/h,H=0.6bar,N=4kW&#xA;3.参数：与单台脱水主机对应运行,变频,自带进出阀门" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="217" Qdbm="WB040602060002" Mc="污泥输送机" Xmtz="1.类型：干污泥输送螺杆泵&#xA;2.规格、型号：Q=0.3~1.2m3/h,H=16bar,N=7.5kW&#xA;3.参数：变频,与单台脱水机对应运行,由污泥脱水机PLC控制启停,也可现场按钮箱控制;自带污泥斗,配套缓冲料斗、过渡连接斗、料位计等附件,污泥脱水系统成套供货。" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="1" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="2" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="3" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="4" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="5" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="6" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="7" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="8" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="9" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="10" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="11" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="12" Dwgcmc="中心城区二水厂-电控系统 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0FCDEAD1EF79859506" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="强电" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="030404016001" Mc="控制箱" Xmtz="1.名称：现场按钮箱&#xA;2.型号：JXF型 350X400X200&#xA;3.规格：详见设计图纸" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="18" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="030404016002" Mc="控制箱" Xmtz="1.名称：FJX轴流风机控制箱&#xA;2.规格：详见设计图纸" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="030404017001" Mc="配电箱" Xmtz="1.名称：配电箱~1AP&#xA;2.型号：非标定制&#xA;3.规格：详见设计图纸电气系统图&#xA;4.安装方式：落地安装" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="030404017002" Mc="配电箱" Xmtz="1.名称：浓缩池检修插座箱CZX&#xA;2.规格：详见设计图纸" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="030404017003" Mc="配电箱" Xmtz="1.名称：检修插座箱CX1&#xA;2.规格：详见设计图纸" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="030406006001" Mc="低压交流异步电动机" Xmtz="1.名称：电动机检查接线&#xA;2.型号：交流异步电动机检&#xA;3.容量(kW)：功率（kw）≤15&#xA;4.电压等级(kV)：1kV 以下交流" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="22" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="030408001001" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-4x2.5&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="30.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="030408001002" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-4x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="200.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="030408001003" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-5x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="150.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="030408001004" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-5x6&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="100.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="030408001005" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：BPYJVP-1kV-3x4+3x1.5&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="200.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="030408003001" Mc="电缆保护管" Xmtz="1．名称：电缆保护管&#xD;&#xA;2．材质：玻璃钢管&#xD;&#xA;3．规格：DN100&#xD;&#xA;4．敷设方式：埋地敷设，含管枕" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="52.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="030408006001" Mc="电力电缆头" Xmtz="1.名称：电力电缆头&#xA;2.规格：电缆截面(mm2) ≤35&#xA;3.材质、类型：铜&#xA;4.安装部位：室内" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="030408006002" Mc="电力电缆头" Xmtz="1.名称：电力电缆头&#xA;2.规格：电缆截面(mm2) ≤240&#xA;3.材质、类型：铜&#xA;4.安装部位：室内" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="030411001001" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="10.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="030411001002" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC32/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="2500.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="030411003001" Mc="桥架" Xmtz="1.型号：非消防强电金属桥架&#xA;2.规格：200*100&#xA;3.材质：金属&#xA;4.类型：槽式&#xA;5.接地方式：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="38.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="030413001001" Mc="铁构件" Xmtz="1.名称：电缆桥架支撑架&#xA;2.材质：型钢" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.038" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="030408001006" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-3x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="12.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="030412004001" Mc="装饰灯" Xmtz="1.名称：庭院灯&#xA;2.规格：LED 35W,L=3000&#xA;3.备注：IP65,配套灯杆、基础等" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="030414002001" Mc="送配电装置系统" Xmtz="1.电压等级(kV)：1kV 以下交流&#xA;2.类型：输配电装置系统调试" Gcnr="" Jsgz="按设计图示系统计算" Dw="系统" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="040101002001" Mc="挖沟槽土方" Xmtz="1.土壤类别：踏勘现场，自行确定&#xA;2.挖土深度：详见图纸&#xA;3.开挖方式：机械开挖，含人工清底" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="11.30" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求：满足规范要求&#xA;2.填方材料要求：素土回填&#xA;3.取土点、运距、土方来源费用：开挖出土石方回填" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="7.76" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="040103002001" Mc="余方弃置" Xmtz="1.废弃料品种：余土&#xA;2.运距：自行考虑" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="3.54" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="WB030413004001" Mc="基础槽钢" Xmtz="1.名称：基础槽钢&#xA;2.规格：10#&#xA;3.材质：槽钢" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="18.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="WB040501021001" Mc="管道垫层" Xmtz="1.垫层材质及厚度：C20垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.81" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="WB040501023001" Mc="非定型混凝土管道基础" Xmtz="1.基础材质及厚度：C25商品混凝土" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="2.73" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="WB040501024001" Mc="管道基础模板" Xmtz="1.材质：复合木模板&#xA;2.使用部位：管座" Gcnr="" Jsgz="按设计图示尺寸按混凝土和模版的接触面以平方米计算" Dw="m2" Sl="6.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="防雷接地" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="29" Qdbm="030409001001" Mc="接地极" Xmtz="1.材质：不锈钢角钢&#xA;2.规格：L63x63x5 l=2500mm&#xA;3.土质：综合考虑" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="030409002001" Mc="接地母线" Xmtz="1.名称：不锈钢扁钢&#xA;2.规格：-40*4" Gcnr="" Jsgz="按设计图示尺寸以长度计算（含附加长度）" Dw="m" Sl="95.91" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="030409004001" Mc="均压环" Xmtz="1.名称：接地干线&#xA;2.材质：利用基础主筋" Gcnr="" Jsgz="按设计图示尺寸以长度计算（含附加长度）" Dw="m" Sl="334.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="030409008001" Mc="等电位端子箱、测试板" Xmtz="1.名称：总等电位箱&#xA;2.规格：MEB" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="030409008002" Mc="等电位端子箱、测试板" Xmtz="1.名称：预埋热镀锌钢板&#xA;2.规格：100x100x8" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="030414011001" Mc="接地装置" Xmtz="1.名称：接地系统测试&#xA;2.类别：接地网" Gcnr="" Jsgz="1．以系统计量，按设计图示系统计算2．以组计量，按设计图示数量计算。" Dw="系统" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="中控系统" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="35" Qdbm="030411001003" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="030411001004" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：金属软管&#xA;3.规格：DN25&#xA;4.配置要求：明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="10.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="030502005001" Mc="双绞线缆" Xmtz="1.名称：六类屏蔽双绞线&#xA;2.工程量暂定，待集成商进行深化后确定,以实际测量为准,按实结算" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="38" Qdbm="030502007001" Mc="光缆" Xmtz="1.名称：4芯铠装多模光纤&#xA;2.工程量暂定，待集成商进行深化后确定,以实际测量为准,按实结算" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="030608006001" Mc="网络系统及设备联调" Xmtz="1.名称：排泥水系统设备联动调试及试运行" Gcnr="" Jsgz="按设计图示数量计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="5" Mc="PLC控制系统" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="40" Qdbm="030411001005" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="220.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="41" Qdbm="030411001006" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC32/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="100.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="030411001007" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：金属软管&#xA;3.规格：DN25&#xA;4.配置要求：明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="6.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="030411001008" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：金属软管&#xA;3.规格：DN32&#xA;4.配置要求：明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="8.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="030411003002" Mc="桥架" Xmtz="1.型号：弱电桥架&#xA;2.规格：100*50&#xA;3.材质：金属&#xA;4.类型：槽式&#xA;5.接地方式：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="38.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="030413001002" Mc="铁构件" Xmtz="1.名称：电缆桥架支撑架&#xA;2.材质：型钢" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.013" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="030601004001" Mc="流量仪表" Xmtz="1.名称：分体式电磁流量计&#xA;2.规格：传感器:DN150,四线制 4~20mA输出,防护等级:IP68,变送器:AC220供电,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="030601005001" Mc="物位检测仪表" Xmtz="1.名称：分体式超声波液位计&#xA;2.规格：传感器:0~6m,四线制 4~20mA输出,防护等级:IP68,变送器:AC220供电,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按图示数量计算" Dw="台" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="48" Qdbm="030601005002" Mc="物位检测仪表" Xmtz="1.名称：分体式超声波液位计&#xA;2.规格：传感器:0~10m,四线制 4~20mA输出,防护等级:IP68，变送器:AC220供电,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按图示数量计算" Dw="台" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="49" Qdbm="030605001001" Mc="过程分析仪表" Xmtz="1.名称：污泥浓度在线分析仪&#xA;2.规格：0~50g/L,四线制 4~20mA输出,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="50" Qdbm="030608003001" Mc="组件、卡件（网络设备）" Xmtz="1.名称：工业以太网交换机" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="51" Qdbm="030610001001" Mc="盘、箱、柜" Xmtz="1.名称：仪表箱&#xA;2.规格：HxWxD=500mmx400mmx250mm (材质:304不锈钢,IP55)" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="11" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="52" Qdbm="WB030509010001" Mc="浪涌保护器" Xmtz="1.名称：电源防雷模块&#xA;2.技术参数：~220V仪表电源防雷模块" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="11" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="53" Qdbm="WB030509010002" Mc="浪涌保护器" Xmtz="1.名称：信号隔离模块&#xA;2.技术参数：单通道,4~20mA输入/4~20mA输出隔离器" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="11" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="54" Qdbm="WB030612001001" Mc="自动化线路敷设" Xmtz="1.名称：屏蔽电缆&#xA;2.规格：DJYPVP 2x2x1.5&#xA;3.敷设方式：电缆沟及管内敷设" Gcnr="" Jsgz="1.以米计量，按设计图示尺寸以长度计算（含预留长度及附加长度）2.按设计图示尺寸以根计算" Dw="m" Sl="400.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="55" Qdbm="WB030612001002" Mc="自动化线路敷设" Xmtz="1.名称：屏蔽电缆&#xA;2.规格：DJYPVP 4x2x1.5&#xA;3.敷设方式：电缆沟及管内敷设" Gcnr="" Jsgz="1.以米计量，按设计图示尺寸以长度计算（含预留长度及附加长度）2.按设计图示尺寸以根计算" Dw="m" Sl="50.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="56" Qdbm="WB030612001003" Mc="自动化线路敷设" Xmtz="1.名称：屏蔽电缆&#xA;2.规格：Modbus通讯电缆&#xA;3.敷设方式：电缆沟及管内敷设&#xA;4.备注：工程量暂定" Gcnr="" Jsgz="1.以米计量，按设计图示尺寸以长度计算（含预留长度及附加长度）2.按设计图示尺寸以根计算" Dw="m" Sl="100.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
  </Dxgcxx>
  <Dxgcxx Dxgcmc="中心城区五水厂" Dxgcbh="13" Je="0" Bkjzf="0" Aqwmf="0" Zgj="0" Jzmj="0" Aqsczrbxf="0">
    <Dwgcxx Dwgcbh="14" Dwgcmc="中心城区五水厂-中和池  市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F4BA84D038E19FF43" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101001001" Mc="平整场地" Xmtz="1.土壤类别：详见地质勘察报告、图纸说明及现场实际情况" Gcnr="" Jsgz="按建筑物首层建筑面积，以面积计算" Dw="m2" Sl="151.23" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="393.13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040102003001" Mc="挖基坑石方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算。" Dw="m3" Sl="917.32" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="703.02" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="040103002001" Mc="机械运土石方" Xmtz="1.土壤类别：现场开挖的土方、石方，具体详见地质勘查报告&#xA;2.运距：综合考虑现场开挖的土石方，外运弃置，运距自定。" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="607.43" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="基坑支护" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="6" Qdbm="WB040701021001" Mc="坡面清理" Xmtz="1.部位：基坑侧壁切削清坡，满足挂网喷浆要求&#xA;2.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="81.13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="010202009001" Mc="喷射混凝土" Xmtz="1.部位：坡面、坡顶及坡脚&#xA;2.厚度：80mm&#xA;3.混凝土类别、强度等级：C20细石商品砼&#xA;4.备注：挂网喷浆，具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="81.13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="040302007001" Mc="土钉钻孔、注浆" Xmtz="1.部位：土钉钻孔、注浆&#xA;2.地层情况：素填土、强风化粉砂岩土钉成孔孔径为90mm，&#xA;3.浆液种类、强度等级：注浆材料采用P.O42.5水泥净浆,水泥水灰比为0.50~0.55,注浆压力控制在不少于0.60Mpa。水泥浆须拌和均匀,随拌随用,一次拌合的水 泥浆须在初凝前用完,浆液不含影响水泥正常凝结与硬化的有害&#xA;物质,注浆量应达到理论注浆量1.0-1.2倍,并及时补浆。&#xA;5.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以钻孔深度计算" Dw="m" Sl="37.55" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="WB040302014001" Mc="土钉制安" Xmtz="1.部位：钢管土钉&#xA;2.材料种类、规格：Φ18钢筋加工制作，基坑顶部锚固钢管土钉间距1.5m，竖直向下。基坑立面间距2.0m,&#xA;3.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="0.064" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="WB040302022001" Mc="挂钢筋网" Xmtz="1.部位：喷射砼面钢筋&#xA;2.钢筋种类、规格：钢筋网片，包括坡面钢筋、加强筋及坡顶固定钢筋等&#xA;3.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="0.352" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="010515001001" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：HPB300一级钢筋，φ10以内" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.017" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="010515001002" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：HRB400三级钢筋，φ18" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.115" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="040309009001" Mc="排（泄）水管" Xmtz="1.部位：喷射砼面处泄水孔&#xA;2.材料品种：级配砾石及滤网布&#xA;3.管径：φ50PVC塑料管，长度＞500mm&#xA;4.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="个" Sl="13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="010404001001" Mc="垫层" Xmtz="1.部位：排水沟、截水沟、集水坑垫层&#xA;2.材料品种及比例：C15商品砼(非泵送)" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="4.27" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="010401014001" Mc="砖地沟、明沟" Xmtz="1.部位：排水沟、截水沟、集水坑&#xA;2.砖品种、规格、强度级：MU15砼标准砖&#xA;3.砂浆强度级：M10水泥砂浆&#xA;4.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="9.65" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="011201001001" Mc="抹灰" Xmtz="1.工程部位：排水沟、截水沟及集水坑沟壁、沟底等抹灰&#xA;2.找平层厚度、砂浆配合比：10厚1:2水泥砂浆抹面" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="15.48" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="040205012001" Mc="安全护栏" Xmtz="1.部位：基坑顶部安全护栏&#xA;2.规格：防护高度1200mm&#xA;3.做法：横向3道φ48×3.0钢管@500mm，竖向φ48×3.0钢管@1500mm，锚入地下大于500mm&#xA;4.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计图示以长度计算" Dw="m" Sl="53.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="WB041108005001" Mc="沉降观测点" Xmtz="1.规范要求：支护结构及周边建筑、道路沉降观测点&#xA;2.备注：具体做法详见图纸设计" Gcnr="" Jsgz="按设计要求以个计算" Dw="个" Sl="17" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="040203007001" Mc="地表硬化" Xmtz="1.混凝土强度等级：C20现浇混凝土&#xA;2.厚度：60mm&#xA;3.备注：坡后2.0米地表" Gcnr="" Jsgz="按设计图示尺寸以面积计算，不扣除各类井所占面积，带平石的面层应扣除平石所占面积" Dw="m2" Sl="106.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="水处理构筑物（钢筋混凝土工程）" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="20" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="14.05" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="82.86" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="040601007001" Mc="现浇混凝土池壁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="63.09" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="040601009001" Mc="现浇混凝土池梁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.02" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="040601011001" Mc="现浇混凝土板" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="22.93" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="010515001003" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：直径≤φ10内，HPB300" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.060" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ8，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.284" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ10，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.075" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ12，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="6.736" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="WB040601031004" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ14，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="8.295" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="WB040601031005" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ16，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.166" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="WB040601031006" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ18，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.114" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="WB040601031007" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ20，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.033" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="WB040601031008" Mc="止水螺栓" Xmtz="1.部位：混凝土池壁&#xD;&#xA;2.种类：穿墙止水螺栓&#xD;&#xA;3.备注：做法及规格详见图纸说明。" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.884" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="040601028001" Mc="柔性防水" Xmtz="1.材料品种、规格：水池壁板、梁及底板迎水面刷DPS水基渗透无机防水剂两遍&#xA;2.备注：具体做法参照《水基渗透型&#xA;无机防水剂防水构造》皖2011J218图集水池防水构造做法执行。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="315.70" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="040601029001" Mc="沉降（施工）缝" Xmtz="1．材料品种：-400*3钢板止水带" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m" Sl="46.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="040601030001" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：中和池" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="303.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="040303002001" Mc="混凝土二次浇筑" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="10.88" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="38" Qdbm="WB041111006001" Mc="砖砌支墩" Xmtz="1.砖品种、规格、强度级：Mu20砼标准砖&#xA;2.部位：现场制作，" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.80" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="011201001002" Mc="一般抹灰" Xmtz="1.找平层厚度、砂浆配合比：10厚1:2水泥砂浆抹面" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="5.23" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="40" Qdbm="011102001001" Mc="石材楼地面" Xmtz="1、面层材料品种、规格、颜色：20厚火烧板面石材板,水泥浆擦缝&#xA;2、结合层厚度、砂浆配合比或粘接剂种类：30mm厚1:3干硬性水泥砂浆结合层,表面撒水泥粉&#xA;3.基层处理：现浇钢筋混凝土楼板、水.泥浆一道(内掺建筑胶)&#xA;4.部位：露天的各池体顶板、走道板、混凝土起吊架、室外楼梯等，详见图纸设计及说明。" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="87.22" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="其他项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="41" Qdbm="WB040307017001" Mc="不锈钢栏杆安装" Xmtz="1.部位：走道、平台栏杆，H=1200mm&#xA;2.栏杆材料种类、规格、品牌：PB29，详细做法详22J403-1-(PB29/3-41)&#xA;3.固定配件种类：详细做法详22J403-1-(PB29/3-41)" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="11.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板,&#xA;2.备注：按展开面积计算" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="3.86" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="5" Mc="L措施项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="43" Qdbm="011701002001" Mc="脚手架" Xmtz="1.搭设方式：符合图纸设计和规范要求&#xA;2.搭设高度：详见图纸设计&#xA;3.脚手架材质：插型盘扣式钢管" Gcnr="" Jsgz="按外墙中心线乘以高度的垂直投影面积计算" Dw="m2" Sl="502.36" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="WB040303028001" Mc="基础模板" Xmtz="1.基础类型：筏板、集水坑、垫层、设备基础、二次浇筑模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="40.13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="041102035001" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：4.5m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="372.56" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="WB041102044001" Mc="其他现浇构件模板（现浇混凝土池梁）" Xmtz="1.构件类型：现浇混凝土梁&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="29.23" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="WB041102045001" Mc="其他现浇构件模板（现浇混凝土板）" Xmtz="1.构件类型：现浇混凝土板&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="67.36" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="48" Qdbm="WB041107003001" Mc="施工排水" Xmtz="1.排水方式、时间：施工单位综合施工现场实际及时间综合考虑排水方式，中标后不予调整。" Gcnr="" Jsgz="1.按排水体积以立方米计算2.按地质报告说明的地下水位以下的需排水的沟槽、基坑的体积以立方米计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="49" Qdbm="011705001001" Mc="大型机械设备进出场及安拆" Xmtz="1.机械设备名称:五水厂所需挖掘机及其他设备等进出场及安拆费&#xA;2.备注:根据施工方案及现场实际情况，投标单位综合考虑" Gcnr="" Jsgz="按使用机械设备的数量计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="15" Dwgcmc="中心城区五水厂-污泥浓缩池  市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F4BA84D038E19FF43" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101001001" Mc="平整场地" Xmtz="1.土壤类别：详见地质勘察报告、图纸说明及现场实际情况" Gcnr="" Jsgz="按建筑物首层建筑面积，以面积计算" Dw="m2" Sl="75.96" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="660.34" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="23.18" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="040103002001" Mc="机械运土方" Xmtz="1.土壤类别：现场开挖的土方，具体详见地质勘查报告&#xA;2.运距：现场开挖的土方，外运弃置，运距自定" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="637.16" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="010201001001" Mc="换填垫层" Xmtz="1.材料种类及配比：土夹石(其中碎石、卵石占全重的40%)&#xA;2.压实系数：压实系数≥0.97,符合设计规范要求&#xA;3.备注：分层均匀换填,分层厚度300mm，" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="484.39" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="010201001002" Mc="换填垫层" Xmtz="1.材料种类及配比：C20商品砼&#xA;2.压实系数：符合设计规范要求&#xA;3.备注：污泥浓缩池池底垫层下位置，具体深度见图纸设计。" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="90.54" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="水处理构筑物（钢筋混凝土工程）-补1" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="7" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="28.32" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池池底" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="22.92" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="040601006002" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：阀门井池底、集水坑等。" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="4.15" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="040601007001" Mc="现浇混凝土池壁（隔墙）" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="26.47" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="040601007002" Mc="现浇混凝土池壁（隔墙）" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：阀门井。" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="5.02" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="040601014001" Mc="混凝土导流壁、筒" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6&#xA;3.备注：污泥浓缩池导流渠及集水坑" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="9.09" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="040601008001" Mc="现浇混凝土池柱" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="5.67" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="040601009001" Mc="现浇混凝土池梁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.64" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="040601011001" Mc="现浇混凝土板" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="1.68" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="010515001001" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：直径≤φ10内，HPB300" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.028" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ8，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.403" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ10，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="1.145" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ12，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="4.356" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="WB040601031004" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ14，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="3.893" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="WB040601031005" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ16，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.059" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="WB040601031006" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ18，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.092" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="WB040601031007" Mc="构筑物钢筋制作" Xmtz="1.部位：混凝土池壁&#xD;&#xA;2.种类：穿墙止水螺栓&#xD;&#xA;3.备注：做法及规格详见图纸说明。" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.667" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="040601028001" Mc="柔性防水" Xmtz="1.材料品种、规格：水池壁板、梁及底板迎水面刷DPS水基渗透无机防水剂两遍&#xA;2.备注：具体做法参照《水基渗透型&#xA;无机防水剂防水构造》皖2011J218图集水池防水构造做法执行。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="145.61" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="040601029001" Mc="沉降（施工）缝" Xmtz="1．材料品种：-400*3钢板止水带" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m" Sl="31.04" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="040601030001" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：污泥浓缩池" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="90.43" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="040601030002" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：阀门井" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="8.42" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="040303002001" Mc="混凝土二次浇筑" Xmtz="1.混凝土强度等级商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="0.72" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="WB040501023001" Mc="非定型混凝土管道基础" Xmtz="1.基础材质及厚度：预埋钢管环包150mm&#xA;2.商品混凝土强度等级：C25素砼" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.42" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="WB011101007001" Mc="二次找坡" Xmtz="1.找平层厚度、混凝土强度等级：细石混凝土二次找坡" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="22.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="WB041111006001" Mc="砖砌支墩" Xmtz="1.砖品种、规格、强度级：Mu20砼标准砖&#xA;2.砂浆强度级：Ms10水泥砂浆(预拌砂浆)&#xA;3.部位：现场制作，" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="011201001001" Mc="一般抹灰" Xmtz="1.找平层厚度、砂浆配合比：10厚1:2水泥砂浆抹面" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="4.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="WB040303054001" Mc="预埋钢板" Xmtz="1.材料种类：预埋钢板&#xA;2.材料规格：300x200x15" Gcnr="" Jsgz="按设计图示尺寸以质量计算" Dw="t" Sl="0.028" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="011102001001" Mc="石材楼地面" Xmtz="1、面层材料品种、规格、颜色：20厚火烧板面石材板,水泥浆擦缝&#xA;2、结合层厚度、砂浆配合比或粘接剂种类：30mm厚1:3干硬性水泥砂浆结合层,表面撒水泥粉&#xA;3.基层处理：现浇钢筋混凝土楼板、水.泥浆一道(内掺建筑胶)&#xA;4.部位：露天的各池体顶板、走道板、混凝土起吊架、室外楼梯等，详见图纸设计及说明。" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="19.88" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="其他项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="35" Qdbm="010606008001" Mc="钢梯" Xmtz="1.钢梯形式：楼梯做法T1A10a-3.0余同，详国15J401-1/A4" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="1.242" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="WB040307017001" Mc="不锈钢栏杆安装" Xmtz="1.部位：走道、平台栏杆，H=1200mm&#xA;2.栏杆材料种类、规格、品牌：详细做法详22J403-1-(B5/2-9)&#xA;3.固定配件种类：详细做法详22J403-1-(B5/2-9)" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="45.53" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板,&#xA;2.备注：按展开面积计算" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="3.39" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="措施项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="38" Qdbm="011701002001" Mc="脚手架" Xmtz="1.搭设方式：符合图纸设计和规范要求&#xA;2.搭设高度：详见图纸设计&#xA;3.脚手架材质：插型盘扣式钢管" Gcnr="" Jsgz="按外墙中心线乘以高度的垂直投影面积计算" Dw="m2" Sl="198.56" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="WB040303028001" Mc="基础模板" Xmtz="1.基础类型：筏板、集水坑、垫层、设备基础、二次浇筑模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="10.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="40" Qdbm="041102034001" Mc="现浇混凝土池底模板" Xmtz="1.基础类型：池底模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="82.79" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="41" Qdbm="041102035001" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：5.0&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="182.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="041102035002" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="40.13" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="WB041102043001" Mc="其他现浇构件模板（现浇混凝土池柱）" Xmtz="1.构件类型：现浇混凝土暗柱&#xA;2.支模高度：5.0m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="18.54" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="WB041102044001" Mc="其他现浇构件模板（现浇混凝土池梁）" Xmtz="1.构件类型：现浇混凝土梁&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="10.94" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="WB041102045001" Mc="其他现浇构件模板（现浇混凝土板）" Xmtz="1.构件类型：现浇混凝土板&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="27.65" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="WB041102047001" Mc="其他现浇构件模板（导流墙、筒）" Xmtz="1.构件类型：现浇混凝土  导流渠" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="37.30" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="WB041107003001" Mc="施工排水" Xmtz="1.排水方式、时间：施工单位综合施工现场实际及时间综合考虑排水方式，中标后不予调整。" Gcnr="" Jsgz="1.按排水体积以立方米计算2.按地质报告说明的地下水位以下的需排水的沟槽、基坑的体积以立方米计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="16" Dwgcmc="中心城区五水厂-污泥平衡池 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F4BA84D038E19FF43" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="土石方工程" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101001001" Mc="平整场地" Xmtz="1.土壤类别：详见地质勘察报告、图纸说明及现场实际情况" Gcnr="" Jsgz="按建筑物首层建筑面积，以面积计算" Dw="m2" Sl="75.96" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="040101003001" Mc="挖基坑土方" Xmtz="1.土壤类别：详见地质勘察报告及现场实际情况&#xA;2.备注：综合考虑" Gcnr="" Jsgz="按设计图示尺寸基坑底面积乘以挖土深度，以体积计算" Dw="m3" Sl="38.86" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="040103001001" Mc="回填方" Xmtz="1.密实度要求:分层夯填,每次回填厚度≤250mm，压实系数≥0.94&#xA;2.填方材料品种:采用渗透系数小的粘性土、灰土或浇筑预拌流态固化土、素混凝土等弱透水材料实回填,&#xA;3.填方粒径要求:符合设计规范要求&#xA;4.备注:水池周边地表应设置粘性土、灰土等弱透水材料。含取土、运输、回填、夯实等所有费用" Gcnr="" Jsgz="1.按挖方清单项目工程量加原地面线至设计要求标高间的体积，减基础、构筑物等埋入体积计算&#xA;2.按设计图示尺寸以体积计算" Dw="m3" Sl="20.59" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="040103002001" Mc="机械运土方" Xmtz="1.土壤类别：现场开挖的土方，具体详见地质勘查报告&#xA;2.运距：现场开挖的土方，外运弃置，运距自定" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="106.83" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="水处理构筑物（钢筋混凝土工程）" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="5" Qdbm="040303001001" Mc="混凝土垫层" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="4.33" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="040303002001" Mc="钢梯基础" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="0.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="040601006001" Mc="现浇混凝土池底" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="10.62" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="040601007001" Mc="现浇混凝土池壁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="30.77" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="040601009001" Mc="现浇混凝土池梁" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）&#xA;2.防水、抗渗要求：P6" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.44" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="040601011001" Mc="现浇混凝土板" Xmtz="1.混凝土强度等级：商品混凝土C30（泵送）" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="3.59" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="010515001001" Mc="现浇构件钢筋" Xmtz="1.钢筋种类、规格：直径≤φ10内，HPB300" Gcnr="" Jsgz="按设计图示钢筋长度乘以单位理论质量计算" Dw="t" Sl="0.001" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="WB040601031001" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ8，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.166" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="WB040601031002" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ10，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.605" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="WB040601031003" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ12，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="4.208" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="WB040601031004" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ14，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.276" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="WB040601031005" Mc="构筑物钢筋制作" Xmtz="1.钢筋种类、规格：直径φ16，HRB400" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.035" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="WB040601031006" Mc="止水螺栓" Xmtz="1.部位：混凝土池壁&#xD;&#xA;2.种类：穿墙止水螺栓&#xD;&#xA;3.备注：做法及规格详见图纸说明。" Gcnr="" Jsgz="按设计图示尺寸以重量计算" Dw="t" Sl="0.555" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="040601028001" Mc="柔性防水" Xmtz="1.材料品种、规格：水池壁板、梁及底板迎水面刷DPS水基渗透无机防水剂两遍&#xA;2.备注：具体做法参照《水基渗透型&#xA;无机防水剂防水构造》皖2011J218图集水池防水构造做法执行。" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="136.04" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="040601029001" Mc="沉降（施工）缝" Xmtz="1．材料品种：-400*3钢板止水带" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m" Sl="29.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="040601030001" Mc="井、池渗漏试验" Xmtz="1.构筑物名称：污泥平衡池" Gcnr="" Jsgz="按设计图示储水尺寸以体积计算" Dw="m3" Sl="67.66" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="040303002002" Mc="混凝土二次浇筑" Xmtz="1.混凝土强度等级：商品混凝土C20（泵送）&#xA;2.备注：做法及内置预埋件参见国标15J401，M-3a/A32" Gcnr="" Jsgz="按设计图示尺寸以实体体积计算" Dw="m3" Sl="10.41" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="011102001001" Mc="石材楼地面" Xmtz="1、面层材料品种、规格、颜色：20厚火烧板面石材板,水泥浆擦缝&#xA;2、结合层厚度、砂浆配合比或粘接剂种类：30mm厚1:3干硬性水泥砂浆结合层,表面撒水泥粉&#xA;3.基层处理：现浇钢筋混凝土楼板、水.泥浆一道(内掺建筑胶)&#xA;4.部位：露天的各池体顶板、走道板、混凝土起吊架、室外楼梯等，详见图纸设计及说明。" Gcnr="" Jsgz="按设计图示尺寸，以面积计算" Dw="m2" Sl="16.29" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="其他项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="23" Qdbm="010606008001" Mc="钢梯" Xmtz="1.钢梯形式：楼梯做法T1A10a-3.0余同，详国15J401-1/A4" Gcnr="" Jsgz="按设计图示尺寸，以质量计算" Dw="t" Sl="0.414" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="WB040307017001" Mc="不锈钢栏杆安装" Xmtz="1.部位：走道、平台栏杆，H=1200mm&#xA;2.栏杆材料种类、规格、品牌：详细做法详22J403-1-(B5/2-9)&#xA;3.固定配件种类：详细做法详22J403-1-(B5/2-9)" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="20.12" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="WB041101017001" Mc="不锈钢盖板" Xmtz="1.材料品种：4mm厚不锈钢盖板,&#xA;2.备注：按展开面积计算" Gcnr="" Jsgz="按设计图示以面积及使用时间计算" Dw="m2" Sl="7.76" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="措施项目" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="26" Qdbm="011701002001" Mc="脚手架" Xmtz="1.搭设方式：符合图纸设计和规范要求&#xA;2.搭设高度：详见图纸设计&#xA;3.脚手架材质：插型盘扣式钢管" Gcnr="" Jsgz="按外墙中心线乘以高度的垂直投影面积计算" Dw="m2" Sl="118.75" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="WB040303028001" Mc="基础模板" Xmtz="1.基础类型：筏板、集水坑、垫层、设备基础、二次浇筑模板" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="6.70" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="041102035001" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：4.35m&#xA;3.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="181.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="WB041102044001" Mc="其他现浇构件模板（现浇混凝土池梁）" Xmtz="1.构件类型：现浇混凝土梁&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="13.53" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="041102035002" Mc="现浇混凝土池壁（隔墙）模板" Xmtz="1.构件类型：现浇混凝土池壁模板&#xA;2.支模高度：1.5m" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="27.52" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="WB041102045001" Mc="其他现浇构件模板（现浇混凝土板）" Xmtz="1.构件类型：现浇混凝土板&#xA;2.备注：含超高支模费" Gcnr="" Jsgz="按混凝土与模板接触面的面积计算" Dw="m2" Sl="8.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="WB041107003001" Mc="施工排水" Xmtz="1.排水方式、时间：施工单位综合施工现场实际及时间综合考虑排水方式，中标后不予调整。" Gcnr="" Jsgz="1.按排水体积以立方米计算2.按地质报告说明的地下水位以下的需排水的沟槽、基坑的体积以立方米计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="17" Dwgcmc="中心城区五水厂-工艺系统 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0FCDEAD1EF79859506" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="厂区综合管线" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="010101003001" Mc="挖沟槽土方" Xmtz="1.土壤类别：按现场综合考虑&#xA;2.挖土深度：1.5m 以内，含人工清底" Gcnr="" Jsgz="按设计图示尺寸沟槽长度乘以沟槽断面积，以体积计算" Dw="m3" Sl="105.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="010103001001" Mc="回填方" Xmtz="1.密实度要求：0.96上&#xA;2.填方材料品种：沟槽开挖土方" Gcnr="" Jsgz="按设计图示尺寸，以体积计算" Dw="m3" Sl="86.60" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="030801001001" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="80.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="030801001002" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="30.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="030801001003" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN400&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="6.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="030804001001" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="6" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="030804001002" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="030804001003" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="030804001004" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN400×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="030804001005" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="6" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="030804001006" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN200&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="030804001007" Mc="低压碳钢管件" Xmtz="1.材质：三通 Q235B&#xA;2.规格：DN800×DN400&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="030807003001" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：阀杆接高至井顶0.80m&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="030807003002" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="15" Qdbm="030807003003" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="030810002001" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="030810002002" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN400,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="030810002003" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制盲板Q235B&#xA;2.型号、规格：DN400,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="031001005001" Mc="铸铁管" Xmtz="1.安装部位：室外&#xA;2.介质：自用水&#xA;3.规格、压力等级：给水球墨铸铁管 DN100&#xA;4.连接形式：承插连接（胶圈接口）&#xA;5.压力试验及吹洗设计要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="60.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="20" Qdbm="031001005002" Mc="铸铁管" Xmtz="1.安装部位：现状给水/消防管线迁改&#xA;2.规格、压力等级：给水球墨铸铁管 DN100&#xA;3.连接形式：承插连接（胶圈接口）&#xA;4.压力试验及吹洗设计要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="60.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="031001006001" Mc="塑料管" Xmtz="1.安装部位：室内&#xA;2.规格、压力等级：UPVC化工管 De25,PN16" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="630.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="031002003001" Mc="套管制作与安装" Xmtz="1.名称：药剂管线过路保护套管&#xA;2.材质：Q235B焊接钢管&#xA;3.规格：DN50" Gcnr="" Jsgz="按设计图示数量计算" Dw="m" Sl="60.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="031002003002" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="031002003003" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN200&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="25" Qdbm="031201001001" Mc="管道刷油" Xmtz="1.名称：管道内防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：底漆一道+底漆一道+面漆一道+面漆一道,两道底漆干膜厚度大于100μm,两道面漆干膜厚度大于120μm,总干膜厚度大于220μm" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="64.06" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="031201001002" Mc="管道刷油" Xmtz="1.名称：管道外防腐&#xA;2.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;3.油漆品种：GZ-2新型高分子防腐涂料(即IPN8710-2B新型无毒高分子防腐涂料)&#xA;4.涂刷遍数、漆膜厚度：采用二布四油喷涂,即底漆一道+布一道+面漆一道+布一道+面漆二道,其中布为10×10脱脂玻璃纤维布,要求固化后漆膜总厚度不小于420μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="68.58" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="040103002001" Mc="余方弃置" Xmtz="1.废弃料品种：沟槽开挖剩余土方" Gcnr="" Jsgz="按挖方清单项目工程量减利用回填方体积（正数）计算" Dw="m3" Sl="19.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="040504001001" Mc="砌筑检查井" Xmtz="1.垫层、基础材质及厚度：地面操作立式闸阀井&#xA;2.勾缝、抹面要求：φ1200(DN100-DN150)&#xA;3.混凝土强度等级：详见07MS101-2" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="5" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="040504002001" Mc="现状排水检查井改造(增设支管)" Xmtz="1.名称：现状排水检查井改造(增设支管)&#xA;2.工作内容：φ1000,增设接入DN150/DN200支管" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="040503001001" Mc="管道支墩（挡墩）" Xmtz="1.混凝土强度等级：混凝土支墩 C20,含模板" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="0.72" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="WB040501021001" Mc="管道垫层" Xmtz="1.垫层材质：砂垫层" Gcnr="" Jsgz="按设计图示尺寸以体积计算" Dw="m3" Sl="18.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="WB040504010001" Mc="混凝土模块式检查井" Xmtz="1.垫层、基础材质及厚度：排水检查井&#xA;2.混凝土强度等级：φ1100&#xA;3.砌筑材料品种、规格、强度等级：混凝土模块&#xA;4.备注：详见12S522" Gcnr="" Jsgz="按设计图示数量计算" Dw="座" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="ZB010100100001" Mc="现状管线保护[五水厂]" Xmtz="施工前应对场地内现状地下各类管线进行探查,尽量避让;对于交叉或临近管线,施工期间应采取适当的保护措施;对于平面及竖向管位冲突且无法避让的管线,在征得建设单位同意的情况下就近迁改。" Gcnr="" Jsgz="" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="排泥池(新增及更换设备)" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="34" Qdbm="030109001001" Mc="离心泵" Xmtz="1.名称：现状潜污泵(移至平衡池内安装)" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="030503007001" Mc="电动调节阀执行机构" Xmtz="1.名称：阀门电驱装置(含加长杆)&#xA;2.规格型号：DN600,阀中心距操作面约2.6m(应复核)&#xA;3.技术参数：排水池现状手动蝶阀改造,阀杆接高至井顶0.80m,IP68防水&#xA;4.备注：含阀门现场控制箱" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="WB031006002001" Mc="民用潜水排污泵安装" Xmtz="1.名称：潜水排污泵&#xA;2.规格：Q=12m3/h,H=15m,N=1.5kW&#xA;3.备注：一般工况下1用1备,最大排泥量超量排泥时2台均开启,变频调速运行,固定自耦式安装" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="37" Qdbm="WB040602054001" Mc="推进器" Xmtz="1.类型：浮筒式潜水搅拌器&#xA;2.规格、型号：叶轮直径400mm,电机功率N=4.0kW&#xA;3.参数：推流方向可调,配套浮筒、缆绳、固定桩等安装需要的所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="污泥浓缩池" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="38" Qdbm="030801001004" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN100&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="9.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="39" Qdbm="030801001005" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="12.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="40" Qdbm="030801001006" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="7.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="41" Qdbm="030804001008" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN100×45°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="42" Qdbm="030804001009" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN100×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="43" Qdbm="030804001010" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="44" Qdbm="030804001011" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="45" Qdbm="030804001012" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN200&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="46" Qdbm="030804001013" Mc="低压碳钢管件" Xmtz="1.材质：排气三通 Q235B&#xA;2.规格：DN150×DN65&#xA;3.连接方式：焊接" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="47" Qdbm="030807003004" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="48" Qdbm="030807003005" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="49" Qdbm="030807003006" Mc="低压法兰阀门" Xmtz="1.名称：双法传力伸缩接头&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="50" Qdbm="030807003007" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="51" Qdbm="030807004001" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动闸阀（含阀门现场控制箱）&#xA;2.材质：IP68防水&#xA;3.型号、规格：DN100&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="52" Qdbm="030807004002" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动闸阀（哈阀门现场控制箱）&#xA;2.材质：IP68防水&#xA;3.型号、规格：DN150&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="53" Qdbm="030810002004" Mc="低压碳钢焊接法兰" Xmtz="1.材质：Q235B&#xA;2.结构形式：钢制法兰&#xA;3.型号、规格：DN100,PN10&#xA;4.连接形式、焊接方法：焊接" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="54" Qdbm="030810002005" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="4.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="55" Qdbm="030810002006" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN200,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="56" Qdbm="030810002007" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制盲板Q235B&#xA;2.型号、规格：DN200,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="57" Qdbm="030901010001" Mc="室内消火栓" Xmtz="1.安装方式：挂壁明装&#xA;2.型号、规格：SN65,单栓单出口室内消火栓&#xA;3.附件材质、规格：参见15S202,附所需安装部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="58" Qdbm="031001001001" Mc="镀锌钢管" Xmtz="1.安装部位：室外&#xA;2.介质：冲洗水&#xA;3.规格、压力等级：镀锌钢管 DN65&#xA;4.连接形式：螺纹连接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="12.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="59" Qdbm="031002001001" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="9.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="60" Qdbm="031002003004" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN100&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="61" Qdbm="031002003005" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="7" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="62" Qdbm="031002003006" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN200&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="63" Qdbm="031201003001" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="9.69" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="64" Qdbm="040602007001" Mc="刮泥机" Xmtz="1.类型：NZS型中心传动浓缩机&#xA;2.规格、型号：池径D=9m,池边水深4.5m,功率N=0.55kW&#xA;3.参数：配套稳流筒、钢制工作桥及相关预埋件等所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="65" Qdbm="040602039001" Mc="堰板" Xmtz="1.材料品种：可调式出水堰板&#xA;2.厚度：厚度δ=4mm&#xA;3.备注：分块制作,配套不锈钢螺栓、螺母、垫片等安装部件" Gcnr="" Jsgz="按设计图示尺寸以面积计算" Dw="m2" Sl="3.74" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="66" Qdbm="490508009001" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="污泥平衡池" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="67" Qdbm="030801001007" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN150&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="24.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="68" Qdbm="030804001014" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN150×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="6" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="69" Qdbm="030804001015" Mc="低压碳钢管件" Xmtz="1.材质：异径管 Q235B&#xA;2.规格：DN150×DN100&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="70" Qdbm="030804001016" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="71" Qdbm="030807003008" Mc="低压法兰阀门" Xmtz="1.名称：微阻缓闭止回阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="72" Qdbm="030807003009" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="73" Qdbm="030807003010" Mc="低压法兰阀门" Xmtz="1.名称：手动闸阀&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：阀杆接高至井顶0.80m&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="74" Qdbm="030807003011" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="4" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="75" Qdbm="030810002008" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN100,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="76" Qdbm="030810002009" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="副" Sl="8.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="77" Qdbm="031002001002" Mc="管道支吊架制作与安装" Xmtz="1.材质：型钢&#xA;2.管架形式：一般管架" Gcnr="" Jsgz="以千克计量，按设计图示质量计算" Dw="kg" Sl="4.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="78" Qdbm="031002003007" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="8" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="79" Qdbm="031201001003" Mc="管道刷油" Xmtz="1.除锈级别：除锈质量等级应达到《涂装前钢材表面锈蚀等级和除锈等级》(GB8923)Sa2.5级,采用人工除锈时应达到St3级&#xA;2.油漆品种：两底两面喷涂,即底漆二道+面漆二道,要求固化后漆膜总厚度不小于160μm。" Gcnr="" Jsgz="1.以平方米计量，按设计图示表面积尺寸以面积计算2．以米计算，按设计图示尺寸以长度计算" Dw="m2" Sl="4.49" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="80" Qdbm="031201003002" Mc="金属结构刷油" Xmtz="1.除锈级别：一般轻锈&#xA;2.油漆品种：樟丹防锈漆&amp;灰色调和漆 &#xA;3.结构类型：一般钢结构&#xA;4.涂刷遍数、漆膜厚度：除锈一遍，刷油各二遍" Gcnr="" Jsgz="1．以平方米计量，按设计图示表面积尺寸以面积计算2．以千克计量，按金属结构的理论质量计算" Dw="kg" Sl="4.84" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="81" Qdbm="490508009002" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="2.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="82" Qdbm="490508009003" Mc="不锈钢爬梯" Xmtz="1.规格型号：不锈钢爬梯" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="1.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="83" Qdbm="WB031006002002" Mc="民用潜水排污泵安装" Xmtz="1.名称：潜水排污泵&#xA;2.规格：Q=100m3/h,H=20m,N=5.5kW&#xA;3.备注：一般工况下1用1备,最大排泥量超量排泥时2台均开启,变频调速运行,固定自耦式安装&#xA;4.利旧" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="84" Qdbm="WB040602054002" Mc="推进器" Xmtz="1.类型：潜水搅拌器&#xA;2.材质：SUS304&#xA;3.规格、型号：叶轮直径300mm,电机功率N=3.0kW&#xA;4.参数：配套起吊装置等所有部件" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="5" Mc="中和池" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="85" Qdbm="030109001002" Mc="离心泵" Xmtz="1.名称：液下化工泵&#xA;2.规格：Q=95m/h,H=11.5m,N=7.5kW&#xA;3.备注：1用1备,特殊工况时两台同时启用,附电机轴承支撑钢板(SS316)，及所有安装所需附件,耐酸碱腐蚀,户外型IP68防水" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="86" Qdbm="030801001008" Mc="低压碳钢管" Xmtz="1.材质：焊接钢管 Q235B&#xA;2.规格：DN200&#xA;3.连接形式、焊接方法：坡口焊接" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="87" Qdbm="030804001017" Mc="低压碳钢管件" Xmtz="1.材质：钢制弯头 Q235B&#xA;2.规格：DN200×90°&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="88" Qdbm="030804001018" Mc="低压碳钢管件" Xmtz="1.材质：90°异径弯头 Q235B&#xA;2.规格：DN200×DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="89" Qdbm="030804001019" Mc="低压碳钢管件" Xmtz="1.材质：等径三通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="90" Qdbm="030804001020" Mc="低压碳钢管件" Xmtz="1.材质：等径四通 Q235B&#xA;2.规格：DN150&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="91" Qdbm="030804001021" Mc="低压碳钢管件" Xmtz="1.材质：90°异径弯头 Q235B&#xA;2.规格：DN150×DN100&#xA;3.连接方式：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="92" Qdbm="030807001001" Mc="低压螺纹阀门" Xmtz="1.名称：手动球阀&#xA;2.型号、规格：DN25,PN16&#xA;3.备注：耐酸碱腐蚀" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="93" Qdbm="030807001002" Mc="低压螺纹阀门" Xmtz="1.名称：快速排气阀&#xA;2.型号、规格：DN25,PN16&#xA;3.备注：耐酸碱腐蚀" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="94" Qdbm="030807003012" Mc="低压法兰阀门" Xmtz="1.名称：手动蝶阀&#xA;2.型号、规格：DN100,PN10&#xA;3.备注：耐酸碱腐蚀&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="95" Qdbm="030807003013" Mc="低压法兰阀门" Xmtz="1.名称：双法限位伸缩接头&#xA;2.型号、规格：DN400,PN10&#xA;3.备注：耐酸碱腐蚀&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="96" Qdbm="030807004003" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动蝶阀（含阀门现场控制箱）&#xA;2.型号、规格：DN150,PN10&#xA;3.备注：耐酸碱腐蚀,IP68防水&#xA;4.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="97" Qdbm="030807004004" Mc="低压齿轮、液压传动、电动阀门" Xmtz="1.名称：电动蝶阀（含阀门现场控制箱）&#xA;2.型号、规格：DN400,PN10&#xA;3.备注：耐酸碱腐蚀,IP68防水&#xA;3.备注：含安装连接螺栓" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="98" Qdbm="030810002010" Mc="低压碳钢焊接法兰" Xmtz="1.材质：钢制法兰Q235B&#xA;2.型号、规格：DN150,PN10&#xA;3.连接形式、焊接方法：焊接&#xA;4.备注：详见02S403" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="99" Qdbm="030810002011" Mc="低压碳钢焊接法兰" Xmtz="1.材质：单法兰短管&#xA;2.型号、规格：DN100  L=180" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="100" Qdbm="030810002012" Mc="低压碳钢焊接法兰" Xmtz="1.材质：单法兰短管&#xA;2.型号、规格：DN150  L=200" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="101" Qdbm="030810002013" Mc="低压碳钢焊接法兰" Xmtz="1.材质：单法兰短管&#xA;2.型号、规格：DN150  L=400" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="102" Qdbm="030810002014" Mc="低压碳钢焊接法兰" Xmtz="1.材质：单法兰短管&#xA;2.型号、规格：DN400  L=792" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="103" Qdbm="030810002015" Mc="低压碳钢焊接法兰" Xmtz="1.材质：单法兰短管&#xA;2.型号、规格：DN400  L=6000" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="104" Qdbm="030810002016" Mc="低压碳钢焊接法兰" Xmtz="1.材质：短管&#xA;2.型号、规格：DN100  L=956" Gcnr="" Jsgz="按设计图示数量计算" Dw="根" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="105" Qdbm="031001006002" Mc="塑料管" Xmtz="1.规格、压力等级：化工UPVC管 DN150" Gcnr="" Jsgz="按设计图示管道中心线以长度计算" Dw="m" Sl="24.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="106" Qdbm="031002003008" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：SS316&#xA;3.规格：DN100&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="107" Qdbm="031002003009" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：SS316&#xA;3.规格：DN150&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="108" Qdbm="031002003010" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：SS316&#xA;3.规格：DN400&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="109" Qdbm="031002003011" Mc="套管制作与安装" Xmtz="1.名称：刚性防水套管(A型)&#xA;2.材质：Q235B&#xA;3.规格：DN400&#xA;4.填料材质：详见02S404" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="110" Qdbm="490508009004" Mc="不锈钢爬梯(带护笼)" Xmtz="1.规格型号：不锈钢爬梯(带护笼)" Gcnr="" Jsgz="按设计图示尺寸，以长度计算" Dw="副" Sl="3.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="111" Qdbm="WB031002001001" Mc="成品管卡安装" Xmtz="1.材质：SS316管卡&#xA;2.型号、规格：DN100" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
    <Dwgcxx Dwgcbh="18" Dwgcmc="中心城区五水厂-电控系统 市政" Zylb="4" Jzmj="0" SoftName="国泰新点软件股份有限公司" SoftNum="30A18A095B562D6DE4E808811E2992C45A03F95A4001F86A60A95DCE14113946694320FE9B742B0F4BA84D038E19FF43" DogNum="9733bf0100070201a8f40016001a0046" MachineKey="F46B8C89D88E">
  <Bkjzf>
    <BkjzfMx Xh="1.1" Bm="SF-01" Mc="环境保护费" Qfjs="0" Fl="3.57" Je="0" Fyxlb="1.1" />
    <BkjzfMx Xh="1.2" Bm="SF-02" Mc="文明施工费" Qfjs="0" Fl="7.33" Je="0" Fyxlb="1.2" />
    <BkjzfMx Xh="1.3" Bm="SF-03" Mc="安全施工费" Qfjs="0" Fl="5.28" Je="0" Fyxlb="1.3" />
    <BkjzfMx Xh="1.4" Bm="SF-04" Mc="临时设施费" Qfjs="0" Fl="9.99" Je="0" Fyxlb="1.4" />
    <BkjzfMx Xh="2.2" Bm="SF-05" Mc="环境保护税" Qfjs="0" Fl="0" Je="0" Fyxlb="2.2" />
  </Bkjzf>
  <Aqsczrbxf>
    <AqsczrbxfMx Xh="1" Mc="安全生产责任保险费" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费" Fl="0.165" Je="0" />
  </Aqsczrbxf>
  <Sj>
    <SjMx Xh="1" Mc="增值税" Qfjs="0" Jsjc="分部分项工程费+措施项目费+不可竞争费+其他项目费+安全生产责任保险费" Fl="9" Je="0" Fyxlb="1" />
  </Sj>
  <Qdxm>
    <QdBt Bm="1" Mc="强电" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="1" Qdbm="030404016001" Mc="控制箱" Xmtz="1.名称：现场按钮箱&#xA;2.型号：JXF型 350X400X200&#xA;3.规格：详见设计图纸" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="11" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="2" Qdbm="030404017001" Mc="配电箱" Xmtz="1.名称：检修插座箱CX2&#xA;2.规格：详见设计图纸" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="3" Qdbm="030406006001" Mc="低压交流异步电动机" Xmtz="1.名称：电动机检查接线&#xA;2.型号：交流异步电动机检&#xA;3.容量(kW)：功率（kw）≤15&#xA;4.电压等级(kV)：1kV 以下交流" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="7" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="4" Qdbm="030408001001" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-4x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="150.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="5" Qdbm="030408001002" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-5x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="200.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="6" Qdbm="030408001003" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-5x6&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="100.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="7" Qdbm="030408001004" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV22-1kV-3x150+2x70&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="80.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="8" Qdbm="030408001005" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：BPYJVP-1kV-3x4+3x1.5&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="100.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="9" Qdbm="030408003001" Mc="电缆保护管" Xmtz="1．名称：电缆保护管&#xD;&#xA;2．材质：玻璃钢管&#xD;&#xA;3．规格：DN100&#xD;&#xA;4．敷设方式：埋地敷设，含管枕" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="147.32" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="10" Qdbm="030408006001" Mc="电力电缆头" Xmtz="1.名称：电力电缆头&#xA;2.规格：电缆截面(mm2) ≤35&#xA;3.材质、类型：铜&#xA;4.安装部位：室内" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="11" Qdbm="030411001001" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="21.50" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="12" Qdbm="030411001002" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC32/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="185.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="13" Qdbm="030408001006" Mc="电力电缆" Xmtz="1.名称：电力电缆&#xA;2.型号：YJV-1kV-3x4&#xA;3.材质：铜芯&#xA;4.敷设方式、部位：桥架及管内敷设" Gcnr="" Jsgz="按设计图示尺寸以单相长度计算（含预留长度及附加长度）" Dw="m" Sl="25.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="14" Qdbm="030414002001" Mc="送配电装置系统" Xmtz="1.电压等级(kV)：1kV 以下交流&#xA;2.类型：输配电装置系统调试" Gcnr="" Jsgz="按设计图示系统计算" Dw="系统" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="2" Mc="防雷接地" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="15" Qdbm="030409002001" Mc="接地母线" Xmtz="1.名称：不锈钢扁钢&#xA;2.规格：-40*4" Gcnr="" Jsgz="按设计图示尺寸以长度计算（含附加长度）" Dw="m" Sl="38.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="16" Qdbm="030409004001" Mc="均压环" Xmtz="1.名称：接地干线&#xA;2.材质：利用基础主筋" Gcnr="" Jsgz="按设计图示尺寸以长度计算（含附加长度）" Dw="m" Sl="135.20" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="17" Qdbm="030409008001" Mc="等电位端子箱、测试板" Xmtz="1.名称：总等电位箱&#xA;2.规格：MEB" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="2" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="18" Qdbm="030409008002" Mc="等电位端子箱、测试板" Xmtz="1.名称：预埋热镀锌钢板&#xA;2.规格：100x100x8" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="19" Qdbm="030414011001" Mc="接地装置" Xmtz="1.名称：接地系统测试&#xA;2.类别：接地网" Gcnr="" Jsgz="1．以系统计量，按设计图示系统计算2．以组计量，按设计图示数量计算。" Dw="系统" Sl="3" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="3" Mc="中控系统" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="20" Qdbm="030411001003" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="21" Qdbm="030411001004" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：金属软管&#xA;3.规格：DN25&#xA;4.配置要求：明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="10.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="22" Qdbm="030502005001" Mc="双绞线缆" Xmtz="1.名称：六类屏蔽双绞线&#xA;2.工程量暂定，待集成商进行深化后确定,以实际测量为准,按实结算" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="23" Qdbm="030502007001" Mc="光缆" Xmtz="1.名称：4芯铠装多模光纤&#xA;2.工程量暂定，待集成商进行深化后确定,以实际测量为准,按实结算" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="300.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="24" Qdbm="030608006001" Mc="网络系统及设备联调" Xmtz="1.名称：排泥水系统设备联动调试及试运行" Gcnr="" Jsgz="按设计图示数量计算" Dw="项" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
    <QdBt Bm="4" Mc="PLC控制系统" Je="0" Zgj="0" Bz="">
      <Qdmx Xh="25" Qdbm="030411001005" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC25/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="80.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="26" Qdbm="030411001006" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：热镀锌钢管&#xA;3.规格：SC32/壁厚不小于2.5mm&#xA;4.配置要求：砖、混凝土结构明配&#xA;5.接地要求：按设计及规范要求" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="75.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="27" Qdbm="030411001007" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：金属软管&#xA;3.规格：DN25&#xA;4.配置要求：明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="12.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="28" Qdbm="030411001008" Mc="配管" Xmtz="1.名称：配管&#xA;2.材质：金属软管&#xA;3.规格：DN32&#xA;4.配置要求：明配&#xA;5.接地要求：按设计及规范要求&#xA;6.备注：工程量暂定" Gcnr="" Jsgz="按设计图示尺寸以长度计算" Dw="m" Sl="6.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="29" Qdbm="030601004001" Mc="流量仪表" Xmtz="1.名称：分体式电磁流量计&#xA;2.规格：传感器:DN150,四线制 4~20mA输出,防护等级:IP68,变送器:AC220供电,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="30" Qdbm="030601005001" Mc="物位检测仪表" Xmtz="1.名称：分体式超声波液位计&#xA;2.规格：传感器:0~6m,四线制 4~20mA输出,防护等级:IP68,变送器:AC220供电,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按图示数量计算" Dw="台" Sl="5" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="31" Qdbm="030605001001" Mc="过程分析仪表" Xmtz="1.名称：污泥浓度在线分析仪&#xA;2.规格：0~50g/L,四线制 4~20mA输出,带安装配件,防护等级:IP65" Gcnr="" Jsgz="按设计图示数量计算" Dw="套" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="32" Qdbm="030608003001" Mc="组件、卡件（网络设备）" Xmtz="1.名称：工业以太网交换机" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="1" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="33" Qdbm="030610001001" Mc="盘、箱、柜" Xmtz="1.名称：仪表箱&#xA;2.规格：HxWxD=500mmx400mmx250mm (材质:304不锈钢,IP55)" Gcnr="" Jsgz="按设计图示数量计算" Dw="台" Sl="7" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="34" Qdbm="WB030509010001" Mc="浪涌保护器" Xmtz="1.名称：电源防雷模块&#xA;2.技术参数：~220V仪表电源防雷模块" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="7" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="35" Qdbm="WB030509010002" Mc="浪涌保护器" Xmtz="1.名称：信号隔离模块&#xA;2.技术参数：单通道,4~20mA输入/4~20mA输出隔离器" Gcnr="" Jsgz="按设计图示数量计算" Dw="个" Sl="7" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
      <Qdmx Xh="36" Qdbm="WB030612001001" Mc="自动化线路敷设" Xmtz="1.名称：屏蔽电缆&#xA;2.规格：Modbus通讯电缆&#xA;3.敷设方式：电缆沟及管内敷设&#xA;4.备注：工程量暂定" Gcnr="" Jsgz="1.以米计量，按设计图示尺寸以长度计算（含预留长度及附加长度）2.按设计图示尺寸以根计算" Dw="m" Sl="600.00" Zhdj="0" Rgf="0" Zcf="0" Sbf="0" Fcf="0" Clf="0" Jxf="0" Rgjj="0" Zcjj="0" Fcjj="0" Sbjj="0" Cljj="0" Jxjj="0" Zhf="0" Glf="0" Lr="0" Zhhj="0" Zgj="0" Xpsbj="false" Bz="" />
    </QdBt>
  </Qdxm>
  <Csxm>
    <ZjCs>
      <ZjCsMx Xh="2" Xmbm="SC-01" Mc="夜间施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.5" Je="0" Bz="" Cslb="1" />
      <ZjCsMx Xh="3" Xmbm="SC-02" Mc="二次搬运费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="1.2" Je="0" Bz="" Cslb="2" />
      <ZjCsMx Xh="4" Xmbm="SC-03" Mc="冬雨季施工增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.8" Je="0" Bz="" Cslb="3" />
      <ZjCsMx Xh="5" Xmbm="SC-04" Mc="已完工程及设备保护费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="4" />
      <ZjCsMx Xh="6" Xmbm="SC-05" Mc="工程定位复测费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.9" Je="0" Bz="" Cslb="5" />
      <ZjCsMx Xh="7" Xmbm="SC-06" Mc="临时保护设施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.1" Je="0" Bz="" Cslb="7" />
      <ZjCsMx Xh="8" Xmbm="SC-07" Mc="行车、行人干扰增加费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.2" Je="0" Bz="" Cslb="9" />
      <ZjCsMx Xh="9" Xmbm="SC-08" Mc="赶工措施费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="8" />
      <ZjCsMx Xh="10" Xmbm="SC-09" Mc="非夜间施工照明费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="6" />
      <ZjCsMx Xh="11" Xmbm="SC-10" Mc="智慧工地建设费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0.49" Je="0" Bz="" Cslb="11" />
      <ZjCsMx Xh="12" Xmbm="SC-11" Mc="其它措施项目费" Js="0" Jsgs="分部分项人工基价+分部分项机械基价-(大型机械进出场及安拆人工基价+大型机械进出场及安拆机械基价)" Fl="0" Je="0" Bz="" Cslb="0" />
    </ZjCs>
  </Csxm>
  <Qtxm>
    <QtxmMx Xh="1" Mc="暂列金额" Dw="元" Je="0" Bz="" Xmlb="1" />
    <QtxmMx Xh="2" Mc="专业工程暂估价" Dw="元" Je="0" Bz="" Xmlb="2" />
    <QtxmMx Xh="3" Mc="计日工" Dw="元" Je="0" Bz="" Xmlb="3" />
    <QtxmMx Xh="4" Mc="总承包服务费" Dw="元" Je="0" Bz="" Xmlb="4" />
  </Qtxm>
  <Zlje />
  <Zygczg />
  <Jrg>
    <JrgBt Xh="一" Mc="人工" Je="0" Lb="1" />
    <JrgBt Xh="二" Mc="材料" Je="0" Lb="2" />
    <JrgBt Xh="三" Mc="机械" Je="0" Lb="3" />
  </Jrg>
  <Zcbfwf>
    <ZcbfwfMx Xh="1" Mc="发包人分包专业工程" Xmjz="0" Fwnr="" Fl="0" Je="0" />
    <ZcbfwfMx Xh="2" Mc="发包人供应材料" Xmjz="0" Fwnr="" Fl="0" Je="0" />
  </Zcbfwf>
</Dwgcxx>
  </Dxgcxx>
</JingJiBiao>