综合利用提质增效 提质增效 综合利用提质增效项中标结果公示（漳州市龙海龙投水资源开发有限公司2025）

  
中选公告

关于【 漳州市龙海区湖后水库综合利用提质增效项目--提质增效项目 】选取【 工程招标代理 】的中选公告

我平台于 2025-08-08 , 为 漳州市龙海龙投水资源开发有限公司 公开选取 工程招标代理 中介机构，现将中选结果相关事项确认如下：

工程项目名称：
漳州市龙海区湖后水库综合利用提质增效项目--提质增效项目

项目编号：

联系人名称：
林志东

选中中介日期：
2025-08-08 09:48

服务事项：
工程招标代理

预算服务金额（元）：
54500元

折扣率：
0.8

实际服务金额（元）：
43600

服务金额（元）：

金额说明：
文件依据：计价格【2002】1980号文发改价格【2011】534号文

选取中介方式：
随机选择

中选企业名称：
福建盛越建设有限公司

采购企业名称：
漳州市龙海龙投水资源开发有限公司

咨询电话：
05966556906

附件下载：
湖后水库综合利用提质增效项目-提质增效项目(3)(1).rar

漳州市工程项目网上中介服务平台

时间： 2025-08-08 09:48

漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目工程量计算书编 制 人： 单位签字盖章法定代表人： 签字盖章中介机构法定代表人：签字盖章造价工程师及注册证号：签字盖执业资格章编制时间：工程量计算式工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号项目编号项目名称单位工程量备注1建筑工程元0.01.1截洪沟0.01.1.1Y10070×0.05+Y10395×0.95沟槽土方开挖（外弃5km）m3552.389（2.6+4.46）×3.1÷2×103=1127.129-574.74=-574.7401.1.2Y10070×0.05+Y10311×0.95沟槽土方开挖（就近堆放）m3574.74488.529÷0.85=574.7401.1.3Y30172土方回填（利用开挖土）m3488.529（（0.3+1.24）×3.1÷2+（0.3+1.22）×3.1÷2）×103=488.5291.1.4Y30179中粗砂回填m3181.28（2×1.6-1.2×1.2）×103=181.2801.1.5Y90091T复合土工布m2494.41.2×4×103=494.4001.1.6Y30177T碎石填充m396.573（1.2×1.2-3.14×0.8^2÷4）×103=96.5731.1.740404015Tφ800塑料盲沟m103.0103.000=1031.1.8Y40075T+Y40296×1.030×0.8+Y40323×1.030×0.8C20埋石砼截洪沟（埋石率20%）m3185.4（0.4×1×2+2×0.5）×103=185.4001.1.9Y40092T+Y40296×1.030+Y40323×1.030C25砼跌水m32.126（0.3×2+2.04×0.3）×2.04÷2×2-3.14×0.8^2÷4×0.69=2.1261.1.10Y40066+Y40296×1.030+Y40323×1.030C25砼底板m34.91（1+0.91+3）×2×0.5=4.9101.1.11Y50122+Y50123胶合木模板m2532.722（1.5+1）×2×103=515.000（0.3×2+2.04×0.3）×2.04÷2×2+（2.04+SQRT(2.04^2+0.612^2)）×2=10.812（1+0.91+3+2）×2×0.5=6.9101.2引水渠道加固0.01.2.1Y10397+Y10400×18人工清淤（运距200m）m32720.212720.210=2720.211.2.2Y40154+Y40224+Y40296×1.119+Y40323×1.119C25预制钢筋砼盖板m31517.282.4×1×0.2×TRUNC(（494.67-305.06+2180.58-900+3415.77-2222.37+3532.58-3453.11+4980.57-4789.51+5120.43-5039+5337.73-5192.87）÷1+1)=1517.2801.2.3Y40246钢筋制作与安装t102.164（18.17+14.15）÷1000×TRUNC(（494.67-305.06+2180.58-900+3415.77-2222.37+3532.58-3453.11+4980.57-4789.51+5120.43-5039+5337.73-5192.87）÷1+1)=102.1641.2.4BC006畜力转运预制盖板（运距500m）m31517.281.2.5Y40276伸缩缝 沥青木板m2303.362.4×0.2×TRUNC(（494.67-305.06+2180.58-900+3415.77-2222.37+3532.58-3453.11+4980.57-4789.51+5120.43-5039+5337.73-5192.87）÷5)=303.3601.2.6Y90125+Y90131×8畜力转运板枋材（运距500m）m36.676.670=6.671.2.7Y30136+Y30139×8M10砂浆抹面 厚100mmm21040.162×（1100-1000+1950-1600+4789.51-4750+4980.57-4950）=1040.1601.2.8BC005畜力转运水泥砂浆（运距500m）m3105.061.2.9Y90030C25砼路面 厚15cmm25966.8651.5×（3415.77-305.06+3532.58-3453.11+5337.73-4550）=5966.8651.2.10BC004畜力转运混凝土（运距500m）m3912.93912.930=912.931.2.11Y90125+Y90131×8畜力转运锯材（运距500m）m31.191.190=1.191.2.12Y90023T5%水泥碎石稳定层 厚5cmm26364.6561.6×（3415.77-305.06+3532.58-3453.11+5337.73-4550）=6364.6561.2.13Y90126+Y90132×2畜力转运水泥（运距500m）t31.1931.190=31.191.2.14Y90123+Y90129×2畜力转运砂（运距500m）m3150.21150.210=150.211.2.15Y90124+Y90130×2畜力转运碎石（运距500m）m3279.41279.410=279.411.2.1640203047+40203048锯缝机锯缝 (缝深 5cm)m1193.3731.5×（3415.77-305.06+3532.58-3453.11+5337.73-4550）÷5=1193.3731.2.1740203044TSBS改性沥青填缝m259.6691.5×（3415.77-305.06+3532.58-3453.11+5337.73-4550）÷5×0.05=59.6691.3改造3#泄洪闸0.01.3.1Y30190现状水闸拆除m386.1650.64+0.448+85.077=86.1651.3.2Y90124+Y90130×8畜力转运拆除物（运距500m）m386.16586.165=86.1651.3.3Y20485拆除物外弃（运距5km）m386.16586.165=86.1651.3.4Y10027×0.05+Y10305×0.95土方开挖（就近堆放）m365.326527.8140×0.0025×2×SQRT(10^2+5^2)=29.506995.0000×0.0025×2×7.2=35.8201.3.5Y30172土方回填（利用开挖土）m365.32665.326=65.3261.3.6Y40154+Y40224+Y40296×1.119+Y40323×1.119C25预制钢筋砼盖板m30.722.4×1.5×0.2=0.7201.3.7Y40246钢筋制作与安装t0.062（33.4+28.79）÷1000=0.0621.3.8BC006畜力转运预制盖板（运距500m）m30.720.720=0.721.3.9Y40108T+Y40296×1.03+Y40323×1.03C25钢筋砼桥板m30.5251.75×2×0.15=0.5251.3.10Y40115+Y40296×1.03+Y40323×1.03C25钢筋砼启闭柱m30.640.4×0.4×2×2=0.6401.3.11Y40112+Y40296×1.03+Y40323×1.03C25钢筋砼启闭梁m30.4480.4×0.4×2.8=0.4481.3.12Y40057T+Y40296×1.030×0.8+Y40323×1.03C20埋石砼消力池（埋石率20%）m385.077（0.6×1.63×2+3.2×0.5）×SQRT(10^2+5^2)+1×0.5÷2×2×10=44.757（4.4+5.2）×7.2÷2×0.5=17.280（0.6+1）×2÷2×2×7.2=23.0401.3.13BC004畜力转运混凝土（运距500m）m371.7670.1+1.66=71.7601.3.14Y90124+Y90130×8畜力转运石料（运距500m）m329.6229.620=29.621.3.15Y40246钢筋制作与安装t0.2（50.92+39.49+39.69+9.15+60.98）÷1000=0.2001.3.16Y90127+Y90133×8畜力转运钢筋（运距500m）t0.20.200=0.21.3.17Y50122+Y50123胶合木模板m2173.3121.75×2+0.15×2×2=4.1000.4×4×2×2=6.400（0.4+2.8）×2×0.4+0.4×2=3.360（1.63×4+0.5×2）×SQRT(10^2+5^2)+0.5×2×10=94.0767.2×0.5×2=7.200（2+2.04）×7.2×2=58.1761.3.18Y90125+Y90131×8畜力转运模板（运距500m）m30.66336.83×18÷1000=0.6631.3.19Y40234混凝土凿毛m25.85.2×0.5+（0.6+1）×2÷2×2=5.8001.3.20Y40250橡胶止水m7.92.25×2+3.4=7.9001.4前池清淤0.01.4.1Y10397+Y10400×18人工清淤（运距200m）m3660.0660=660.0001.5闸阀房0.01.5.1Y40066+Y40296×1.030+Y40323×1.030C25钢筋砼闸底板m32.805（3×0.3+（0.3+0.4）×0.1÷2）×3=2.8051.5.2Y40088+Y40296×1.030+Y40323×1.030C25钢筋砼闸墩m315.7062490.0208×0.0025×1.62-1×1×0.15-（1×1+3.14×0.85^2÷4）÷2×0.35-3.14×0.85^2÷4×1+1407.0568×0.0025×1.88=15.7061.5.3Y40091T+Y40296×1.030+Y40323×1.030C25钢筋砼胸墙m30.6281005.4752×0.000625×1=0.6281.5.4Y40098+Y40296×1.030+Y40323×1.030C25钢筋砼顶板m30.336（2.4×0.6+2×0.4）×0.15=0.3361.5.5Y40115+Y40296×1.030+Y40323×1.030C25钢筋砼立柱m31.470.35×0.35×3×4=1.4701.5.6Y40088+Y40296×1.030+Y40323×1.030C25钢筋砼启闭机墩m30.2520.3×0.3×1.4×2=0.2521.5.7Y30132M5浆砌砖墙m32.559（2.3+0.96）×2×0.18×（3-0.3）-（2.1×0.9+1.2×1.25）×0.18=2.5591.5.8Y40112+Y40296×1.030+Y40323×1.030C25钢筋砼过梁m30.0720.18×0.19×（0.9+1.2）=0.0721.5.9Y40098+Y40296×1.030+Y40323×1.030C25钢筋砼屋面板m30.7622.06×3.7×0.1=0.7621.5.10Y40112+Y40296×1.030+Y40323×1.030C25钢筋砼屋面梁m30.3910.2×0.3×（2.3+0.96）×2=0.3911.5.11Y40090+Y40296×1.030+Y40323×1.030C25钢筋砼女儿墙m30.6461401387.8189×0.0002×0.0002×（2.06+3.7）×2=0.6461.5.12Y50122+Y50123胶合木模板m2108.453（3×0.3+（0.3+0.4）×0.1÷2）×2+（0.4+0.3）×3=3.970323.9158×0.05×1.62-1×1-3.14×0.85^2÷4+1×4×0.15+（1×4+3.14×0.85）÷2×0.35+3.14×0.85×1+287.8170×0.05×1.88=56.161212.7286×0.025×1=5.3182.4×0.6+2×0.4+2×0.15=2.5400.35×4×3×4=16.800（0.3+1.4）×2×0.3×2=2.040（0.18+0.19×2）×（0.9+1.2）=1.1762.06×3.7+（2.06+3.7）×2×0.1=8.774（0.2+0.3×2）×（2.3+0.96）×2=5.2162802.7756×0.0002×（2.06+3.7）×2=6.4581.5.13Y40246T钢筋制作与安装t2.376（88.16+52.64+56.63）÷1000=0.197（68.73+112.53+14.57+54.54+39.58+49.77+28.44+21.49+34.12）÷1000=0.424（178.7+32.89+40.67+36.97+34.29+14.04+39.58+74.66+39.02+26.32+23.23+32.23+8.92+54.81+42.25+35.94+40.95）÷1000=0.7551=1.0001.5.1410111002T水泥砂浆楼面（做法详见11J930-G2，楼1）m23.0762.64×1.3-0.17×0.17×4-1.2×0.2=3.0761.5.1510112013T+10114147水泥砂浆内墙面（做法详见11J930-H5，内墙9）m220.25（2.64+1.3）×2×3-（2.1×0.9+1.2×1.25）=20.2501.5.1610112005T+10114176+10110230+10110233聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）m224.57（3+1.66）×2×3-（2.1×0.9+1.2×1.25）=24.5701.5.1710113003+10113001T+10114149板底抹灰顶棚（做法详见11J930-H24，顶7）m23.3162.64×1.3-0.17×0.17×4=3.3161.5.1810109098T+10111002T+10109104T不上人屋面（做法详见11J930-J7，屋1）m216.7222.06×3.7×2-1.66×3+2802.7756×0.0002×（2.06+3.7）×2=16.7221.5.1910108029烤漆门m21.892.1×0.9=1.8901.5.2010108071+10108075铝合金推拉窗m21.51.2×1.25=1.5001.5.21BC004畜力转运混凝土（运距500m）m324.2723.76+0.51=24.2701.5.22BC005畜力转运水泥砂浆（运距500m）m32.260.59+0.68+0.94+0.05=2.2601.5.23Y90125+Y90131×8畜力转运模板（运距500m）m30.41523.05×18÷1000=0.4151.5.24Y90127+Y90133×8畜力转运钢筋（运距500m）t2.422.420=2.421.5.25Y90128+Y90134×8畜力转运砖（运距500m）t4.791.37×1000÷286=4.7901.6新建泄洪闸0.01.6.1Y10027×0.05+Y10325×0.95土方开挖（外弃5km）m3126.7494339.2000×0.0025×（2.97+3.15）÷2=33.1953782.0280×0.0025×SQRT(9^2+4.5^2)=95.1404550.0000×0.0025×5=56.875（1.3+1.8）×0.5÷2×5.21=4.038-62.499=-62.4991.6.2Y10027×0.05+Y10305×0.95土方开挖（就近堆放）m362.49953.124÷0.85=62.4991.6.3Y30172土方回填（利用开挖土）m353.124633.6000×0.0025×2×（2.97+3.15）÷2=9.694527.8140×0.0025×2×SQRT(9^2+4.5^2)=26.555675.0000×0.0025×2×5=16.8751.6.4Y30016抛石回填m33.256（1+1.5）×0.5÷2×5.21=3.2561.6.5Y40154+Y40224+Y40296×1.119+Y40323×1.119C25预制钢筋砼盖板m31.682.4×1.5×0.2=0.7203.2×1.5×0.2=0.9601.6.6Y40246钢筋制作与安装t0.062（33.4+28.79）÷1000=0.0621.6.7BC006畜力转运预制盖板（运距500m）m31.681.680=1.681.6.8Y40078+Y40296×1.030+Y40323×1.030C25钢筋砼闸室m312.2543.2×2.97×0.5=4.7520.6×1.9×（2.97+3.15）÷2×2=6.9771.75×2×0.15=0.5251.6.9Y40115+Y40296×1.030+Y40323×1.030C25钢筋砼启闭柱m30.640.4×0.4×2×2=0.6401.6.10Y40112+Y40296×1.030+Y40323×1.030C25钢筋砼启闭梁m30.4480.4×0.4×2.8=0.4481.6.11Y40057T+Y40296×1.030×0.8+Y40323×1.030×0.8C20埋石砼消力台阶（埋石率20%）m359.902（0.6×1.63×2+3.2×0.5）×SQRT(9^2+4.5^2)+1×0.5÷2×2×8=39.7820.6×2×2×3.5+0.6×1.8×2×1.5+3.2×0.5×5.3=20.1201.6.12BC004畜力转运混凝土（运距500m）m363.149.36+13.74=63.1001.6.13Y90124+Y90130×8畜力转运石料（运距500m）m324.2124.210=24.211.6.14Y40246钢筋制作与安装t0.708（50.92+39.49+173.51+99.54+39.69+9.15+60.98+84.5+74.54+75.65）÷1000=0.7081.6.15Y90127+Y90133×8畜力转运钢筋（运距500m）t0.720.720=0.721.6.16Y50122+Y50123×8胶合木模板m2170.755（3.2+2.97×2）×0.5+（2.97+3.15）×1.9÷2×4+1.75×2+0.15×2×2=31.9260.4×4×2×2=6.400（0.4+2.8）×2×0.4+0.4×2=3.360（1.63×4+0.5×2）×SQRT(9^2+4.5^2)+0.5×2×8=83.6695×0.5×2+3.2×0.5+2×3.5×4+1.8×1.5×4=45.4001.6.17Y90125+Y90131×8畜力转运模板（运距500m）m30.65336.29×18÷1000=0.6532机电设备及安装工程0.02.1闸阀房0.02.1.130414204T吸顶式单管荧光灯（1*36W T8三基色灯管）套1.01.000=12.1.230414284T三联开关 10A套1.01.000=12.1.330414306T安全插座 16A/单相三线套1.01.000=12.1.430414306T安全插座 10A/单相三线+单相二线套1.01.000=12.1.530402075T配电箱台1.01.000=12.1.630412201TPC20m11.311.4+0.98+1.02+1.5+0.3+0.97+1.5+0.3+1.84+1.5=11.3102.1.730413005TBV3*2.5m30.135（1.4+1.61+1.5+1.02+1.5+0.3+0.97+1.5）×3×1.025=30.1352.1.830413006TBV3*4m11.193（0.3+1.84+1.5）×3×1.025=11.1933金属结构设备及安装工程元0.03.1改造3#泄洪闸元0.03.1.1BC002拆除现状启闭机、闸门（外弃5km）项1.03.1.2Y12089QL-10手电两用螺杆式启闭机（螺杆长3m）台1.01.000=13.1.3Y13013T+Y13056钢板闸门 2.2*1.7mt1.691690.5÷1000=1.6903.1.4Y19016水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m27.482.2×1.7×2=7.4803.2闸阀房元0.03.2.1Y12089QL-10手电两用螺杆式启闭机（螺杆长2.5m）台1.01.000=13.2.2Y13013T+Y13056钢板闸门 1.2*1mt0.573572.8÷1000=0.5733.2.3Y13050T+Y13150主轨、侧轨、底轨t0.197196.65÷1000=0.1973.2.4Y13053T+Y13150止水t0.03535.24÷1000=0.0353.2.5Y19016水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m22.41.2×1×2=2.4003.2.6Y13054T+Y13163拦污栅栅体t1.24（1457.22-217.7）÷1000=1.2403.2.7Y13055T+Y13164拦污栅栅槽t0.218217.7÷1000=0.2183.2.8Y19016水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）m216.82.4×3.5×2=16.8003.3节制闸元0.03.3.1BC003拆除现状闸门（外弃5km）项1.03.3.2Y13013T+Y13056钢板闸门 1.2*1mt0.573572.8÷1000=0.5733.3.3Y19016水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m22.41.2×1×2=2.4003.4新建泄洪闸元0.03.4.1Y12089QL-10手电两用螺杆式启闭机（螺杆长3m）台1.01.000=13.4.2Y13013T+Y13056钢板闸门 2.2*1.7mt1.691690.5÷1000=1.6903.4.3Y13050T+Y13150主轨、侧轨、底轨t0.527527.45÷1000=0.5273.4.4Y13053T+Y13150止水t0.07777.19÷1000=0.0773.4.5Y19016水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m27.482.2×1.7×2=7.4804输水管线设备及安装工程元0.04.1上坪水电站钢管元0.04.1.1Y10145×0.05+Y10395×0.95基坑土方开挖（外弃5km）m3251.32(2.3×2.6+2.96×3.26+SQRT(2.3×2.6×2.96×3.26))×1.1÷3=8.5161(5.6×3.2+7.5×5.1+SQRT(5.6×3.2×7.5×5.1))×3.2÷3=87.8412(5.6×2.9+7.4×3.8+SQRT(5.6×2.9×7.4×3.8))×2.9÷3=63.5393(5.6×2.9+7.3×3.7+SQRT(5.6×2.9×7.3×3.7))×2.8÷3=59.9144(5.6×2.9+7.4×3.8+SQRT(5.6×2.9×7.4×3.8))×3÷3=65.7305(5.6×2.9+7.0×3.6+SQRT(5.6×2.9×7.0×3.6))×2.4÷3=49.3366(5.6×2.9+7.4×3.8+SQRT(5.6×2.9×7.4×3.8))×3÷3=65.7307(5.6×2.9+6.7×3.4+SQRT(5.6×2.9×6.7×3.4))×1.8÷3=34.9521~52(2.4×1.75+3.2×2.54+SQRT(2.4×1.75+3.2×2.54))×1.3÷3×52=356.908-541.146=-541.1464.1.2Y10145×0.05+Y10311×0.95基坑土方开挖（就近堆放）m3541.146459.974÷0.85=541.1464.1.3Y30172土方回填（利用开挖土）m3459.9748.516-（1×1+2×0.1）×2.3=5.756187.841-（2.5×1+3.75×1+5×1.2）×2.6=55.991263.539-（2.5×1+3.75×1+5×0.9）×2.6=35.589359.914-（2.5×1+3.75×1+5×0.8）×2.6=33.264465.73-（2.5×1+3.75×1+5×1）×2.6=36.480549.336-（2.5×1+3.75×1+5×0.4）×2.6=27.886665.73-（2.5×1+3.75×1+5×1）×2.6=36.480734.952-5×1.8×2.6=11.5521~52356.908-（1.8×1.15）×1.3×52=216.9764.1.4Y30190现状浆砌石拆除m3403.82415.3×8.81×0.3=14.0082（1×0.1×8.27+0.15×0.25÷2×1×（7.5÷0.25））+（2451.7134×0.01×1.6）+（1.6×（2.03+0.81）×0.3）=41.9803（1×0.1×8.22+0.15×0.25÷2×1×（7.5÷0.25））+（2694.0548×0.01×1.6）+（1.6×（1.87+0.83）×0.3）=45.7854（1×0.1×8.12+0.15×0.25÷2×1×（7.6÷0.25））+（2428.3604×0.01×1.6）+（1.6×（1.95+0.87）×0.3）=41.5895（1×0.1×7.38+0.15×0.25÷2×1×（7.1÷0.25））+（2302.7024×0.01×1.6）+（1.6×（1.4+0.81）×0.3）=39.1756（1×0.1×7.79+0.15×0.25÷2×1×（7.6÷0.25））+（2641.6509×0.01×1.6）+（1.6×（1.62+1.01）×0.3）=44.8787（1×0.1×6.04+0.15×0.25÷2×1×（6÷0.25））+（5×5×1.6）+（1.6×（1.04+0.84）×0.3）=41.9561~52（0.7×0.1×3.87+0.15×0.25÷2×0.7×（3.4÷0.25））×52+（2.54-0.7）×3.87×0.3×52=134.4534.1.5Y10156T碎石垫层拆除m318.66921×0.1×8.27=0.82731×0.1×8.22=0.82241×0.1×8.12=0.81251×0.1×7.38=0.73861×0.1×7.79=0.77971×0.1×6.04=0.6041~520.7×0.1×3.87×52=14.0874.1.6Y90124+Y90130×2畜力转运拆除物（运距200m）m3312.45403.824+18.669-68.762-25.785-15.496=312.4504.1.7Y20509拆除物外弃（运距5km）m3312.45403.824+18.669-68.762-25.785-15.496=312.4504.1.8Y30085浆砌石底板恢复（利用拆除料）m368.762114.008-2.6×5.69×0.3=9.57021.6×（2.03+0.81）×0.3=1.36331.6×（1.87+0.83）×0.3=1.29641.6×（1.95+0.87）×0.3=1.35451.6×（1.4+0.81）×0.3=1.06161.6×（1.62+1.01）×0.3=1.26271.6×（1.04+0.84）×0.3=0.9021~52（2.54-0.7）×（1.22+0.59）×0.3×52=51.9544.1.9Y30091浆砌石台阶恢复（利用拆除料）m325.78521×0.1×（8.27-5.46）+0.15×0.25÷2×1×（（7.5-5）÷0.25）=0.46931×0.1×（8.22-5.51）+0.15×0.25÷2×1×（（7.5-5）÷0.25）=0.45941×0.1×（8.12-5.34）+0.15×0.25÷2×1×（（7.6-5）÷0.25）=0.47351×0.1×（7.38-5.18）+0.15×0.25÷2×1×（（7.1-5）÷0.25）=0.37861×0.1×（7.79-5.15）+0.15×0.25÷2×1×（（7.6-5）÷0.25）=0.45971×0.1×（6.04-5.01）+0.15×0.25÷2×1×（（6-5）÷0.25）=0.1781~52（0.7×0.1×3.87+0.15×0.25÷2×0.7×（3.4÷0.25））×52=23.3694.1.10BC005畜力转运水泥砂浆（运距500m）m333.3833.380=33.384.1.11Y30002T碎石垫层恢复（利用拆除料）m315.49621×0.1×（8.27-5.5）=0.27731×0.1×（8.22-5.5）=0.27241×0.1×（8.12-5.3）=0.28251×0.1×（7.38-5.2）=0.21861×0.1×（7.8-5.2）=0.26071×0.1×（6-5）=0.1001~520.7×0.1×3.87×52=14.0874.1.12Y40089+Y40296×1.03+Y40323×1.03C25钢筋砼镇、支墩m3701.992181.6599×0.0025×2.3-3.14×0.866^2÷4×2.15-3.14×0.3^2÷4×0.8=11.22212718.8422×0.01×2.6-3.14×0.866^2÷4×5.69=67.34022451.7134×0.01×2.6-3.14×0.866^2÷4×5.46=60.53032694.0548×0.01×2.6-3.14×0.874^2÷4×5.51=66.74142428.3604×0.01×2.6-3.14×0.874^2÷4×5.38=59.91152302.7024×0.01×2.6-3.14×0.878^2÷4×5.18=56.73662641.6509×0.01×2.6-3.14×0.878^2÷4×5.15=65.56675×5×2.6-3.14×0.878^2÷4×5.06=61.9381~10（446.1387×0.01×1.15-3.14×0.866^2÷4÷2×1.75）×10=46.15511~23（469.8999×0.01×1.15-3.14×0.874^2÷4÷2×1.72）×13=63.54624~34（448.8741×0.01×1.15-3.14×0.874^2÷4÷2×1.74）×11=51.04435~43（483.6556×0.01×1.15-3.14×0.878^2÷4÷2×1.72）×9=45.37544~52（488.8571×0.01×1.15-3.14×0.878^2÷4÷2×1.73）×9=45.8864.1.13BC004畜力转运混凝土（运距200m）m3723.05723.050=723.054.1.14Y50122+Y50123胶合木模板m21240.8692181.6599×0.0025×2+（2.32+1+2.93）×2.3=25.28312718.8422×0.01×2+（1.31+4.14+1×2+4.92）×2.6=86.53922451.7134×0.01+（1.03+3.53+1×2+4.8）×2.6=54.05332694.0548×0.01+（1.68+3.68+1×2+4.93）×2.6=58.89542428.3604×0.01+（0.88+3.43+1×2+4.97）×2.6=53.61252302.7024×0.01+（1.45+2.58+1×2+4.74）×2.6=51.02962641.6509×0.01+（1.39+3.24+1×2+5.5）×2.6=57.9557（5+2.6×2）×5=51.0001~10（446.1387×0.01×2+（0.97+2+2.13）×1.15）×10=147.87811~23（469.8999×0.01×2+（0.97+2+2.38）×1.15）×13=202.15624~34（448.8741×0.01×2+（0.98+2+2.16）×1.15）×11=163.77335~43（483.6556×0.01×2+（0.96+2+2.51）×1.15）×9=143.67344~52（488.8571×0.01×2+（0.95+2+2.56）×1.15）×9=145.0234.1.15Y90125+Y90131×2畜力转运模板（运距200m）m34.746263.68×18÷1000=4.7464.1.16Y40246T钢筋制作与安装t22.322（311.23+119.09+49.25+53.87+83.42+13.89+51.91+17.04）÷1000=0.7001（554.8+108.75+107.45+85.38+115.4+96.85+162.96）÷1000=1.2322（526.2+101.49+111.93+85.38+115.4+86.65+152.42）÷1000=1.1793（560.52+114.42+111.93+85.38+117.64+101.94+156.51）÷1000=1.2484（520.48+99.17+102.97+85.38+118.25+86.65+153.52）÷1000=1.1665（514.76+108.03+102.97+85.38+113.56+81.55+137.79）÷1000=1.1446（549.08+106.87+102.97+85.38+128.88+96.85+160.13）÷1000=1.2307（480.45+105.56+111.93+85.38+103.15+81.55+150.54）÷1000=1.1191~10（2.16+36.36+57.17+39.87+36.88+13.55）÷1000×10=1.86011~23（2.16+36.36+59.46+41.38+39.95+13.55）÷1000×13=2.50724~34（2.16+36.36+57.17+40.11+39.95+13.55）÷1000×11=2.08235~43（2.16+36.36+61.75+41.93+39.95+13.55）÷1000×9=1.76144~52（2.16+36.36+61.75+412.23+39.95+13.55）÷1000×9=5.0944.1.174030401812mm弧形钢板t11.6811~103.14×0.866÷2×1.64×94.2÷1000×10=2.10011~233.14×0.874÷2×1.76×94.2÷1000×13=2.95724~343.14×0.874÷2×1.7×94.2÷1000×11=2.41735~433.14×0.878÷2×1.79×94.2÷1000×9=2.09244~523.14×0.878÷2×1.81×94.2÷1000×9=2.1154.1.18Y90127+Y90133×2畜力转运钢材（运距200m）t35.13122.77+12360.78÷1000=35.1314.1.19403070913mm橡胶板dm3372.2421~103.14×8.66÷2×16.42×0.03×10=66.97511~233.14×8.74÷2×17.56×0.03×13=93.97224~343.14×8.74÷2×17.04×0.03×11=77.16035~433.14×8.78÷2×17.9×0.03×9=66.62144~523.14×8.78÷2×18.14×0.03×9=67.5144.1.20Y14120×0.169+Y18195DN850钢管 壁厚8mmm83.7583.750=83.754.1.21Y14122×0.255+Y18195DN850钢管 壁厚12mmm189.98189.980=189.984.1.22Y14123×0.298+Y18195DN850钢管 壁厚14mmm171.73171.730=171.734.1.23Y14108×0.08+Y18191DN400钢管 壁厚8mmm16.7416.740=16.744.1.2431103254T+31103256T钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）m21209.9583.14×0.85×（83.75+189.98+171.73）=1188.9333.14×0.4×16.74=21.0254.1.2531103254T+31103256T+31103243T钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）m21244.4223.14×0.866×83.75+3.14×0.874×189.98+3.14×0.878×171.73=1222.5563.14×0.416×16.74=21.8664.1.2610116118原有DN400钢岔管拆除t0.1411.75×80.5056÷1000=0.1414.1.2740802061TDN400 钢制Y型对称岔管个1.01.000=14.1.28Y14215钢管二次转运（运距200m）t115.231169.2985÷1000×83.75+255.1317÷1000×189.98+298.3442÷1000×171.73=113.88380.5056÷1000×16.74=1.3484.2内云水电站钢管元0.04.2.1Y10145×0.05+Y10395×0.95基坑土方开挖（外弃5km）m3149.8181(5.34×3.2+6.24×4.1+SQRT(5.34×3.2×6.24×4.1))×1.5÷3=31.7902(5.6×3.2+7.0×3.9+SQRT(5.6×3.2×7.0×3.9))×2.3÷3=51.6263(5.6×3.2+7.5×4.1+SQRT(5.6×3.2×7.5×4.1))×3.1÷3=74.5494(10.12×3.2+12.06×4.2+SQRT(10.12×3.2+12.06×4.2))×3.2÷3=98.2921~24(2.4×1.75+3.2×2.54+SQRT(2.4×1.75+3.2×2.54))×1.3÷3×24=164.727-271.166=-271.1664.2.2Y10145×0.05+Y10311×0.95基坑土方开挖（就近堆放）m3270.166229.641÷0.85=270.1664.2.3Y30172土方回填（利用开挖土）m3229.641131.79-4.74×1.5×2.3=15.437251.626-（2.5×1+3.75×1+5×0.3）×2.6=31.476374.549-（2.5×1+3.75×1+5×1.1）×2.6=43.999498.292-（5.77×1+7.02×1+8.27×1+9.52×0.2）×2.6=38.5861~24164.727-（1.8×1.15）×1.3×24=100.1434.2.4Y30190现状浆砌石拆除m3111.22814.1×6.42×0.3=7.89723.9×7.74×0.3=9.05634.1×8.67×0.3=10.66444.2×12.8×0.3=16.1281~242.54×3.69×0.3×24=67.4834.2.5Y90124+Y90130×2畜力转运拆除物（运距200m）m352.345111.228-58.883=52.3454.2.6Y20509拆除物外弃（运距5km）m352.345111.228-58.883=52.3454.2.7Y30085浆砌石底板恢复（利用拆除料）m358.88317.897-2.6×4.74×0.3=4.20029.056-2.6×5.4×0.3=4.844310.664-2.6×5.54×0.3=6.343416.128-2.6×9.93×0.3=8.3831~2467.483-2.54×（1.1+0.67）×0.3×24=35.1134.2.8BC005畜力转运水泥砂浆（运距500m）m320.7920.790=20.794.2.9Y40089+Y40296×1.030+Y40323×1.030C25钢筋砼镇、支墩m3434.54514.75×4.7×2.6-3.14×0.866^2÷4×5.13=55.02522794.2698×0.01×2.6-3.14×0.866^2÷4×5.53=69.39532474.5445×0.01×2.6-3.14×0.866^2÷4×5.58=61.05345541.6233×0.01×2.6-3.14×0.87^2÷4×10.03=138.1231~15（435.4691×0.01×1.15-3.14×0.866^2÷4÷2×1.82）×15=67.08216~24（468.2684×0.01×1.15-3.14×0.87^2÷4÷2×1.72）×9=43.8674.2.10BC004畜力转运混凝土（运距200m）m3447.58447.580=447.584.2.11Y50122+Y50123胶合木模板m2629.5951（4.75+2.6）×2×4.7=69.09022794.2698×0.01+（1.5+3.31+1×2+5.04）×2.6=58.75332474.5445×0.01+（1.5+3.83+1×2+4.81）×2.6=56.30945541.6233×0.01+（3.61+1×3+6.61）×2.6=89.7881~15（435.4691×0.01×2+（0.98+2+1.98）×1.15）×15=216.20116~24（468.2684×0.01×2+（0.97+2+2.36）×1.15）×9=139.4544.2.12Y90125+Y90131×2畜力转运模板（运距200m）m32.408133.79×18÷1000=2.4084.2.13Y40246T钢筋制作与安装t9.7061（779.07+216.35+102.97+163.5+110.09+81.97+265.72）÷1000=1.7202（428.97+129.46+111.93+92.49+132.53+112.14+152.27）÷1000=1.1603（526.2+106.65+111.93+92.49+119.56+91.75+156.83）÷1000=1.2054（525.1+300.91+210.42+163.59+215.38+132.53+162.96）÷1000=1.7111~15（2.16+36.36+43.45+32.79+30.73+13.55）÷1000×15=2.38616~24（2.16+36.36+48.02+35.45+33.81+13.55）÷1000×9=1.5244.2.144030401812mm弧形钢板t6.0581~153.14×0.866÷2×1.99×94.2÷1000×15=3.82316~243.14×0.87÷2×1.93×94.2÷1000×9=2.2354.2.15Y90127+Y90133×2畜力转运钢材（运距200m）t16.3119.9+6411.2÷1000=16.3114.2.16403070913mm橡胶板dm3192.9681~153.14×8.66÷2×19.9×0.03×15=121.75416~243.14×8.7÷2×19.31×0.03×9=71.2144.2.17Y14120×0.169+Y18195DN850钢管 壁厚8mmm143.2143.200=143.24.2.18Y14121×0.212+Y18195DN850钢管 壁厚10mmm95.695.600=95.64.2.19Y14114×0.12+Y18193DN600钢管 壁厚8mmm49.649.600=49.64.2.2031103254T+31103256T钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）m2730.8033.14×0.85×（143.2+95.6）=637.3573.14×0.6×49.6=93.4464.2.2131103254T+31103256T+31103243T钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）m2746.4933.14×0.866×143.2+3.14×0.87×95.6=650.5553.14×0.616×49.6=95.9384.2.2240104044现状DN600钢管拆除m49.649.600=49.64.2.2310116118原有DN600钢岔管拆除t0.6075.06×119.9691÷1000=0.6074.2.2440802064TDN600 钢制Y型对称岔管个1.01.000=14.2.25Y14215钢管二次转运（运距200m）t50.472169.2985÷1000×143.2+212.1164÷1000×95.6=44.522119.9691÷1000×49.6=5.9505施工临时工程元0.05.1施工导流工程元0.05.1.1Y30168+Y10305筑土围堰填筑及拆除（利用开挖土）m37.255（1667.0009×0.000625×2-3.14×0.5^2÷4×55.0294×0.025）×4=7.2555.1.2Y90001+Y10305袋装土围堰填筑及拆除（利用开挖土）m33.332（732.9991×0.000625×2-3.14×0.5^2÷4×8.4853×0.025×2）×4=3.3325.1.3Y90090土工膜m220.669（111.1960×0.025×2-3.14×0.5^2÷4×2）×4=20.6695.1.4Y18036DN500PVC导流管m14.472.0000×0.025×2×4=14.4005.2施工场外供电工程元0.05.2.1BC00110kV专线供电km1.05.3施工专项工程元0.05.3.1安全生产措施费元0.05.3.1.1FL001安全生产措施费项6268832.06268832.00×2.5%=62688325.4施工房屋建筑工程元0.05.4.1FL002施工房屋建筑工程项6268832.06268832.00×1%=62688325.5其他施工临时工程元0.05.5.1FL003其他施工临时工程项6588241.06588241.00×1%=6588241一、编制原则和根据 1、编制办法：根据福建省水利厅关于水利工程建设项目暂时采用预算定额编制概（估）算的通知(闽水函[2021]25号)、福建省水利厅关于颁布《福建省水利水电工程设计概（估）算编制规定》等造价文件的通知（闽水建设[2021]2号）、福建省水利厅关于水利水电工程营业税改增值税后计价根据调整的通知（闽水财审[2016]35号文）、福建省水利厅关于发布《生态挡墙、护坡砌筑等76项补充定额（试行）》的通知（闽水财审[2016]50号文）、《福建省水利厅关于重新调整水利水电工程计价根据增值税率有关事项的通知》（闽水计财[2019]1号文）。2、定额根据：《福建省水利水电建筑工程预算定额》、《福建省水利水电工程预算机械台班费定额》及《福建省水利水电设备安装工程预算定额》。不足部分套用相关专业定额的消耗量。二 、基础单价 1、工资预算价格：按福建省水利厅关于颁布《福建省水利水电工程设计概（估）算编制规定》等造价文件的通知（闽水建设[2021]2号）计算，本工程技工120元/工日，普工85元/工日。2、建筑工程主要材料价格采用2025年06月份工程所在地的材料信息价及市场价综合确定。三、费率取用工程综合单价由直接费、间接费、利润、主材价差、主材（或未计价装置性材料）费、税金、临时工程摊销费、其他费用摊销等组成。（1）其他直接费：建筑工程按2.0%计算，安装工程按2.0%计算。（2）间接费：土方开挖工程按直接费的9.0%计算；石方开挖工程按直接费的11.0%计算；土石填筑工程按直接费的8.0%计算；模板工程按直接费的6.0%计算；混凝土工程按直接费的11.0%计算；钢筋制安工程按直接费的6.0%计算；钻孔灌浆及锚固工程按直接费的9.0%计算；疏浚工程按直接费的6.0%计算；生态景观工程按直接费的8.0%计算；其他工程按直接费的6.0%计算；安装工程按人工费的55%计算；管道安装工程按人工费的70%计算。（3）主材价差根据《福建省水利水电工程设计概（估）算编制规定》规定计算。（4）利润按直接费和间接费之和的7%计算。（5）税金按9%计算。（6）安全生产措施费按规定以2.5%计算。（7）施工房屋建筑工程按规定以1%计算。（8）其他施工临时工程按规定以1%计算。四、其他说明1．本工程土方考虑利用回填，余方弃置运距按5km计入。2．本工程混凝土采用现场搅拌混凝土。3．施工场外供电暂按10万元/项计入，施工中如有发生按实结算。4．本预算工程量仅作为投标的共同基础，结算以实际验收工程数量为准。 封1 漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目 工 程 量 清 单 招 标 人： 造价咨询人： （单位盖章） （单位盖章或资质专用章）法定代表人或其授权人： 法定代表人 或其授权人： （签字或盖章） （签字或盖章）造价工程师： （签字盖专用章）编制时间：2025年07月23日 工程项目总价表合同编号:工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目组号项目名称金额(元)备注节唯一编号级别1建筑工程0.011建筑工程2机电设备及安装工程0.0481安装工程3金属结构设备及安装工程0.0111金属结构4输水管线设备及安装工程0.0171输水管线5施工临时工程0.0201临时工程99暂列金0.0百分比1100总计:0.0100=1+2+3+…+99A分组工程量清单计价表合同编号:工程名称:漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号项目编码工程名称计量单位工程数量单价(元)合价(元)备注1建筑工程元0.00.00.01.1截洪沟0.00.00.01.1.1500114001001沟槽土方开挖（外弃5km）m3552.3890.00.01.1.2500114001002沟槽土方开挖（就近堆放）m3574.740.00.01.1.3500114001003土方回填（利用开挖土）m3488.5290.00.01.1.4500114001004中粗砂回填m3181.280.00.01.1.5500114001005复合土工布m2494.40.00.01.1.6500114001006碎石填充m396.5730.00.01.1.7500114001007φ800塑料盲沟m103.00.00.01.1.8500114001008C20埋石砼截洪沟（埋石率20%）m3185.40.00.01.1.9500114001009C25砼跌水m32.1260.00.01.1.10500114001010C25砼底板m34.910.00.01.1.11500114001011胶合木模板m2532.7220.00.01.2引水渠道加固0.00.00.01.2.1500114001012人工清淤（运距200m）m32720.210.00.01.2.2500114001013C25预制钢筋砼盖板m31517.280.00.01.2.3500114001014钢筋制作与安装t102.1640.00.01.2.4500114001015畜力转运预制盖板（运距500m）m31517.280.00.01.2.5500114001016伸缩缝 沥青木板m2303.360.00.01.2.6500114001017畜力转运板枋材（运距500m）m36.670.00.01.2.7500114001018M10砂浆抹面 厚100mmm21040.160.00.01.2.8500114001019畜力转运水泥砂浆（运距500m）m3105.060.00.01.2.9500114001020C25砼路面 厚15cmm25966.8650.00.01.2.10500114001021畜力转运混凝土（运距500m）m3912.930.00.01.2.11500114001022畜力转运锯材（运距500m）m31.190.00.01.2.125001140010235%水泥碎石稳定层 厚5cmm26364.6560.00.01.2.13500114001024畜力转运水泥（运距500m）t31.190.00.01.2.14500114001025畜力转运砂（运距500m）m3150.210.00.01.2.15500114001026畜力转运碎石（运距500m）m3279.410.00.01.2.16500114001027锯缝机锯缝 (缝深 5cm)m1193.3730.00.01.2.17500114001028SBS改性沥青填缝m259.6690.00.01.3改造3#泄洪闸0.00.00.01.3.1500114001029现状水闸拆除m386.1650.00.01.3.2500114001030畜力转运拆除物（运距500m）m386.1650.00.01.3.3500114001031拆除物外弃（运距5km）m386.1650.00.01.3.4500114001032土方开挖（就近堆放）m365.3260.00.01.3.5500114001033土方回填（利用开挖土）m365.3260.00.01.3.6500114001034C25预制钢筋砼盖板m30.720.00.01.3.7500114001035钢筋制作与安装t0.0620.00.01.3.8500114001036畜力转运预制盖板（运距500m）m30.720.00.01.3.9500114001037C25钢筋砼桥板m30.5250.00.01.3.10500114001038C25钢筋砼启闭柱m30.640.00.01.3.11500114001039C25钢筋砼启闭梁m30.4480.00.01.3.12500114001040C20埋石砼消力池（埋石率20%）m385.0770.00.01.3.13500114001041畜力转运混凝土（运距500m）m371.760.00.01.3.14500114001042畜力转运石料（运距500m）m329.620.00.01.3.15500114001043钢筋制作与安装t0.20.00.01.3.16500114001044畜力转运钢筋（运距500m）t0.20.00.01.3.17500114001045胶合木模板m2173.3120.00.01.3.18500114001046畜力转运模板（运距500m）m30.6630.00.01.3.19500114001047混凝土凿毛m25.80.00.01.3.20500114001048橡胶止水m7.90.00.01.4前池清淤0.00.00.01.4.1500114001049人工清淤（运距200m）m3660.00.00.01.5闸阀房0.00.00.01.5.1500114001050C25钢筋砼闸底板m32.8050.00.01.5.2500114001051C25钢筋砼闸墩m315.7060.00.01.5.3500114001052C25钢筋砼胸墙m30.6280.00.01.5.4500114001053C25钢筋砼顶板m30.3360.00.01.5.5500114001054C25钢筋砼立柱m31.470.00.01.5.6500114001055C25钢筋砼启闭机墩m30.2520.00.01.5.7500114001056M5浆砌砖墙m32.5590.00.01.5.8500114001057C25钢筋砼过梁m30.0720.00.01.5.9500114001058C25钢筋砼屋面板m30.7620.00.01.5.10500114001059C25钢筋砼屋面梁m30.3910.00.01.5.11500114001060C25钢筋砼女儿墙m30.6460.00.01.5.12500114001061胶合木模板m2108.4530.00.01.5.13500114001062钢筋制作与安装t2.3760.00.01.5.14500114001063水泥砂浆楼面（做法详见11J930-G2，楼1）m23.0760.00.01.5.15500114001064水泥砂浆内墙面（做法详见11J930-H5，内墙9）m220.250.00.01.5.16500114001065聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）m224.570.00.01.5.17500114001066板底抹灰顶棚（做法详见11J930-H24，顶7）m23.3160.00.01.5.18500114001067不上人屋面（做法详见11J930-J7，屋1）m216.7220.00.01.5.19500114001068烤漆门m21.890.00.01.5.20500114001069铝合金推拉窗m21.50.00.01.5.21500114001070畜力转运混凝土（运距500m）m324.270.00.01.5.22500114001071畜力转运水泥砂浆（运距500m）m32.260.00.01.5.23500114001072畜力转运模板（运距500m）m30.4150.00.01.5.24500114001073畜力转运钢筋（运距500m）t2.420.00.01.5.25500114001074畜力转运砖（运距500m）t4.790.00.01.6新建泄洪闸0.00.00.01.6.1500114001075土方开挖（外弃5km）m3126.7490.00.01.6.2500114001076土方开挖（就近堆放）m362.4990.00.01.6.3500114001077土方回填（利用开挖土）m353.1240.00.01.6.4500114001078抛石回填m33.2560.00.01.6.5500114001079C25预制钢筋砼盖板m31.680.00.01.6.6500114001080钢筋制作与安装t0.0620.00.01.6.7500114001081畜力转运预制盖板（运距500m）m31.680.00.01.6.8500114001082C25钢筋砼闸室m312.2540.00.01.6.9500114001083C25钢筋砼启闭柱m30.640.00.01.6.10500114001084C25钢筋砼启闭梁m30.4480.00.01.6.11500114001085C20埋石砼消力台阶（埋石率20%）m359.9020.00.01.6.12500114001086畜力转运混凝土（运距500m）m363.10.00.01.6.13500114001087畜力转运石料（运距500m）m324.210.00.01.6.14500114001088钢筋制作与安装t0.7080.00.01.6.15500114001089畜力转运钢筋（运距500m）t0.720.00.01.6.16500114001090胶合木模板m2170.7550.00.01.6.17500114001091畜力转运模板（运距500m）m30.6530.00.02机电设备及安装工程0.00.00.02.1闸阀房0.00.00.02.1.1500114001092吸顶式单管荧光灯（1*36W T8三基色灯管）套1.00.00.02.1.2500114001093三联开关 10A套1.00.00.02.1.3500114001094安全插座 16A/单相三线套1.00.00.02.1.4500114001095安全插座 10A/单相三线+单相二线套1.00.00.02.1.5500114001096配电箱台1.00.00.02.1.6500114001097PC20m11.310.00.02.1.7500114001098BV3*2.5m30.1350.00.02.1.8500114001099BV3*4m11.1930.00.03金属结构设备及安装工程元0.00.00.03.1改造3#泄洪闸元0.00.00.03.1.1500114001100拆除现状启闭机、闸门（外弃5km）项1.00.00.03.1.2500114001101QL-10手电两用螺杆式启闭机（螺杆长3m）台1.00.00.03.1.3500114001102钢板闸门 2.2*1.7mt1.690.00.03.1.4500114001103水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m27.480.00.03.2闸阀房元0.00.00.03.2.1500114001104QL-10手电两用螺杆式启闭机（螺杆长2.5m）台1.00.00.03.2.2500114001105钢板闸门 1.2*1mt0.5730.00.03.2.3500114001106主轨、侧轨、底轨t0.1970.00.03.2.4500114001107止水t0.0350.00.03.2.5500114001108水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m22.40.00.03.2.6500114001109拦污栅栅体t1.240.00.03.2.7500114001110拦污栅栅槽t0.2180.00.03.2.8500114001111水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）m216.80.00.03.3节制闸元0.00.00.03.3.1500114001112拆除现状闸门（外弃5km）项1.00.00.03.3.2500114001113钢板闸门 1.2*1mt0.5730.00.03.3.3500114001114水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m22.40.00.03.4新建泄洪闸元0.00.00.03.4.1500114001115QL-10手电两用螺杆式启闭机（螺杆长3m）台1.00.00.03.4.2500114001116钢板闸门 2.2*1.7mt1.690.00.03.4.3500114001117主轨、侧轨、底轨t0.5270.00.03.4.4500114001118止水t0.0770.00.03.4.5500114001119水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m27.480.00.04输水管线设备及安装工程元0.00.00.04.1上坪水电站钢管元0.00.00.04.1.1500114001120基坑土方开挖（外弃5km）m3251.320.00.04.1.2500114001121基坑土方开挖（就近堆放）m3541.1460.00.04.1.3500114001122土方回填（利用开挖土）m3459.9740.00.04.1.4500114001123现状浆砌石拆除m3403.8240.00.04.1.5500114001124碎石垫层拆除m318.6690.00.04.1.6500114001125畜力转运拆除物（运距200m）m3312.450.00.04.1.7500114001126拆除物外弃（运距5km）m3312.450.00.04.1.8500114001127浆砌石底板恢复（利用拆除料）m368.7620.00.04.1.9500114001128浆砌石台阶恢复（利用拆除料）m325.7850.00.04.1.10500114001129畜力转运水泥砂浆（运距500m）m333.380.00.04.1.11500114001130碎石垫层恢复（利用拆除料）m315.4960.00.04.1.12500114001131C25钢筋砼镇、支墩m3701.990.00.04.1.13500114001132畜力转运混凝土（运距200m）m3723.050.00.04.1.14500114001133胶合木模板m21240.8690.00.04.1.15500114001134畜力转运模板（运距200m）m34.7460.00.04.1.16500114001135钢筋制作与安装t22.3220.00.04.1.1750011400113612mm弧形钢板t11.6810.00.04.1.18500114001137畜力转运钢材（运距200m）t35.1310.00.04.1.195001140011383mm橡胶板dm3372.2420.00.04.1.20500114001139DN850钢管 壁厚8mmm83.750.00.04.1.21500114001140DN850钢管 壁厚12mmm189.980.00.04.1.22500114001141DN850钢管 壁厚14mmm171.730.00.04.1.23500114001142DN400钢管 壁厚8mmm16.740.00.04.1.24500114001143钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）m21209.9580.00.04.1.25500114001144钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）m21244.4220.00.04.1.26500114001145原有DN400钢岔管拆除t0.1410.00.04.1.27500114001146DN400 钢制Y型对称岔管个1.00.00.04.1.28500114001147钢管二次转运（运距200m）t115.2310.00.04.2内云水电站钢管元0.00.00.04.2.1500114001148基坑土方开挖（外弃5km）m3149.8180.00.04.2.2500114001149基坑土方开挖（就近堆放）m3270.1660.00.04.2.3500114001150土方回填（利用开挖土）m3229.6410.00.04.2.4500114001151现状浆砌石拆除m3111.2280.00.04.2.5500114001152畜力转运拆除物（运距200m）m352.3450.00.04.2.6500114001153拆除物外弃（运距5km）m352.3450.00.04.2.7500114001154浆砌石底板恢复（利用拆除料）m358.8830.00.04.2.8500114001155畜力转运水泥砂浆（运距500m）m320.790.00.04.2.9500114001156C25钢筋砼镇、支墩m3434.5450.00.04.2.10500114001157畜力转运混凝土（运距200m）m3447.580.00.04.2.11500114001158胶合木模板m2629.5950.00.04.2.12500114001159畜力转运模板（运距200m）m32.4080.00.04.2.13500114001160钢筋制作与安装t9.7060.00.04.2.1450011400116112mm弧形钢板t6.0580.00.04.2.15500114001162畜力转运钢材（运距200m）t16.3110.00.04.2.165001140011633mm橡胶板dm3192.9680.00.04.2.17500114001164DN850钢管 壁厚8mmm143.20.00.04.2.18500114001165DN850钢管 壁厚10mmm95.60.00.04.2.19500114001166DN600钢管 壁厚8mmm49.60.00.04.2.20500114001167钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）m2730.8030.00.04.2.21500114001168钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）m2746.4930.00.04.2.22500114001169现状DN600钢管拆除m49.60.00.04.2.23500114001170原有DN600钢岔管拆除t0.6070.00.04.2.24500114001171DN600 钢制Y型对称岔管个1.00.00.04.2.25500114001172钢管二次转运（运距200m）t50.4720.00.05施工临时工程元0.00.00.05.1施工导流工程元0.00.00.05.1.1500114001173筑土围堰填筑及拆除（利用开挖土）m37.2550.00.05.1.2500114001174袋装土围堰填筑及拆除（利用开挖土）m33.3320.00.05.1.3500114001175土工膜m220.6690.00.05.1.4500114001176DN500PVC导流管m14.40.00.05.2施工场外供电工程元0.00.00.05.2.150011400117710kV专线供电km1.00.00.05.3施工专项工程元0.00.00.05.3.1安全生产措施费元0.00.00.05.3.1.1500114001178安全生产措施费项1.00.00.05.4施工房屋建筑工程元0.00.00.05.4.1500114001179施工房屋建筑工程项1.00.00.05.5其他施工临时工程元0.00.00.05.5.1500114001180其他施工临时工程项1.00.00.0合 计0.0水利工程预算书工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目建设单位：工程总造价：7999584元编制单位：编制人：执业专用章：编制时间：2025年07月23日工程分组费率表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号费用名称土方开挖工程石方开挖工程土石填筑工程模板工程混凝土工程钢筋制安工程钻孔灌浆及锚固工程疏浚工程生态景观工程其他工程安装工程管道安装工程安装工程(制作)安装工程(费率)议价0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01234567891011121314151617181920212223242526272829303132333435363738394041424344451其他直接费2.02.02.02.02.02.02.02.02.02.02.02.02.02.0A20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02间接费9.011.08.06.011.06.09.06.08.06.055.070.055.055.0B0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03利润7.07.07.07.07.07.07.07.07.07.07.07.07.07.0C0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.04税金9.09.09.09.09.09.09.09.09.09.09.09.09.09.0F0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.05扩大系数0.00.00.00.00.00.00.00.00.00.00.00.00.00.0G0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0工程预算汇总表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目编号项 目 名 称建安费(元)设备费(元)节唯一编号级别1建筑工程3989543.00.011建筑工程2机电设备及安装工程1012.00.0481安装工程3金属结构设备及安装工程99637.019834.0111金属结构4输水管线设备及安装工程2176191.01325627.0171输水管线5施工临时工程387740.00.0201临时工程小 计(元)6654123.01345461.0A总 计7999584.0B表三建筑工程预算表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号工程或费用名称单位数量单价(元)合价(元)备注级别1建筑工程元0.00.03989543.0111.1截洪沟0.00.0180621.02351.1.1沟槽土方开挖（外弃5km）m3552.38927.5715229.03$沟槽土方开挖（外弃5km）$27.57$$3$3Y10070×0.05+Y10395×0.951.1.2沟槽土方开挖（就近堆放）m3574.746.133523.03$沟槽土方开挖（就近堆放）$6.13$$1$1Y10070×0.05+Y10311×0.951.1.3土方回填（利用开挖土）m3488.5299.944856.03$土方回填（利用开挖土）$9.94$$5$5Y301721.1.4中粗砂回填m3181.28127.3223081.03$中粗砂回填$127.32$$9$9Y301791.1.5复合土工布m2494.48.934415.03$复合土工布$8.93$$7$7Y90091T1.1.6碎石填充m396.573160.9815546.03$碎石填充$160.98$$12$12Y30177T1.1.7φ800塑料盲沟m103.0102.9910608.03$φ800塑料盲沟$102.99$$14$14404040151.1.8C20埋石砼截洪沟（埋石率20%）m3185.4458.6585034.03$C20埋石砼截洪沟（埋石率20%）$458.65$$16$16Y40075T+Y40296×1.030×0.8+Y40323×1.030×0.81.1.9C25砼跌水m32.126511.721088.03$C25砼跌水$511.72$$23$23Y40092T+Y40296×1.030+Y40323×1.0301.1.10C25砼底板m34.91488.642399.03$C25砼底板$488.64$$27$27Y40066+Y40296×1.030+Y40323×1.0301.1.11胶合木模板m2532.72227.8614842.03$胶合木模板$27.86$$20$20Y50122+Y501231.2引水渠道加固0.00.03546248.02361.2.1人工清淤（运距200m）m32720.21110.92301726.03$人工清淤（运距200m）$110.92$$33$33Y10397+Y10400×181.2.2C25预制钢筋砼盖板m31517.28946.51436106.03$C25预制钢筋砼盖板$946.5$$36$36Y40154+Y40224+Y40296×1.119+Y40323×1.1191.2.3钢筋制作与安装t102.1645074.58518439.03$钢筋制作与安装$5074.58$$41$41Y402461.2.4畜力转运预制盖板（运距500m）m31517.28250.0379320.03$畜力转运预制盖板（运距500m）$250$$653$653BC1.2.5伸缩缝 沥青木板m2303.36130.5639607.03$伸缩缝 沥青木板$130.56$$43$43Y402761.2.6畜力转运板枋材（运距500m）m36.67116.17775.03$畜力转运板枋材（运距500m）$116.17$$495$495Y90125+Y90131×81.2.7M10砂浆抹面 厚100mmm21040.1658.2560589.03$M10砂浆抹面 厚100mm$58.25$$488$488Y30136+Y30139×81.2.8畜力转运水泥砂浆（运距500m）m3105.06124.7113102.03$畜力转运水泥砂浆（运距500m）$124.71$$659$659BC1.2.9C25砼路面 厚15cmm25966.86583.69499367.03$C25砼路面 厚15cm$83.69$$47$47Y900301.2.10畜力转运混凝土（运距500m）m3912.93124.82113952.03$畜力转运混凝土（运距500m）$124.82$$785$785BC1.2.11畜力转运锯材（运距500m）m31.19116.17138.03$畜力转运锯材（运距500m）$116.17$$462$462Y90125+Y90131×81.2.125%水泥碎石稳定层 厚5cmm26364.65619.42123602.03$5%水泥碎石稳定层 厚5cm$19.42$$45$45Y90023T1.2.13畜力转运水泥（运距500m）t31.1983.982619.03$畜力转运水泥（运距500m）$83.98$$460$460Y90126+Y90132×21.2.14畜力转运砂（运距500m）m3150.2194.6914223.03$畜力转运砂（运距500m）$94.69$$454$454Y90123+Y90129×21.2.15畜力转运碎石（运距500m）m3279.41103.0828802.03$畜力转运碎石（运距500m）$103.08$$781$781Y90124+Y90130×21.2.16锯缝机锯缝 (缝深 5cm)m1193.3735.366396.03$锯缝机锯缝 (缝深 5cm)$5.36$$49$49402030471.2.17SBS改性沥青填缝m259.669125.447485.03$SBS改性沥青填缝$125.44$$52$52402030441.3改造3#泄洪闸0.00.080241.02371.3.1现状水闸拆除m386.16521.951891.03$现状水闸拆除$21.95$$57$57Y301901.3.2畜力转运拆除物（运距500m）m386.165155.1713370.03$畜力转运拆除物（运距500m）$155.17$$739$739Y90124+Y90130×81.3.3拆除物外弃（运距5km）m386.16539.083367.03$拆除物外弃（运距5km）$39.08$$59$59Y204851.3.4土方开挖（就近堆放）m365.3263.33218.03$土方开挖（就近堆放）$3.33$$61$61Y10027×0.05+Y10305×0.951.3.5土方回填（利用开挖土）m365.3269.94649.03$土方回填（利用开挖土）$9.94$$67$671.3.6C25预制钢筋砼盖板m30.72946.5681.03$C25预制钢筋砼盖板$946.5$$167$167Y40154+Y40224+Y40296×1.119+Y40323×1.1191.3.7钢筋制作与安装t0.0625074.58315.03$钢筋制作与安装$5074.58$$683$683Y402461.3.8畜力转运预制盖板（运距500m）m30.72250.0180.03$畜力转运预制盖板（运距500m）$250$$661$661BC1.3.9C25钢筋砼桥板m30.525512.76269.03$C25钢筋砼桥板$512.76$$69$69Y40108T+Y40296×1.03+Y40323×1.031.3.10C25钢筋砼启闭柱m30.64502.31321.03$C25钢筋砼启闭柱$502.31$$73$73Y40115+Y40296×1.03+Y40323×1.031.3.11C25钢筋砼启闭梁m30.448504.43226.03$C25钢筋砼启闭梁$504.43$$77$77Y40112+Y40296×1.03+Y40323×1.031.3.12C20埋石砼消力池（埋石率20%）m385.077454.5138668.03$C20埋石砼消力池（埋石率20%）$454.51$$92$92Y40057T+Y40296×1.030×0.8+Y40323×1.031.3.13畜力转运混凝土（运距500m）m371.76124.828957.03$畜力转运混凝土（运距500m）$124.82$$666$666BC1.3.14畜力转运石料（运距500m）m329.62155.174596.03$畜力转运石料（运距500m）$155.17$$668$668Y90124+Y90130×81.3.15钢筋制作与安装t0.25074.581015.03$钢筋制作与安装$5074.58$$81$811.3.16畜力转运钢筋（运距500m）t0.2154.331.03$畜力转运钢筋（运距500m）$154.3$$670$670Y90127+Y90133×81.3.17胶合木模板m2173.31227.864828.03$胶合木模板$27.86$$96$961.3.18畜力转运模板（运距500m）m30.663116.1777.03$畜力转运模板（运距500m）$116.17$$672$672Y90125+Y90131×81.3.19混凝土凿毛m25.829.44171.03$混凝土凿毛$29.44$$99$99Y402341.3.20橡胶止水m7.952.03411.03$橡胶止水$52.03$$101$101Y402501.4前池清淤0.00.073207.02411.4.1人工清淤（运距200m）m3660.0110.9273207.03$人工清淤（运距200m）$110.92$$232$2321.5闸阀房0.00.039398.02421.5.1C25钢筋砼闸底板m32.805488.641371.03$C25钢筋砼闸底板$488.64$$236$236Y40066+Y40296×1.030+Y40323×1.0301.5.2C25钢筋砼闸墩m315.706493.057744.03$C25钢筋砼闸墩$493.05$$240$240Y40088+Y40296×1.030+Y40323×1.0301.5.3C25钢筋砼胸墙m30.628530.29333.03$C25钢筋砼胸墙$530.29$$247$247Y40091T+Y40296×1.030+Y40323×1.0301.5.4C25钢筋砼顶板m30.336490.92165.03$C25钢筋砼顶板$490.92$$252$252Y40098+Y40296×1.030+Y40323×1.0301.5.5C25钢筋砼立柱m31.47502.31738.03$C25钢筋砼立柱$502.31$$529$529Y40115+Y40296×1.030+Y40323×1.0301.5.6C25钢筋砼启闭机墩m30.252493.05124.03$C25钢筋砼启闭机墩$493.05$$591$591Y40088+Y40296×1.030+Y40323×1.0301.5.7M5浆砌砖墙m32.559512.191311.03$M5浆砌砖墙$512.19$$533$533Y301321.5.8C25钢筋砼过梁m30.072504.4336.03$C25钢筋砼过梁$504.43$$580$580Y40112+Y40296×1.030+Y40323×1.0301.5.9C25钢筋砼屋面板m30.762490.92374.03$C25钢筋砼屋面板$490.92$$567$567Y40098+Y40296×1.030+Y40323×1.0301.5.10C25钢筋砼屋面梁m30.391504.43197.03$C25钢筋砼屋面梁$504.43$$571$571Y40112+Y40296×1.030+Y40323×1.0301.5.11C25钢筋砼女儿墙m30.646546.61353.03$C25钢筋砼女儿墙$546.61$$575$575Y40090+Y40296×1.030+Y40323×1.0301.5.12胶合木模板m2108.45327.863022.03$胶合木模板$27.86$$244$2441.5.13钢筋制作与安装t2.3765074.5812057.03$钢筋制作与安装$5074.58$$256$2561.5.14水泥砂浆楼面（做法详见11J930-G2，楼1）m23.07624.2174.03$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$$559$559101110021.5.15水泥砂浆内墙面（做法详见11J930-H5，内墙9）m220.2556.191138.03$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$$555$555101120131.5.16聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）m224.5793.212290.03$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$$550$550101120051.5.17板底抹灰顶棚（做法详见11J930-H24，顶7）m23.31665.93219.03$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$$561$561101130031.5.18不上人屋面（做法详见11J930-J7，屋1）m216.72282.71383.03$不上人屋面（做法详见11J930-J7，屋1）$82.7$$586$586101090981.5.19烤漆门m21.89785.41484.03$烤漆门$785.4$$542$542101080291.5.20铝合金推拉窗m21.5389.51584.03$铝合金推拉窗$389.51$$544$544101080711.5.21畜力转运混凝土（运距500m）m324.27124.823029.03$畜力转运混凝土（运距500m）$124.82$$686$686BC1.5.22畜力转运水泥砂浆（运距500m）m32.26124.71282.03$畜力转运水泥砂浆（运距500m）$124.71$$687$687BC1.5.23畜力转运模板（运距500m）m30.415116.1748.03$畜力转运模板（运距500m）$116.17$$688$6881.5.24畜力转运钢筋（运距500m）t2.42154.3373.03$畜力转运钢筋（运距500m）$154.3$$691$6911.5.25畜力转运砖（运距500m）t4.79139.59669.03$畜力转运砖（运距500m）$139.59$$694$694Y90128+Y90134×81.6新建泄洪闸0.00.069828.02401.6.1土方开挖（外弃5km）m3126.74920.342578.03$土方开挖（外弃5km）$20.34$$229$229Y10027×0.05+Y10325×0.951.6.2土方开挖（就近堆放）m362.4993.33208.03$土方开挖（就近堆放）$3.33$$176$1761.6.3土方回填（利用开挖土）m353.1249.94528.03$土方回填（利用开挖土）$9.94$$179$1791.6.4抛石回填m33.256133.95436.03$抛石回填$133.95$$226$226Y300161.6.5C25预制钢筋砼盖板m31.68946.51590.03$C25预制钢筋砼盖板$946.5$$181$181Y40154+Y40224+Y40296×1.119+Y40323×1.1191.6.6钢筋制作与安装t0.0625074.58315.03$钢筋制作与安装$5074.58$$711$711Y402461.6.7畜力转运预制盖板（运距500m）m31.68250.0420.03$畜力转运预制盖板（运距500m）$250$$713$713BC1.6.8C25钢筋砼闸室m312.254489.335996.03$C25钢筋砼闸室$489.33$$220$220Y40078+Y40296×1.030+Y40323×1.0301.6.9C25钢筋砼启闭柱m30.64502.31321.03$C25钢筋砼启闭柱$502.31$$190$1901.6.10C25钢筋砼启闭梁m30.448504.43226.03$C25钢筋砼启闭梁$504.43$$194$1941.6.11C20埋石砼消力台阶（埋石率20%）m359.902452.7527121.03$C20埋石砼消力台阶（埋石率20%）$452.75$$198$198Y40057T+Y40296×1.030×0.8+Y40323×1.030×0.81.6.12畜力转运混凝土（运距500m）m363.1124.827876.03$畜力转运混凝土（运距500m）$124.82$$699$699BC1.6.13畜力转运石料（运距500m）m324.21155.173757.03$畜力转运石料（运距500m）$155.17$$700$7001.6.14钢筋制作与安装t0.7085074.583593.03$钢筋制作与安装$5074.58$$210$2101.6.15畜力转运钢筋（运距500m）t0.72154.3111.03$畜力转运钢筋（运距500m）$154.3$$703$703Y90114+Y90121×81.6.16胶合木模板m2170.75585.9514676.03$胶合木模板$85.95$$212$212Y50122+Y50123×81.6.17畜力转运模板（运距500m）m30.653116.1776.03$畜力转运模板（运距500m）$116.17$$707$707合 计3989543.0A表四机电设备及安装工程预算表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号名称及规格单位数量单价(元)合价(元)备注级别节IDUsysRU ID小计统计级别设备费安装费设备费安装费2机电设备及安装工程0.00.00.00.01012.01482.1闸阀房0.00.00.00.01012.02492.1.1吸顶式单管荧光灯（1*36W T8三基色灯管）套1.00.082.880.083.0349.0$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$$595$5953041420449.0安装工程2.1.2三联开关 10A套1.00.030.50.031.0349.0$三联开关 10A$30.5$$603$6033041428449.0安装工程2.1.3安全插座 16A/单相三线套1.00.030.060.030.0349.0$安全插座 16A/单相三线$30.06$$599$5993041430649.0安装工程2.1.4安全插座 10A/单相三线+单相二线套1.00.029.980.030.0349.0$安全插座 10A/单相三线+单相二线$29.98$$601$6013041430649.0安装工程2.1.5配电箱台1.00.0514.270.0514.0349.0$配电箱$514.27$$605$6053040207549.0安装工程2.1.6PC20m11.310.012.390.0140.0349.0$PC20$12.39$$607$6073041220149.0安装工程2.1.7BV3*2.5m30.1350.04.230.0127.0349.0$BV3*2.5$4.23$$609$6093041300549.0安装工程2.1.8BV3*4m11.1930.05.070.057.0349.0$BV3*4$5.07$$611$6113041300649.0安装工程合 计0.01012.0A表四金属结构设备及安装工程预算表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号名称及规格单位数量单价(元)合价(元)备注级别小计统计级别设备费安装费设备费安装费3金属结构设备及安装工程元0.00.00.019834.099637.01113.1改造3#泄洪闸元0.00.00.06678.026714.02123.1.1拆除现状启闭机、闸门（外弃5km）项1.00.01000.00.01000.0312.0$拆除现状启闭机、闸门（外弃5km）$1000$$341$341BC12.0议价3.1.2QL-10手电两用螺杆式启闭机（螺杆长3m）台1.06678.03797.046678.03797.0312.0$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$$103$103Y1208912.0安装工程3.1.3钢板闸门 2.2*1.7mt1.690.012720.230.021497.0312.0$钢板闸门 2.2*1.7m$12720.23$$105$105Y13013T+Y1305612.0安装工程3.1.4水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m27.480.056.090.0420.0312.0$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$$286$286Y1901612.0安装工程3.2闸阀房元0.00.00.06478.029553.02463.2.1QL-10手电两用螺杆式启闭机（螺杆长2.5m）台1.06478.03797.046478.03797.0346.0$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$$319$319Y1208946.0安装工程3.2.2钢板闸门 1.2*1mt0.5730.012720.230.07289.0346.0$钢板闸门 1.2*1m$12720.23$$321$321Y13013T+Y1305646.0安装工程3.2.3主轨、侧轨、底轨t0.1970.015880.660.03128.0346.0$主轨、侧轨、底轨$15880.66$$324$324Y13050T+Y1315046.0安装工程3.2.4止水t0.0350.013802.320.0483.0346.0$止水$13802.32$$327$327Y13053T+Y1315046.0安装工程3.2.5水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m22.40.056.090.0135.0346.0$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$$330$33046.0安装工程3.2.6拦污栅栅体t1.240.09625.870.011936.0346.0$拦污栅栅体$9625.87$$332$332Y13054T+Y1316346.0安装工程3.2.7拦污栅栅槽t0.2180.011032.540.02405.0346.0$拦污栅栅槽$11032.54$$335$335Y13055T+Y1316446.0安装工程3.2.8水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）m216.80.022.610.0380.0346.0$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$$338$338Y1901646.0安装工程3.3节制闸元0.00.00.00.08224.02443.3.1拆除现状闸门（外弃5km）项1.00.0800.00.0800.0344.0$拆除现状闸门（外弃5km）$800$$342$342BC44.0议价3.3.2钢板闸门 1.2*1mt0.5730.012720.230.07289.0344.0$钢板闸门 1.2*1m$12720.23$$265$26544.0安装工程3.3.3水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m22.40.056.090.0135.0344.0$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$$282$28244.0安装工程3.4新建泄洪闸元0.00.00.06678.035146.02383.4.1QL-10手电两用螺杆式启闭机（螺杆长3m）台1.06678.03797.046678.03797.0338.0$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$$114$11438.0安装工程3.4.2钢板闸门 2.2*1.7mt1.690.012720.230.021497.0338.0$钢板闸门 2.2*1.7m$12720.23$$116$11638.0安装工程3.4.3主轨、侧轨、底轨t0.5270.015880.660.08369.0338.0$主轨、侧轨、底轨$15880.66$$119$11938.0安装工程3.4.4止水t0.0770.013802.320.01063.0338.0$止水$13802.32$$122$12238.0安装工程3.4.5水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m27.480.056.090.0420.0338.0$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$$288$28838.0安装工程合 计19834.099637.0A表四输水管线设备及安装工程预算表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号名称及规格单位数量单价(元)合价(元)备注级别小计统计级别设备费安装费设备费安装费4输水管线设备及安装工程元0.00.00.01325627.02176191.01174.1上坪水电站钢管元0.00.00.0921847.01414804.02184.1.1基坑土方开挖（外弃5km）m3251.320.027.360.06876.0318.0$基坑土方开挖（外弃5km）$27.36$$307$307Y10145×0.05+Y10395×0.9518.0土方开挖工程4.1.2基坑土方开挖（就近堆放）m3541.1460.05.920.03204.0318.0$基坑土方开挖（就近堆放）$5.92$$304$304Y10145×0.05+Y10311×0.9518.0土方开挖工程4.1.3土方回填（利用开挖土）m3459.9740.09.940.04572.0318.0$土方回填（利用开挖土）$9.94$$310$31018.0土石填筑工程4.1.4现状浆砌石拆除m3403.8240.021.950.08864.0318.0$现状浆砌石拆除$21.95$$313$313Y3019018.0土石填筑工程4.1.5碎石垫层拆除m318.6690.041.810.0781.0318.0$碎石垫层拆除$41.81$$499$499Y10156T18.0土方开挖工程4.1.6畜力转运拆除物（运距200m）m3312.450.0103.080.032207.0318.0$畜力转运拆除物（运距200m）$103.08$$731$731Y90124+Y90130×218.0其他工程4.1.7拆除物外弃（运距5km）m3312.450.038.980.012179.0318.0$拆除物外弃（运距5km）$38.98$$315$315Y2050918.0石方开挖工程4.1.8浆砌石底板恢复（利用拆除料）m368.7620.0183.510.012619.0318.0$浆砌石底板恢复（利用拆除料）$183.51$$343$343Y3008518.0土石填筑工程4.1.9浆砌石台阶恢复（利用拆除料）m325.7850.0193.130.04980.0318.0$浆砌石台阶恢复（利用拆除料）$193.13$$505$505Y3009118.0土石填筑工程4.1.10畜力转运水泥砂浆（运距500m）m333.380.0124.710.04163.0318.0$畜力转运水泥砂浆（运距500m）$124.71$$778$778BC18.0议价4.1.11碎石垫层恢复（利用拆除料）m315.4960.032.880.0510.0318.0$碎石垫层恢复（利用拆除料）$32.88$$502$502Y30002T18.0土石填筑工程4.1.12C25钢筋砼镇、支墩m3701.990.0481.170.0337777.0318.0$C25钢筋砼镇、支墩$481.17$$294$294Y40089+Y40296×1.03+Y40323×1.0318.0混凝土工程4.1.13畜力转运混凝土（运距200m）m3723.050.084.180.060866.0318.0$畜力转运混凝土（运距200m）$84.18$$715$715BC18.0议价4.1.14胶合木模板m21240.8690.027.860.034571.0318.0$胶合木模板$27.86$$298$29818.0模板工程4.1.15畜力转运模板（运距200m）m34.7460.077.590.0368.0318.0$畜力转运模板（运距200m）$77.59$$635$635Y90125+Y90131×218.0其他工程4.1.16钢筋制作与安装t22.3220.05074.580.0113275.0318.0$钢筋制作与安装$5074.58$$301$30118.0钢筋制安工程4.1.1712mm弧形钢板t11.6810.09122.770.0106563.0318.0$12mm弧形钢板$9122.77$$345$3454030401818.0其他工程4.1.18畜力转运钢材（运距200m）t35.1310.0100.280.03523.0318.0$畜力转运钢材（运距200m）$100.28$$630$630Y90127+Y90133×218.0其他工程4.1.193mm橡胶板dm3372.2420.098.50.036666.0318.0$3mm橡胶板$98.5$$347$3474030709118.0其他工程4.1.20DN850钢管 壁厚8mmm83.751354.39834.71113430.069907.0318.0$DN850钢管 壁厚8mm$834.71$$751$751Y14120×0.169+Y1819518.0安装工程4.1.21DN850钢管 壁厚12mmm189.982041.051052.47387759.0199948.0318.0$DN850钢管 壁厚12mm$1052.47$$753$753Y14122×0.255+Y1819518.0安装工程4.1.22DN850钢管 壁厚14mmm171.732386.751140.38409877.0195837.0318.0$DN850钢管 壁厚14mm$1140.38$$755$755Y14123×0.298+Y1819518.0安装工程4.1.23DN400钢管 壁厚8mmm16.74644.04514.6710781.08616.0318.0$DN400钢管 壁厚8mm$514.67$$757$757Y14108×0.08+Y1819118.0安装工程4.1.24钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）m21209.9580.040.380.048858.0318.0$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$$372$3723110325418.0管道安装工程4.1.25钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）m21244.4220.052.930.065867.0318.0$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$$375$3753110325418.0管道安装工程4.1.26原有DN400钢岔管拆除t0.1410.0614.080.087.0318.0$原有DN400钢岔管拆除$614.08$$362$3621011611818.0其他工程4.1.27DN400 钢制Y型对称岔管个1.00.01680.760.01681.0318.0$DN400 钢制Y型对称岔管$1680.76$$360$3604080206118.0管道安装工程4.1.28钢管二次转运（运距200m）t115.2310.0342.260.039439.0318.0$钢管二次转运（运距200m）$342.26$$723$723Y1421518.0管道安装工程4.2内云水电站钢管元0.00.00.0403780.0761387.02474.2.1基坑土方开挖（外弃5km）m3149.8180.027.360.04099.0347.0$基坑土方开挖（外弃5km）$27.36$$387$38747.0土方开挖工程4.2.2基坑土方开挖（就近堆放）m3270.1660.05.920.01599.0347.0$基坑土方开挖（就近堆放）$5.92$$390$39047.0土方开挖工程4.2.3土方回填（利用开挖土）m3229.6410.09.940.02283.0347.0$土方回填（利用开挖土）$9.94$$393$39347.0土石填筑工程4.2.4现状浆砌石拆除m3111.2280.021.950.02441.0347.0$现状浆砌石拆除$21.95$$395$39547.0土石填筑工程4.2.5畜力转运拆除物（运距200m）m352.3450.0103.080.05396.0347.0$畜力转运拆除物（运距200m）$103.08$$735$73547.0其他工程4.2.6拆除物外弃（运距5km）m352.3450.038.980.02040.0347.0$拆除物外弃（运距5km）$38.98$$397$39747.0石方开挖工程4.2.7浆砌石底板恢复（利用拆除料）m358.8830.0183.510.010806.0347.0$浆砌石底板恢复（利用拆除料）$183.51$$399$39947.0土石填筑工程4.2.8畜力转运水泥砂浆（运距500m）m320.790.0124.710.02593.0347.0$畜力转运水泥砂浆（运距500m）$124.71$$779$779BC47.0议价4.2.9C25钢筋砼镇、支墩m3434.5450.0481.170.0209090.0347.0$C25钢筋砼镇、支墩$481.17$$401$40147.0混凝土工程4.2.10畜力转运混凝土（运距200m）m3447.580.084.180.037677.0347.0$畜力转运混凝土（运距200m）$84.18$$717$717BC47.0议价4.2.11胶合木模板m2629.5950.027.860.017541.0347.0$胶合木模板$27.86$$405$40547.0模板工程4.2.12畜力转运模板（运距200m）m32.4080.077.590.0187.0347.0$畜力转运模板（运距200m）$77.59$$644$64447.0其他工程4.2.13钢筋制作与安装t9.7060.05074.580.049254.0347.0$钢筋制作与安装$5074.58$$408$40847.0钢筋制安工程4.2.1412mm弧形钢板t6.0580.09122.770.055266.0347.0$12mm弧形钢板$9122.77$$410$41047.0其他工程4.2.15畜力转运钢材（运距200m）t16.3110.0100.280.01636.0347.0$畜力转运钢材（运距200m）$100.28$$648$64847.0其他工程4.2.163mm橡胶板dm3192.9680.098.50.019007.0347.0$3mm橡胶板$98.5$$412$41247.0其他工程4.2.17DN850钢管 壁厚8mmm143.21354.39834.71193949.0119530.0347.0$DN850钢管 壁厚8mm$834.71$$767$76747.0安装工程4.2.18DN850钢管 壁厚10mmm95.61696.93935.67162227.089450.0347.0$DN850钢管 壁厚10mm$935.67$$769$769Y14121×0.212+Y1819547.0安装工程4.2.19DN600钢管 壁厚8mmm49.6959.75724.2947604.035925.0347.0$DN600钢管 壁厚8mm$724.29$$771$771Y14114×0.12+Y1819347.0安装工程4.2.20钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）m2730.8030.040.380.029510.0347.0$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$$422$42247.0管道安装工程4.2.21钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）m2746.4930.052.930.039512.0347.0$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$$425$42547.0管道安装工程4.2.22现状DN600钢管拆除m49.60.051.970.02578.0347.0$现状DN600钢管拆除$51.97$$437$4374010404447.0其他工程4.2.23原有DN600钢岔管拆除t0.6070.0614.080.0373.0347.0$原有DN600钢岔管拆除$614.08$$429$4291011611847.0其他工程4.2.24DN600 钢制Y型对称岔管个1.00.06318.50.06319.0347.0$DN600 钢制Y型对称岔管$6318.5$$431$4314080206447.0管道安装工程4.2.25钢管二次转运（运距200m）t50.4720.0342.260.017275.0347.0$钢管二次转运（运距200m）$342.26$$725$72547.0管道安装工程合 计1325627.02176191.0A表三临时工程预算表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目编号工程或费用名称单位工程量单价(元)合价(元)备注级别5施工临时工程元0.00.0387740.01205.1施工导流工程元0.00.02449.02215.1.1筑土围堰填筑及拆除（利用开挖土）m37.25520.83151.03$筑土围堰填筑及拆除（利用开挖土）$20.83$$613$613Y30168+Y103055.1.2袋装土围堰填筑及拆除（利用开挖土）m33.33281.11270.03$袋装土围堰填筑及拆除（利用开挖土）$81.11$$616$616Y90001+Y103055.1.3土工膜m220.6699.36193.03$土工膜$9.36$$619$619Y900905.1.4DN500PVC导流管m14.4127.41835.03$DN500PVC导流管$127.4$$621$621Y180365.2施工场外供电工程元0.00.0100000.02235.2.110kV专线供电km1.0100000.0100000.03$10kV专线供电$100000$$481$481BC5.3施工专项工程元0.00.0156721.02245.3.1安全生产措施费元0.00.0156721.03255.3.1.1安全生产措施费项6268832.00.025156721.04$安全生产措施费$2.50%$$623$623FL11,148,111,117,1215.4施工房屋建筑工程元0.00.062688.02315.4.1施工房屋建筑工程项6268832.00.0162688.03$施工房屋建筑工程$1.00%$$624$624FL11,148,111,117,1215.5其他施工临时工程元0.00.065882.02345.5.1其他施工临时工程项6588241.00.0165882.03$其他施工临时工程$1.00%$$625$625FL11,148,111,117,121,123,124,131合 计387740.0A附件表八建筑工程单价表单价编号1项目名称沟槽土方开挖（外弃5km）定额编号Y10070×0.05+Y10395×0.95定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.01731.8$沟槽土方开挖（外弃5km）$27.57$直接费$3A1+A2A$3$A$11.1基本直接费元0.00.01697.84$沟槽土方开挖（外弃5km）$27.57$基本直接费$3A11+A12+A13A1$3$A1$11.1.1人工费元0.00.0304.01$沟槽土方开挖（外弃5km）$27.57$人工费$3[人工费]A11$3$A11$1(1)技工工日0.033120.03.96120.00.0$900010$120$A$3$A$33198145(2)普工工日3.5385.0300.0585.00.0$900020$85$A$3$A$331981461.1.2材料费元0.00.045.99$沟槽土方开挖（外弃5km）$27.57$材料费$3[材料费]A12$3$A12$1(1)零星材料费元45.9924951.045.991.00.0$ST0998$1$B$3$B$331981471.1.3机械使用费元0.00.01347.84$沟槽土方开挖（外弃5km）$27.57$机械使用费$3[机械费]A13$3$A13$1(1)挖掘机 0.6m3台班0.247739.11182.56906.785739.11$1004$906.785$C$3$C$3J3198148(2)推土机 59kw台班0.1235588.5572.69736.81588.55$1022$736.81$C$3$C$3J3198149(3)自卸汽车 5t台班3.1065351.711092.59496.44351.71$3012$496.44$C$3$C$3J31981501.2其他直接费%2.01697.8433.96$沟槽土方开挖（外弃5km）$27.57$其他直接费$3A1A2$3$A2$12间接费%9.01731.8155.86$沟槽土方开挖（外弃5km）$27.57$间接费$3AB$3$B$13利润%7.01887.66132.14$沟槽土方开挖（外弃5km）$27.57$利润$3A+BC$3$C$14主材价差元0.00.0509.33$沟槽土方开挖（外弃5km）$27.57$主材价差$3[材料价差]D$3$D$1(1)柴油kg144.2863.53509.337.033.5$480100002$7.03$J$3$J$3[UsysHLCJ.cl_bcp]31981515未计价装置性材料费元0.00.00.0$沟槽土方开挖（外弃5km）$27.57$未计价装置性材料费$3[主材费]E$3$E$16税金%9.02529.13227.62$沟槽土方开挖（外弃5km）$27.57$税金$3A+B+C+D+EF$3$F$17扩大系数%0.02756.750.0$沟槽土方开挖（外弃5km）$27.57$扩大系数$3A+B+C+D+E+FG$3$G$18工程单价元0.00.02757.0$沟槽土方开挖（外弃5km）$27.57$工程单价$3A+B+C+D+E+F+G+H+I+J+KZ$3$Z$1综合单价元/m327.57$沟槽土方开挖（外弃5km）$27.57$100.0$单价行$3附件表八建筑工程单价表单价编号2项目名称沟槽土方开挖（就近堆放）定额编号Y10070×0.05+Y10311×0.95定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0447.93$沟槽土方开挖（就近堆放）$6.13$直接费$1A1+A2A$1$A$11.1基本直接费元0.00.0439.15$沟槽土方开挖（就近堆放）$6.13$基本直接费$1A11+A12+A13A1$1$A1$11.1.1人工费元0.00.0251.52$沟槽土方开挖（就近堆放）$6.13$人工费$1[人工费]A11$1$A11$1(1)技工工日0.033120.03.96120.00.0$900010$120$A$1$A$13198152(2)普工工日2.912585.0247.5685.00.0$900020$85$A$1$A$131981531.1.2材料费元0.00.012.09$沟槽土方开挖（就近堆放）$6.13$材料费$1[材料费]A12$1$A12$1(1)零星材料费元12.094691.012.091.00.0$ST0998$1$B$1$B$131981541.1.3机械使用费元0.00.0175.54$沟槽土方开挖（就近堆放）$6.13$机械使用费$1[机械费]A13$1$A13$1(1)挖掘机 0.6m3台班0.2375739.11175.54906.785739.11$1004$906.785$C$1$C$1J31981551.2其他直接费%2.0439.158.78$沟槽土方开挖（就近堆放）$6.13$其他直接费$1A1A2$1$A2$12间接费%9.0447.9340.31$沟槽土方开挖（就近堆放）$6.13$间接费$1AB$1$B$13利润%7.0488.2434.18$沟槽土方开挖（就近堆放）$6.13$利润$1A+BC$1$C$14主材价差元0.00.039.82$沟槽土方开挖（就近堆放）$6.13$主材价差$1[材料价差]D$1$D$1(1)柴油kg11.281253.5339.827.033.5$480100002$7.03$J$1$J$1[UsysHLCJ.cl_bcp]31981565未计价装置性材料费元0.00.00.0$沟槽土方开挖（就近堆放）$6.13$未计价装置性材料费$1[主材费]E$1$E$16税金%9.0562.2450.6$沟槽土方开挖（就近堆放）$6.13$税金$1A+B+C+D+EF$1$F$17扩大系数%0.0612.840.0$沟槽土方开挖（就近堆放）$6.13$扩大系数$1A+B+C+D+E+FG$1$G$18工程单价元0.00.0613.0$沟槽土方开挖（就近堆放）$6.13$工程单价$1A+B+C+D+E+F+G+H+I+J+KZ$1$Z$1综合单价元/m36.13$沟槽土方开挖（就近堆放）$6.13$100.0$单价行$1附件表八建筑工程单价表单价编号3项目名称土方回填（利用开挖土）定额编号Y30172定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0761.28$土方回填（利用开挖土）$9.94$直接费$5A1+A2A$5$A$31.1基本直接费元0.00.0746.35$土方回填（利用开挖土）$9.94$基本直接费$5A11+A12+A13A1$5$A1$31.1.1人工费元0.00.0154.9$土方回填（利用开挖土）$9.94$人工费$5[人工费]A11$5$A11$3(1)技工工日0.03120.03.6120.00.0$900010$120$A$5$A$53198157(2)普工工日1.7885.0151.385.00.0$900020$85$A$5$A$531981581.1.2材料费元0.00.021.74$土方回填（利用开挖土）$9.94$材料费$5[材料费]A12$5$A12$3(1)零星材料费%3.0724.6121.74724.610.0$ST0998$724.61$B$5$B$531981611.1.3机械使用费元0.00.0569.71$土方回填（利用开挖土）$9.94$机械使用费$5[机械费]A13$5$A13$3(1)蛙式夯实机 2.8kW台班1.78256.015455.71256.015256.015$1053$256.015$C$5$C$5J3198159(2)推土机 74kW台班0.17670.6114.0857.69670.6$1023$857.69$C$5$C$5J31981601.2其他直接费%2.0746.3514.93$土方回填（利用开挖土）$9.94$其他直接费$5A1A2$5$A2$32间接费%8.0761.2860.9$土方回填（利用开挖土）$9.94$间接费$5AB$5$B$33利润%7.0822.1857.55$土方回填（利用开挖土）$9.94$利润$5A+BC$5$C$34主材价差元0.00.031.81$土方回填（利用开挖土）$9.94$主材价差$5[材料价差]D$5$D$3(1)柴油kg9.013.5331.817.033.5$480100002$7.03$J$5$J$5[UsysHLCJ.cl_bcp]31981625未计价装置性材料费元0.00.00.0$土方回填（利用开挖土）$9.94$未计价装置性材料费$5[主材费]E$5$E$36税金%9.0911.5482.04$土方回填（利用开挖土）$9.94$税金$5A+B+C+D+EF$5$F$37扩大系数%0.0993.580.0$土方回填（利用开挖土）$9.94$扩大系数$5A+B+C+D+E+FG$5$G$38工程单价元0.00.0994.0$土方回填（利用开挖土）$9.94$工程单价$5A+B+C+D+E+F+G+H+I+J+KZ$5$Z$3综合单价元/m39.94$土方回填（利用开挖土）$9.94$100.0$单价行$5附件表八建筑工程单价表单价编号4项目名称中粗砂回填定额编号Y30179定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.07489.9$中粗砂回填$127.32$直接费$9A1+A2A$9$A$31.1基本直接费元0.00.07343.04$中粗砂回填$127.32$基本直接费$9A11+A12+A13A1$9$A1$31.1.1人工费元0.00.0156.1$中粗砂回填$127.32$人工费$9[人工费]A11$9$A11$3(1)技工工日0.04120.04.8120.00.0$900010$120$A$9$A$93198163(2)普工工日1.7885.0151.385.00.0$900020$85$A$9$A$931981641.1.2材料费元0.00.07140.0$中粗砂回填$127.32$材料费$9[材料费]A12$9$A12$3(1)机制砂（用于回填、垫层）m3102.070.07140.099.53170.0$B08254208$99.531$B$9$B$931981651.1.3机械使用费元0.00.046.94$中粗砂回填$127.32$机械使用费$9[机械费]A13$9$A13$3(1)推土机 74kW台班0.07670.646.94857.69670.6$1023$857.69$C$9$C$9J31981661.2其他直接费%2.07343.04146.86$中粗砂回填$127.32$其他直接费$9A1A2$9$A2$32间接费%8.07489.9599.19$中粗砂回填$127.32$间接费$9AB$9$B$33利润%7.08089.09566.24$中粗砂回填$127.32$利润$9A+BC$9$C$34主材价差元0.00.03025.26$中粗砂回填$127.32$主材价差$9[材料价差]D$9$D$3(1)柴油kg3.713.5313.17.033.5$480100002$7.03$J$9$J$9[UsysHLCJ.cl_bcp]3198168(2)机制砂（用于回填、垫层）m3102.029.5313012.1699.53170.0$B08254208$99.531$J$9$J$9[UsysHLCJ.cl_bcp]31981675未计价装置性材料费元0.00.00.0$中粗砂回填$127.32$未计价装置性材料费$9[主材费]E$9$E$36税金%9.011680.591051.25$中粗砂回填$127.32$税金$9A+B+C+D+EF$9$F$37扩大系数%0.012731.840.0$中粗砂回填$127.32$扩大系数$9A+B+C+D+E+FG$9$G$38工程单价元0.00.012732.0$中粗砂回填$127.32$工程单价$9A+B+C+D+E+F+G+H+I+J+KZ$9$Z$3综合单价元/m3127.32$中粗砂回填$127.32$100.0$单价行$9附件表八建筑工程单价表单价编号5项目名称复合土工布定额编号Y90091T定额单位100m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0721.93$复合土工布$8.93$直接费$7A1+A2A$7$A$101.1基本直接费元0.00.0707.77$复合土工布$8.93$基本直接费$7A11+A12+A13A1$7$A1$101.1.1人工费元0.00.0273.05$复合土工布$8.93$人工费$7[人工费]A11$7$A11$10(1)技工工日0.88120.0105.6120.00.0$900010$120$A$7$A$73198169(2)普工工日1.9785.0167.4585.00.0$900020$85$A$7$A$731981701.1.2材料费元0.00.0434.72$复合土工布$8.93$材料费$7[材料费]A12$7$A12$10(1)复合土工膜m2106.03.0318.03.00.0$901800$3$B$7$B$73198171(2)工程胶kg2.050.0100.050.00.0$902020$50$B$7$B$73198172(3)其他材料费%4.0418.016.72418.00.0$ST0999$418$B$7$B$731981731.1.3机械使用费元0.00.00.0$复合土工布$8.93$机械使用费$7[机械费]A13$7$A13$101.2其他直接费%2.0707.7714.16$复合土工布$8.93$其他直接费$7A1A2$7$A2$102间接费%6.0721.9343.32$复合土工布$8.93$间接费$7AB$7$B$103利润%7.0765.2553.57$复合土工布$8.93$利润$7A+BC$7$C$104主材价差元0.00.00.0$复合土工布$8.93$主材价差$7[材料价差]D$7$D$105未计价装置性材料费元0.00.00.0$复合土工布$8.93$未计价装置性材料费$7[主材费]E$7$E$106税金%9.0818.8273.69$复合土工布$8.93$税金$7A+B+C+D+EF$7$F$107扩大系数%0.0892.510.0$复合土工布$8.93$扩大系数$7A+B+C+D+E+FG$7$G$108工程单价元0.00.0893.0$复合土工布$8.93$工程单价$7A+B+C+D+E+F+G+H+I+J+KZ$7$Z$10综合单价元/m28.93$复合土工布$8.93$100.0$单价行$7附件表八建筑工程单价表单价编号6项目名称碎石填充定额编号Y30177T定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.07526.31$碎石填充$160.98$直接费$12A1+A2A$12$A$31.1基本直接费元0.00.07378.74$碎石填充$160.98$基本直接费$12A11+A12+A13A1$12$A1$31.1.1人工费元0.00.0156.1$碎石填充$160.98$人工费$12[人工费]A11$12$A11$3(1)技工工日0.04120.04.8120.00.0$900010$120$A$12$A$123198174(2)普工工日1.7885.0151.385.00.0$900020$85$A$12$A$1231981751.1.2材料费元0.00.07175.7$碎石填充$160.98$材料费$12[材料费]A12$12$A12$3(1)碎石m3102.070.07140.0129.39270.0$400500132$129.392$B$12$B$123198176(2)其他材料费%0.57140.035.77140.00.0$ST0999$7140$B$12$B$1231981781.1.3机械使用费元0.00.046.94$碎石填充$160.98$机械使用费$12[机械费]A13$12$A13$3(1)推土机 74kW台班0.07670.646.94857.69670.6$1023$857.69$C$12$C$12J31981771.2其他直接费%2.07378.74147.57$碎石填充$160.98$其他直接费$12A1A2$12$A2$32间接费%8.07526.31602.1$碎石填充$160.98$间接费$12AB$12$B$33利润%7.08128.41568.99$碎石填充$160.98$利润$12A+BC$12$C$34主材价差元0.00.06071.08$碎石填充$160.98$主材价差$12[材料价差]D$12$D$3(1)碎石m3102.059.3926057.98129.39270.0$400500132$129.392$J$12$J$12[UsysHLCJ.cl_bcp]3198179(2)柴油kg3.713.5313.17.033.5$480100002$7.03$J$12$J$12[UsysHLCJ.cl_bcp]31981805未计价装置性材料费元0.00.00.0$碎石填充$160.98$未计价装置性材料费$12[主材费]E$12$E$36税金%9.014768.481329.16$碎石填充$160.98$税金$12A+B+C+D+EF$12$F$37扩大系数%0.016097.640.0$碎石填充$160.98$扩大系数$12A+B+C+D+E+FG$12$G$38工程单价元0.00.016098.0$碎石填充$160.98$工程单价$12A+B+C+D+E+F+G+H+I+J+KZ$12$Z$3综合单价元/m3160.98$碎石填充$160.98$100.0$单价行$12附件表八建筑工程单价表单价编号7项目名称φ800塑料盲沟定额编号40404015T定额单位m0.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.083.31$φ800塑料盲沟$102.99$直接费$14A1+A2A$14$A$101.1基本直接费元0.00.081.68$φ800塑料盲沟$102.99$基本直接费$14A11+A12+A13A1$14$A1$101.1.1人工费元0.00.07.84$φ800塑料盲沟$102.99$人工费$14[人工费]A11$14$A11$10(1)定额人工费元7.751.0117.841.0110.0$000000018$1.011$A$14$A$1431981811.1.2材料费元0.00.073.79$φ800塑料盲沟$102.99$材料费$14[材料费]A12$14$A12$10(1)φ800塑料盲沟m1.0669.2673.4269.260.0$B02707368$69.26$B$14$B$143198182(2)其他材料费%0.573.420.3773.420.0$ST0999$73.42$B$14$B$1431981841.1.3机械使用费元0.00.00.05$φ800塑料盲沟$102.99$机械使用费$14[机械费]A13$14$A13$10(1)其他机械费元0.05061.00.051.00.0$612300299$1$C$14$C$1431981831.2其他直接费%2.081.681.63$φ800塑料盲沟$102.99$其他直接费$14A1A2$14$A2$102间接费%6.083.315.0$φ800塑料盲沟$102.99$间接费$14AB$14$B$103利润%7.088.316.18$φ800塑料盲沟$102.99$利润$14A+BC$14$C$104主材价差元0.00.00.0$φ800塑料盲沟$102.99$主材价差$14[材料价差]D$14$D$105未计价装置性材料费元0.00.00.0$φ800塑料盲沟$102.99$未计价装置性材料费$14[主材费]E$14$E$106税金%9.094.498.5$φ800塑料盲沟$102.99$税金$14A+B+C+D+EF$14$F$107扩大系数%0.0102.990.0$φ800塑料盲沟$102.99$扩大系数$14A+B+C+D+E+FG$14$G$108工程单价元0.00.0102.99$φ800塑料盲沟$102.99$工程单价$14A+B+C+D+E+F+G+H+I+J+KZ$14$Z$10综合单价元/m102.99$φ800塑料盲沟$102.99$1.0$单价行$14附件表八建筑工程单价表单价编号8项目名称C20埋石砼截洪沟（埋石率20%）定额编号Y40075T+Y40296×1.030×0.8+Y40323×1.030×0.8定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.027567.86$C20埋石砼截洪沟（埋石率20%）$458.65$直接费$16A1+A2A$16$A$51.1基本直接费元0.00.027027.31$C20埋石砼截洪沟（埋石率20%）$458.65$基本直接费$16A11+A12+A13A1$16$A1$51.1.1人工费元0.00.08281.01$C20埋石砼截洪沟（埋石率20%）$458.65$人工费$16[人工费]A11$16$A11$5(1)技工工日33.21448120.03985.74120.00.0$900010$120$A$16$A$163198185(2)普工工日50.5326485.04295.2785.00.0$900020$85$A$16$A$1631981861.1.2材料费元0.00.018104.93$C20埋石砼截洪沟（埋石率20%）$458.65$材料费$16[材料费]A12$16$A12$5(1)毛石m334.81470.02436.9899.53170.0$901190$99.531$B$16$B$163198187(2)零星材料费元75.8811711.075.881.00.0$ST0998$1$B$16$B$163198196(3)纯混凝土 C20 水泥42.5 2级配 机制砂 碎石≤4cmm382.4183.35915108.78284.178183.359$018-5$284.178$B$16$B$16P3198188(4)水m398.03.11304.783.110.0$403100218$3.11$B$16$B$163198189(5)其他材料费元178.50541.0178.511.00.0$ST0999$1$B$16$B$1631981921.1.3机械使用费元0.00.0641.37$C20埋石砼截洪沟（埋石率20%）$458.65$机械使用费$16[机械费]A13$16$A13$5(1)搅拌机 0.4m3台班2.20832187.726414.56187.726187.726$2004$187.726$C$16$C$16J3198194(2)胶轮车台班16.471764.7578.244.754.75$3045$4.75$C$16$C$16J3198195(3)振动器 1.1kW台班5.8310.69262.3310.69210.692$2037$10.692$C$16$C$16J3198190(4)风水枪台班0.33216.73471.52216.734216.734$2067$216.734$C$16$C$16J3198191(5)其他机械费元14.72351.014.721.00.0$ST9999$1$C$16$C$1631981931.2其他直接费%2.027027.31540.55$C20埋石砼截洪沟（埋石率20%）$458.65$其他直接费$16A1A2$16$A2$52间接费%11.027567.863032.46$C20埋石砼截洪沟（埋石率20%）$458.65$间接费$16AB$16$B$53利润%7.030600.322142.02$C20埋石砼截洪沟（埋石率20%）$458.65$利润$16A+BC$16$C$54主材价差元0.00.09335.58$C20埋石砼截洪沟（埋石率20%）$458.65$主材价差$16[材料价差]D$16$D$5(1)水泥42.5kg24052.23040.0882116.60.3880.3$400100002$0.388$J$16$J$16[UsysHLCJ.cl_bcp]3198198(2)碎石 ≤4cmm365.054859.3923863.73129.39270.0$400500147$129.392$J$16$J$16[UsysHLCJ.cl_bcp]3198200(3)毛石m334.81429.5311028.0999.53170.0$901190$99.531$J$16$J$16[UsysHLCJ.cl_bcp]3198197(4)机制砂（用于混凝土、砂浆）m347.0751249.4352327.16119.43570.0$B02972499$119.435$J$16$J$16[UsysHLCJ.cl_bcp]31981995未计价装置性材料费元0.00.00.0$C20埋石砼截洪沟（埋石率20%）$458.65$未计价装置性材料费$16[主材费]E$16$E$56税金%9.042077.923787.01$C20埋石砼截洪沟（埋石率20%）$458.65$税金$16A+B+C+D+EF$16$F$57扩大系数%0.045864.930.0$C20埋石砼截洪沟（埋石率20%）$458.65$扩大系数$16A+B+C+D+E+FG$16$G$58工程单价元0.00.045865.0$C20埋石砼截洪沟（埋石率20%）$458.65$工程单价$16A+B+C+D+E+F+G+H+I+J+KZ$16$Z$5综合单价元/m3458.65$C20埋石砼截洪沟（埋石率20%）$458.65$100.0$单价行$16附件表八建筑工程单价表单价编号9项目名称C25砼跌水定额编号Y40092T+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.030669.63$C25砼跌水$511.72$直接费$23A1+A2A$23$A$51.1基本直接费元0.00.030068.26$C25砼跌水$511.72$基本直接费$23A11+A12+A13A1$23$A1$51.1.1人工费元0.00.08473.74$C25砼跌水$511.72$人工费$23[人工费]A11$23$A11$5(1)技工工日35.0556120.04206.67120.00.0$900010$120$A$23$A$233198201(2)普工工日50.200885.04267.0785.00.0$900020$85$A$23$A$2331982021.1.2材料费元0.00.020497.74$C25砼跌水$511.72$材料费$23[材料费]A12$23$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$23$B$23P3198203(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$23$B$233198211(3)水m3140.03.11435.43.110.0$403100218$3.11$B$23$B$233198204(4)其他材料费元400.05641.0400.061.00.0$ST0999$1$B$23$B$2331982071.1.3机械使用费元0.00.01096.78$C25砼跌水$511.72$机械使用费$23[机械费]A13$23$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$23$C$23J3198209(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$23$C$23J3198210(3)振动器 1.1kW台班6.5510.69270.0310.69210.692$2037$10.692$C$23$C$23J3198205(4)风水枪台班1.64216.734355.44216.734216.734$2067$216.734$C$23$C$23J3198206(5)其他机械费元55.31111.055.311.00.0$ST9999$1$C$23$C$2331982081.2其他直接费%2.030068.26601.37$C25砼跌水$511.72$其他直接费$23A1A2$23$A2$52间接费%11.030669.633373.66$C25砼跌水$511.72$间接费$23AB$23$B$53利润%7.034043.292383.03$C25砼跌水$511.72$利润$23A+BC$23$C$54主材价差元0.00.010520.26$C25砼跌水$511.72$主材价差$23[材料价差]D$23$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$23$J$23[UsysHLCJ.cl_bcp]3198212(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$23$J$23[UsysHLCJ.cl_bcp]3198214(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$23$J$23[UsysHLCJ.cl_bcp]31982135未计价装置性材料费元0.00.00.0$C25砼跌水$511.72$未计价装置性材料费$23[主材费]E$23$E$56税金%9.046946.584225.19$C25砼跌水$511.72$税金$23A+B+C+D+EF$23$F$57扩大系数%0.051171.770.0$C25砼跌水$511.72$扩大系数$23A+B+C+D+E+FG$23$G$58工程单价元0.00.051172.0$C25砼跌水$511.72$工程单价$23A+B+C+D+E+F+G+H+I+J+KZ$23$Z$5综合单价元/m3511.72$C25砼跌水$511.72$100.0$单价行$23附件表八建筑工程单价表单价编号10项目名称C25砼底板定额编号Y40066+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.028887.38$C25砼底板$488.64$直接费$27A1+A2A$27$A$51.1基本直接费元0.00.028320.96$C25砼底板$488.64$基本直接费$27A11+A12+A13A1$27$A1$51.1.1人工费元0.00.07480.24$C25砼底板$488.64$人工费$27[人工费]A11$27$A11$5(1)技工工日35.8856120.04306.27120.00.0$900010$120$A$27$A$273198215(2)普工工日37.340885.03173.9785.00.0$900020$85$A$27$A$2731982161.1.2材料费元0.00.020078.92$C25砼底板$488.64$材料费$27[材料费]A12$27$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$27$B$27P3198217(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$27$B$273198225(3)水m3102.03.11317.223.110.0$403100218$3.11$B$27$B$273198218(4)其他材料费元99.42321.099.421.00.0$ST0999$1$B$27$B$2731982211.1.3机械使用费元0.00.0761.8$C25砼底板$488.64$机械使用费$27[机械费]A13$27$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$27$C$27J3198223(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$27$C$27J3198224(3)振动器 1.1kW台班6.5510.69270.0310.69210.692$2037$10.692$C$27$C$27J3198219(4)风水枪台班0.33216.73471.52216.734216.734$2067$216.734$C$27$C$27J3198220(5)其他机械费元4.24651.04.251.00.0$ST9999$1$C$27$C$2731982221.2其他直接费%2.028320.96566.42$C25砼底板$488.64$其他直接费$27A1A2$27$A2$52间接费%11.028887.383177.61$C25砼底板$488.64$间接费$27AB$27$B$53利润%7.032064.992244.55$C25砼底板$488.64$利润$27A+BC$27$C$54主材价差元0.00.010520.26$C25砼底板$488.64$主材价差$27[材料价差]D$27$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$27$J$27[UsysHLCJ.cl_bcp]3198226(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$27$J$27[UsysHLCJ.cl_bcp]3198228(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$27$J$27[UsysHLCJ.cl_bcp]31982275未计价装置性材料费元0.00.00.0$C25砼底板$488.64$未计价装置性材料费$27[主材费]E$27$E$56税金%9.044829.84034.68$C25砼底板$488.64$税金$27A+B+C+D+EF$27$F$57扩大系数%0.048864.480.0$C25砼底板$488.64$扩大系数$27A+B+C+D+E+FG$27$G$58工程单价元0.00.048864.0$C25砼底板$488.64$工程单价$27A+B+C+D+E+F+G+H+I+J+KZ$27$Z$5综合单价元/m3488.64$C25砼底板$488.64$100.0$单价行$27附件表八建筑工程单价表单价编号11项目名称胶合木模板定额编号Y50122+Y50123定额单位100m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.02198.75$胶合木模板$27.86$直接费$20A1+A2A$20$A$41.1基本直接费元0.00.02155.64$胶合木模板$27.86$基本直接费$20A11+A12+A13A1$20$A1$41.1.1人工费元0.00.0741.7$胶合木模板$27.86$人工费$20[人工费]A11$20$A11$4(1)技工工日5.26120.0631.2120.00.0$900010$120$A$20$A$203198229(2)普工工日1.385.0110.585.00.0$900020$85$A$20$A$2031982301.1.2材料费元0.00.01102.1$胶合木模板$27.86$材料费$20[材料费]A12$20$A12$4(1)胶合模板（18mm）m221.2524.9529.1324.90.0$906210$24.9$B$20$B$203198231(2)铁件kg6.763.62824.533.6280.0$904190$3.628$B$20$B$203198232(3)铁丝kg7.562.8921.852.890.0$904410$2.89$B$20$B$203198239(4)铁钉kg5.49.9353.629.930.0$904170$9.93$B$20$B$203198233(5)锯材m30.351289.6451.361289.60.0$900580$1289.6$B$20$B$203198234(6)其他材料费元21.60981.021.611.00.0$ST0999$1$B$20$B$2031982371.1.3机械使用费元0.00.0311.84$胶合木模板$27.86$机械使用费$20[机械费]A13$20$A13$4(1)汽车起重机 5t台班0.22427.794.09537.842427.7$4045$537.842$C$20$C$20J3198240(2)圆盘锯台班0.39276.805107.95276.805276.805$8124$276.805$C$20$C$20J3198235(3)载重汽车 5t台班0.28381.1106.71517.828381.1$3004$517.828$C$20$C$20J3198236(4)其他机械费元3.08751.03.091.00.0$ST9999$1$C$20$C$2031982381.2其他直接费%2.02155.6443.11$胶合木模板$27.86$其他直接费$20A1A2$20$A2$42间接费%6.02198.75131.93$胶合木模板$27.86$间接费$20AB$20$B$43利润%7.02330.68163.15$胶合木模板$27.86$利润$20A+BC$20$C$44主材价差元0.00.062.52$胶合木模板$27.86$主材价差$20[材料价差]D$20$D$4(1)汽油kg14.8144.2262.528.724.5$480100028$8.72$J$20$J$20[UsysHLCJ.cl_bcp]31982415未计价装置性材料费元0.00.00.0$胶合木模板$27.86$未计价装置性材料费$20[主材费]E$20$E$46税金%9.02556.35230.07$胶合木模板$27.86$税金$20A+B+C+D+EF$20$F$47扩大系数%0.02786.420.0$胶合木模板$27.86$扩大系数$20A+B+C+D+E+FG$20$G$48工程单价元0.00.02786.0$胶合木模板$27.86$工程单价$20A+B+C+D+E+F+G+H+I+J+KZ$20$Z$4综合单价元/m227.86$胶合木模板$27.86$100.0$单价行$20附件表八建筑工程单价表单价编号12项目名称人工清淤（运距200m）定额编号Y10397+Y10400×18定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.08725.21$人工清淤（运距200m）$110.92$直接费$33A1+A2A$33$A$11.1基本直接费元0.00.08554.13$人工清淤（运距200m）$110.92$基本直接费$33A11+A12+A13A1$33$A1$11.1.1人工费元0.00.08477.6$人工清淤（运距200m）$110.92$人工费$33[人工费]A11$33$A11$1(1)技工工日0.89120.0106.8120.00.0$900010$120$A$33$A$333198242(2)普工工日98.4885.08370.885.00.0$900020$85$A$33$A$3331982431.1.2材料费元0.00.076.53$人工清淤（运距200m）$110.92$材料费$33[材料费]A12$33$A12$1(1)零星材料费元76.5281.076.531.00.0$ST0998$1$B$33$B$3331982441.1.3机械使用费元0.00.00.0$人工清淤（运距200m）$110.92$机械使用费$33[机械费]A13$33$A13$11.2其他直接费%2.08554.13171.08$人工清淤（运距200m）$110.92$其他直接费$33A1A2$33$A2$12间接费%9.08725.21785.27$人工清淤（运距200m）$110.92$间接费$33AB$33$B$13利润%7.09510.48665.73$人工清淤（运距200m）$110.92$利润$33A+BC$33$C$14主材价差元0.00.00.0$人工清淤（运距200m）$110.92$主材价差$33[材料价差]D$33$D$15未计价装置性材料费元0.00.00.0$人工清淤（运距200m）$110.92$未计价装置性材料费$33[主材费]E$33$E$16税金%9.010176.21915.86$人工清淤（运距200m）$110.92$税金$33A+B+C+D+EF$33$F$17扩大系数%0.011092.070.0$人工清淤（运距200m）$110.92$扩大系数$33A+B+C+D+E+FG$33$G$18工程单价元0.00.011092.0$人工清淤（运距200m）$110.92$工程单价$33A+B+C+D+E+F+G+H+I+J+KZ$33$Z$1综合单价元/m3110.92$人工清淤（运距200m）$110.92$100.0$单价行$33附件表八建筑工程单价表单价编号13项目名称C25预制钢筋砼盖板定额编号Y40154+Y40224+Y40296×1.119+Y40323×1.119定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.063491.74$C25预制钢筋砼盖板$946.5$直接费$36A1+A2A$36$A$51.1基本直接费元0.00.062246.8$C25预制钢筋砼盖板$946.5$基本直接费$36A11+A12+A13A1$36$A1$51.1.1人工费元0.00.030700.03$C25预制钢筋砼盖板$946.5$人工费$36[人工费]A11$36$A11$5(1)技工工日177.04288120.021245.15120.00.0$900010$120$A$36$A$363198245(2)普工工日111.2338485.09454.8885.00.0$900020$85$A$36$A$3631982461.1.2材料费元0.00.028591.38$C25预制钢筋砼盖板$946.5$材料费$36[材料费]A12$36$A12$5(1)板枋材m33.691289.64758.621289.60.0$901850$1289.6$B$36$B$363198247(2)零星材料费元103.0473671.0103.051.00.0$ST0998$1$B$36$B$363198264(3)铁钉kg11.09.93109.239.930.0$904170$9.93$B$36$B$363198248(4)圆木m30.62978.32606.56978.320.0$904720$978.32$B$36$B$363198256(5)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3110.6189.97521011.24292.113189.975$022-5$292.113$B$36$B$36P3198249(6)铁垫板kg71.06.24443.046.240.0$904160$6.24$B$36$B$363198257(7)水m3266.03.11827.263.110.0$403100218$3.11$B$36$B$363198250(8)铁丝kg13.02.8937.572.890.0$904410$2.89$B$36$B$363198258(9)电焊条kg27.04.98134.464.980.0$901450$4.98$B$36$B$363198259(10)其他材料费元358.68681.0358.691.00.0$ST0999$1$B$36$B$363198254(11)水泥砌筑砂浆 M7.5 水泥42.5m31.3155.123201.66232.74155.123$276-0$232.74$B$36$B$36P31982601.1.3机械使用费元0.00.02955.39$C25预制钢筋砼盖板$946.5$机械使用费$36[机械费]A13$36$A13$5(1)搅拌机 0.4m3台班2.99892187.726562.98187.726187.726$2004$187.726$C$36$C$36J3198262(2)胶轮车台班22.368814.75106.254.754.75$3045$4.75$C$36$C$36J3198263(3)塔式起重机 10t台班2.9657.0751905.52657.075657.075$4012$657.075$C$36$C$36J3198251(4)振动器（插入式） 2.2kW台班8.011.14389.1411.14311.143$2039$11.143$C$36$C$36J3198252(5)载重汽车 5t台班0.21381.180.03517.828381.1$3004$517.828$C$36$C$36J3198253(6)电焊机（交流） 25kVA台班4.0646.51188.8346.5146.51$8078$46.51$C$36$C$36J3198261(7)其他机械费元22.63521.022.641.00.0$ST9999$1$C$36$C$3631982551.2其他直接费%2.062246.81244.94$C25预制钢筋砼盖板$946.5$其他直接费$36A1A2$36$A2$52间接费%11.063491.746984.09$C25预制钢筋砼盖板$946.5$间接费$36AB$36$B$53利润%7.070475.834933.31$C25预制钢筋砼盖板$946.5$利润$36A+BC$36$C$54主材价差元0.00.011426.12$C25预制钢筋砼盖板$946.5$主材价差$36[材料价差]D$36$D$5(1)水泥42.5kg35606.44220.0883133.370.3880.3$400100002$0.388$J$36$J$36[UsysHLCJ.cl_bcp]3198265(2)碎石 ≤4cmm387.318759.3925186.03129.39270.0$400500147$129.392$J$36$J$36[UsysHLCJ.cl_bcp]3198267(3)汽油kg6.8044.2228.718.724.5$480100028$8.72$J$36$J$36[UsysHLCJ.cl_bcp]3198268(4)机制砂（用于混凝土、砂浆）m362.2638849.4353078.01119.43570.0$B02972499$119.435$J$36$J$36[UsysHLCJ.cl_bcp]31982665未计价装置性材料费元0.00.00.0$C25预制钢筋砼盖板$946.5$未计价装置性材料费$36[主材费]E$36$E$56税金%9.086835.267815.17$C25预制钢筋砼盖板$946.5$税金$36A+B+C+D+EF$36$F$57扩大系数%0.094650.430.0$C25预制钢筋砼盖板$946.5$扩大系数$36A+B+C+D+E+FG$36$G$58工程单价元0.00.094650.0$C25预制钢筋砼盖板$946.5$工程单价$36A+B+C+D+E+F+G+H+I+J+KZ$36$Z$5综合单价元/m3946.5$C25预制钢筋砼盖板$946.5$100.0$单价行$36附件表八建筑工程单价表单价编号14项目名称钢筋制作与安装定额编号Y40246定额单位t0.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.03786.75$钢筋制作与安装$5074.58$直接费$41A1+A2A$41$A$61.1基本直接费元0.00.03712.5$钢筋制作与安装$5074.58$基本直接费$41A11+A12+A13A1$41$A1$61.1.1人工费元0.00.0873.2$钢筋制作与安装$5074.58$人工费$41[人工费]A11$41$A11$6(1)技工工日5.69120.0682.8120.00.0$900010$120$A$41$A$413198269(2)普工工日2.2485.0190.485.00.0$900020$85$A$41$A$4131982701.1.2材料费元0.00.02726.52$钢筋制作与安装$5074.58$材料费$41[材料费]A12$41$A12$6(1)螺纹钢筋ｔ1.022600.02652.02949.5532600.0$B06387059$2949.553$B$41$B$413198271(2)铁丝kg4.02.8911.562.890.0$904410$2.89$B$41$B$413198272(3)电焊条kg7.224.9835.964.980.0$901450$4.98$B$41$B$413198273(4)其他材料费%1.02699.5227.02699.520.0$ST0999$2699.52$B$41$B$4131982821.1.3机械使用费元0.00.0112.78$钢筋制作与安装$5074.58$机械使用费$41[机械费]A13$41$A13$6(1)钢筋调直机 14kW台班0.04173.796.95173.79173.79$8091$173.79$C$41$C$41J3198274(2)风砂枪台班0.11216.73423.84216.734216.734$2067$216.734$C$41$C$41J3198275(3)钢筋切断机 20kW台班0.03201.126.03201.12201.12$8090$201.12$C$41$C$41J3198276(4)钢筋弯曲机 Φ6-40台班0.07155.0210.85155.02155.02$8087$155.02$C$41$C$41J3198277(5)电焊机 25kVA台班0.7246.5133.4946.5146.51$8078$46.51$C$41$C$41J3198278(6)对焊机 150型台班0.03380.28211.41380.282380.282$8081$380.282$C$41$C$41J3198279(7)载重汽车 5t台班0.03381.111.43517.828381.1$3004$517.828$C$41$C$41J3198280(8)塔式起重机 10t台班0.01657.0756.57657.075657.075$4012$657.075$C$41$C$41J3198281(9)其他机械费%2.0110.572.21110.570.0$ST9999$110.57$C$41$C$4131982831.2其他直接费%2.03712.574.25$钢筋制作与安装$5074.58$其他直接费$41A1A2$41$A2$62间接费%6.03786.75227.21$钢筋制作与安装$5074.58$间接费$41AB$41$B$63利润%7.04013.96280.98$钢筋制作与安装$5074.58$利润$41A+BC$41$C$64主材价差元0.00.0360.64$钢筋制作与安装$5074.58$主材价差$41[材料价差]D$41$D$6(1)汽油kg0.9724.224.18.724.5$480100028$8.72$J$41$J$41[UsysHLCJ.cl_bcp]3198285(2)螺纹钢筋ｔ1.02349.553356.542949.5532600.0$B06387059$2949.553$J$41$J$41[UsysHLCJ.cl_bcp]31982845未计价装置性材料费元0.00.00.0$钢筋制作与安装$5074.58$未计价装置性材料费$41[主材费]E$41$E$66税金%9.04655.58419.0$钢筋制作与安装$5074.58$税金$41A+B+C+D+EF$41$F$67扩大系数%0.05074.580.0$钢筋制作与安装$5074.58$扩大系数$41A+B+C+D+E+FG$41$G$68工程单价元0.00.05074.58$钢筋制作与安装$5074.58$工程单价$41A+B+C+D+E+F+G+H+I+J+KZ$41$Z$6综合单价元/t5074.58$钢筋制作与安装$5074.58$1.0$单价行$41附件表八建筑工程单价表单价编号15项目名称畜力转运预制盖板（运距500m）定额编号BC006定额单位m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0250.0$畜力转运预制盖板（运距500m）$250$直接费$653A1+A2A$653$A$151.1基本直接费元0.00.0250.0$畜力转运预制盖板（运距500m）$250$基本直接费$653A11+A12+A13A1$653$A1$151.1.1人工费元0.00.00.0$畜力转运预制盖板（运距500m）$250$人工费$653[人工费]A11$653$A11$151.1.2材料费元0.00.0250.0$畜力转运预制盖板（运距500m）$250$材料费$653[材料费]A12$653$A12$15(1)畜力转运预制盖板（运距500m）m31.0250.0250.0250.00.0$B02011704$250$B$653$B$65329871.1.3机械使用费元0.00.00.0$畜力转运预制盖板（运距500m）$250$机械使用费$653[机械费]A13$653$A13$151.2其他直接费%0.0250.00.0$畜力转运预制盖板（运距500m）$250$其他直接费$653A1A2$653$A2$152间接费%0.0250.00.0$畜力转运预制盖板（运距500m）$250$间接费$653AB$653$B$153利润%0.0250.00.0$畜力转运预制盖板（运距500m）$250$利润$653A+BC$653$C$154主材价差元0.00.00.0$畜力转运预制盖板（运距500m）$250$主材价差$653[材料价差]D$653$D$155未计价装置性材料费元0.00.00.0$畜力转运预制盖板（运距500m）$250$未计价装置性材料费$653[主材费]E$653$E$156税金%0.0250.00.0$畜力转运预制盖板（运距500m）$250$税金$653A+B+C+D+EF$653$F$157扩大系数%0.0250.00.0$畜力转运预制盖板（运距500m）$250$扩大系数$653A+B+C+D+E+FG$653$G$158工程单价元0.00.0250.0$畜力转运预制盖板（运距500m）$250$工程单价$653A+B+C+D+E+F+G+H+I+J+KZ$653$Z$15综合单价元/m3250.0$畜力转运预制盖板（运距500m）$250$1.0$单价行$653附件表八建筑工程单价表单价编号16项目名称伸缩缝 沥青木板定额编号Y40276定额单位100m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.010084.79$伸缩缝 沥青木板$130.56$直接费$43A1+A2A$43$A$51.1基本直接费元0.00.09887.05$伸缩缝 沥青木板$130.56$基本直接费$43A11+A12+A13A1$43$A1$51.1.1人工费元0.00.02277.6$伸缩缝 沥青木板$130.56$人工费$43[人工费]A11$43$A11$5(1)技工工日14.56120.01747.2120.00.0$900010$120$A$43$A$433198286(2)普工工日6.2485.0530.485.00.0$900020$85$A$43$A$4331982871.1.2材料费元0.00.07606.84$伸缩缝 沥青木板$130.56$材料费$43[材料费]A12$43$A12$5(1)板枋材m32.21289.62837.121289.60.0$901850$1289.6$B$43$B$433198288(2)沥青t1.243630.04501.23630.00.0$900220$3630$B$43$B$433198289(3)木柴t0.42460.0193.2460.00.0$901090$460$B$43$B$433198290(4)其他材料费%1.07531.5275.327531.520.0$ST0999$7531.52$B$43$B$4331982921.1.3机械使用费元0.00.02.61$伸缩缝 沥青木板$130.56$机械使用费$43[机械费]A13$43$A13$5(1)胶轮车台班0.554.752.614.754.75$3045$4.75$C$43$C$43J31982911.2其他直接费%2.09887.05197.74$伸缩缝 沥青木板$130.56$其他直接费$43A1A2$43$A2$52间接费%11.010084.791109.33$伸缩缝 沥青木板$130.56$间接费$43AB$43$B$53利润%7.011194.12783.59$伸缩缝 沥青木板$130.56$利润$43A+BC$43$C$54主材价差元0.00.00.0$伸缩缝 沥青木板$130.56$主材价差$43[材料价差]D$43$D$55未计价装置性材料费元0.00.00.0$伸缩缝 沥青木板$130.56$未计价装置性材料费$43[主材费]E$43$E$56税金%9.011977.711077.99$伸缩缝 沥青木板$130.56$税金$43A+B+C+D+EF$43$F$57扩大系数%0.013055.70.0$伸缩缝 沥青木板$130.56$扩大系数$43A+B+C+D+E+FG$43$G$58工程单价元0.00.013056.0$伸缩缝 沥青木板$130.56$工程单价$43A+B+C+D+E+F+G+H+I+J+KZ$43$Z$5综合单价元/m2130.56$伸缩缝 沥青木板$130.56$100.0$单价行$43附件表八建筑工程单价表单价编号17项目名称畜力转运板枋材（运距500m）定额编号Y90125+Y90131×8定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.09396.89$畜力转运板枋材（运距500m）$116.17$直接费$495A1+A2A$495$A$101.1基本直接费元0.00.09212.64$畜力转运板枋材（运距500m）$116.17$基本直接费$495A11+A12+A13A1$495$A1$101.1.1人工费元0.00.09112.0$畜力转运板枋材（运距500m）$116.17$人工费$495[人工费]A11$495$A11$10(1)畜力工日107.285.09112.085.00.0$900030$85$A$495$A$49531982931.1.2材料费元0.00.0100.64$畜力转运板枋材（运距500m）$116.17$材料费$495[材料费]A12$495$A12$10(1)零星材料费元100.641.0100.641.00.0$ST0998$1$B$495$B$49531982941.1.3机械使用费元0.00.00.0$畜力转运板枋材（运距500m）$116.17$机械使用费$495[机械费]A13$495$A13$101.2其他直接费%2.09212.64184.25$畜力转运板枋材（运距500m）$116.17$其他直接费$495A1A2$495$A2$102间接费%6.09396.89563.81$畜力转运板枋材（运距500m）$116.17$间接费$495AB$495$B$103利润%7.09960.7697.25$畜力转运板枋材（运距500m）$116.17$利润$495A+BC$495$C$104主材价差元0.00.00.0$畜力转运板枋材（运距500m）$116.17$主材价差$495[材料价差]D$495$D$105未计价装置性材料费元0.00.00.0$畜力转运板枋材（运距500m）$116.17$未计价装置性材料费$495[主材费]E$495$E$106税金%9.010657.95959.22$畜力转运板枋材（运距500m）$116.17$税金$495A+B+C+D+EF$495$F$107扩大系数%0.011617.170.0$畜力转运板枋材（运距500m）$116.17$扩大系数$495A+B+C+D+E+FG$495$G$108工程单价元0.00.011617.0$畜力转运板枋材（运距500m）$116.17$工程单价$495A+B+C+D+E+F+G+H+I+J+KZ$495$Z$10综合单价元/m3116.17$畜力转运板枋材（运距500m）$116.17$100.0$单价行$495附件表八建筑工程单价表单价编号18项目名称M10砂浆抹面 厚100mm定额编号Y30136+Y30139×8定额单位100m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.03933.19$M10砂浆抹面 厚100mm$58.25$直接费$488A1+A2A$488$A$31.1基本直接费元0.00.03856.07$M10砂浆抹面 厚100mm$58.25$基本直接费$488A11+A12+A13A1$488$A1$31.1.1人工费元0.00.02161.15$M10砂浆抹面 厚100mm$58.25$人工费$488[人工费]A11$488$A11$3(1)技工工日9.46120.01135.2120.00.0$900010$120$A$488$A$4883198295(2)普工工日12.0785.01025.9585.00.0$900020$85$A$488$A$48831982961.1.2材料费元0.00.01654.49$M10砂浆抹面 厚100mm$58.25$材料费$488[材料费]A12$488$A12$3(1)水泥砌筑砂浆 M10 水泥42.5m310.1161.1311627.42240.222161.131$277-0$240.222$B$488$B$488P3198297(2)其他材料费元27.07041.027.071.00.0$ST0999$1$B$488$B$48831983001.1.3机械使用费元0.00.040.43$M10砂浆抹面 厚100mm$58.25$机械使用费$488[机械费]A13$488$A13$3(1)砂浆搅拌机 0.4m3台班0.29122.02535.39122.025122.025$2002$122.025$C$488$C$488J3198298(2)胶轮车台班1.064.755.044.754.75$3045$4.75$C$488$C$488J31982991.2其他直接费%2.03856.0777.12$M10砂浆抹面 厚100mm$58.25$其他直接费$488A1A2$488$A2$32间接费%8.03933.19314.66$M10砂浆抹面 厚100mm$58.25$间接费$488AB$488$B$33利润%7.04247.85297.35$M10砂浆抹面 厚100mm$58.25$利润$488A+BC$488$C$34主材价差元0.00.0798.82$M10砂浆抹面 厚100mm$58.25$主材价差$488[材料价差]D$488$D$3(1)水泥42.5kg2779.520.088244.60.3880.3$400100002$0.388$J$488$J$488[UsysHLCJ.cl_bcp]3198301(2)机制砂（用于混凝土、砂浆）m311.21149.435554.22119.43570.0$B02972499$119.435$J$488$J$488[UsysHLCJ.cl_bcp]31983025未计价装置性材料费元0.00.00.0$M10砂浆抹面 厚100mm$58.25$未计价装置性材料费$488[主材费]E$488$E$36税金%9.05344.02480.96$M10砂浆抹面 厚100mm$58.25$税金$488A+B+C+D+EF$488$F$37扩大系数%0.05824.980.0$M10砂浆抹面 厚100mm$58.25$扩大系数$488A+B+C+D+E+FG$488$G$38工程单价元0.00.05825.0$M10砂浆抹面 厚100mm$58.25$工程单价$488A+B+C+D+E+F+G+H+I+J+KZ$488$Z$3综合单价元/m258.25$M10砂浆抹面 厚100mm$58.25$100.0$单价行$488附件表八建筑工程单价表单价编号19项目名称畜力转运水泥砂浆（运距500m）定额编号BC005定额单位m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0124.71$畜力转运水泥砂浆（运距500m）$124.71$直接费$659A1+A2A$659$A$151.1基本直接费元0.00.0124.71$畜力转运水泥砂浆（运距500m）$124.71$基本直接费$659A11+A12+A13A1$659$A1$151.1.1人工费元0.00.00.0$畜力转运水泥砂浆（运距500m）$124.71$人工费$659[人工费]A11$659$A11$151.1.2材料费元0.00.0124.71$畜力转运水泥砂浆（运距500m）$124.71$材料费$659[材料费]A12$659$A12$15(1)畜力转运水泥砂浆（运距500m）m31.0124.71124.71124.710.0$B00830569$124.71$B$659$B$65929861.1.3机械使用费元0.00.00.0$畜力转运水泥砂浆（运距500m）$124.71$机械使用费$659[机械费]A13$659$A13$151.2其他直接费%0.0124.710.0$畜力转运水泥砂浆（运距500m）$124.71$其他直接费$659A1A2$659$A2$152间接费%0.0124.710.0$畜力转运水泥砂浆（运距500m）$124.71$间接费$659AB$659$B$153利润%0.0124.710.0$畜力转运水泥砂浆（运距500m）$124.71$利润$659A+BC$659$C$154主材价差元0.00.00.0$畜力转运水泥砂浆（运距500m）$124.71$主材价差$659[材料价差]D$659$D$155未计价装置性材料费元0.00.00.0$畜力转运水泥砂浆（运距500m）$124.71$未计价装置性材料费$659[主材费]E$659$E$156税金%0.0124.710.0$畜力转运水泥砂浆（运距500m）$124.71$税金$659A+B+C+D+EF$659$F$157扩大系数%0.0124.710.0$畜力转运水泥砂浆（运距500m）$124.71$扩大系数$659A+B+C+D+E+FG$659$G$158工程单价元0.00.0124.71$畜力转运水泥砂浆（运距500m）$124.71$工程单价$659A+B+C+D+E+F+G+H+I+J+KZ$659$Z$15综合单价元/m3124.71$畜力转运水泥砂浆（运距500m）$124.71$1.0$单价行$659附件表八建筑工程单价表单价编号20项目名称C25砼路面 厚15cm定额编号Y90030定额单位100m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.05327.51$C25砼路面 厚15cm$83.69$直接费$47A1+A2A$47$A$101.1基本直接费元0.00.05223.05$C25砼路面 厚15cm$83.69$基本直接费$47A11+A12+A13A1$47$A1$101.1.1人工费元0.00.01937.5$C25砼路面 厚15cm$83.69$人工费$47[人工费]A11$47$A11$10(1)技工工日7.83120.0939.6120.00.0$900010$120$A$47$A$473198303(2)普工工日11.7485.0997.985.00.0$900020$85$A$47$A$4731983041.1.2材料费元0.00.02976.4$C25砼路面 厚15cm$83.69$材料费$47[材料费]A12$47$A12$10(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm315.3189.9752906.62292.113189.975$022-5$292.113$B$47$B$47P3198305(2)锯材m30.021289.625.791289.60.0$900580$1289.6$B$47$B$473198306(3)其他材料费%1.52932.4143.992932.410.0$ST0999$2932.41$B$47$B$4731983091.1.3机械使用费元0.00.0309.15$C25砼路面 厚15cm$83.69$机械使用费$47[机械费]A13$47$A13$10(1)搅拌机 0.4m3台班0.44187.72682.6187.726187.726$2004$187.726$C$47$C$47J3198307(2)自卸汽车 8t台班0.45470.73211.83632.757470.73$3013$632.757$C$47$C$47J3198308(3)其他机械费%5.0294.4314.72294.430.0$ST9999$294.43$C$47$C$4731983101.2其他直接费%2.05223.05104.46$C25砼路面 厚15cm$83.69$其他直接费$47A1A2$47$A2$102间接费%6.05327.51319.65$C25砼路面 厚15cm$83.69$间接费$47AB$47$B$103利润%7.05647.16395.3$C25砼路面 厚15cm$83.69$利润$47A+BC$47$C$104主材价差元0.00.01635.63$C25砼路面 厚15cm$83.69$主材价差$47[材料价差]D$47$D$10(1)水泥42.5kg4880.19510.088429.460.3880.3$400100002$0.388$J$47$J$47[UsysHLCJ.cl_bcp]3198311(2)碎石 ≤4cmm312.0793559.392717.42129.39270.0$400500147$129.392$J$47$J$47[UsysHLCJ.cl_bcp]3198313(3)柴油kg20.6553.5372.917.033.5$480100002$7.03$J$47$J$47[UsysHLCJ.cl_bcp]3198314(4)机制砂（用于混凝土、砂浆）m38.4119449.435415.84119.43570.0$B02972499$119.435$J$47$J$47[UsysHLCJ.cl_bcp]31983125未计价装置性材料费元0.00.00.0$C25砼路面 厚15cm$83.69$未计价装置性材料费$47[主材费]E$47$E$106税金%9.07678.09691.03$C25砼路面 厚15cm$83.69$税金$47A+B+C+D+EF$47$F$107扩大系数%0.08369.120.0$C25砼路面 厚15cm$83.69$扩大系数$47A+B+C+D+E+FG$47$G$108工程单价元0.00.08369.0$C25砼路面 厚15cm$83.69$工程单价$47A+B+C+D+E+F+G+H+I+J+KZ$47$Z$10综合单价元/m283.69$C25砼路面 厚15cm$83.69$100.0$单价行$47附件表八建筑工程单价表单价编号21项目名称畜力转运混凝土（运距500m）定额编号BC004定额单位m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0124.82$畜力转运混凝土（运距500m）$124.82$直接费$785A1+A2A$785$A$151.1基本直接费元0.00.0124.82$畜力转运混凝土（运距500m）$124.82$基本直接费$785A11+A12+A13A1$785$A1$151.1.1人工费元0.00.00.0$畜力转运混凝土（运距500m）$124.82$人工费$785[人工费]A11$785$A11$151.1.2材料费元0.00.0124.82$畜力转运混凝土（运距500m）$124.82$材料费$785[材料费]A12$785$A12$15(1)畜力转运混凝土（运距500m）m31.0124.82124.82124.820.0$B04596434$124.82$B$785$B$78536311.1.3机械使用费元0.00.00.0$畜力转运混凝土（运距500m）$124.82$机械使用费$785[机械费]A13$785$A13$151.2其他直接费%0.0124.820.0$畜力转运混凝土（运距500m）$124.82$其他直接费$785A1A2$785$A2$152间接费%0.0124.820.0$畜力转运混凝土（运距500m）$124.82$间接费$785AB$785$B$153利润%0.0124.820.0$畜力转运混凝土（运距500m）$124.82$利润$785A+BC$785$C$154主材价差元0.00.00.0$畜力转运混凝土（运距500m）$124.82$主材价差$785[材料价差]D$785$D$155未计价装置性材料费元0.00.00.0$畜力转运混凝土（运距500m）$124.82$未计价装置性材料费$785[主材费]E$785$E$156税金%0.0124.820.0$畜力转运混凝土（运距500m）$124.82$税金$785A+B+C+D+EF$785$F$157扩大系数%0.0124.820.0$畜力转运混凝土（运距500m）$124.82$扩大系数$785A+B+C+D+E+FG$785$G$158工程单价元0.00.0124.82$畜力转运混凝土（运距500m）$124.82$工程单价$785A+B+C+D+E+F+G+H+I+J+KZ$785$Z$15综合单价元/m3124.82$畜力转运混凝土（运距500m）$124.82$1.0$单价行$785附件表八建筑工程单价表单价编号22项目名称畜力转运锯材（运距500m）定额编号Y90125+Y90131×8定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.09396.89$畜力转运锯材（运距500m）$116.17$直接费$462A1+A2A$462$A$101.1基本直接费元0.00.09212.64$畜力转运锯材（运距500m）$116.17$基本直接费$462A11+A12+A13A1$462$A1$101.1.1人工费元0.00.09112.0$畜力转运锯材（运距500m）$116.17$人工费$462[人工费]A11$462$A11$10(1)畜力工日107.285.09112.085.00.0$900030$85$A$462$A$46231983151.1.2材料费元0.00.0100.64$畜力转运锯材（运距500m）$116.17$材料费$462[材料费]A12$462$A12$10(1)零星材料费元100.641.0100.641.00.0$ST0998$1$B$462$B$46231983161.1.3机械使用费元0.00.00.0$畜力转运锯材（运距500m）$116.17$机械使用费$462[机械费]A13$462$A13$101.2其他直接费%2.09212.64184.25$畜力转运锯材（运距500m）$116.17$其他直接费$462A1A2$462$A2$102间接费%6.09396.89563.81$畜力转运锯材（运距500m）$116.17$间接费$462AB$462$B$103利润%7.09960.7697.25$畜力转运锯材（运距500m）$116.17$利润$462A+BC$462$C$104主材价差元0.00.00.0$畜力转运锯材（运距500m）$116.17$主材价差$462[材料价差]D$462$D$105未计价装置性材料费元0.00.00.0$畜力转运锯材（运距500m）$116.17$未计价装置性材料费$462[主材费]E$462$E$106税金%9.010657.95959.22$畜力转运锯材（运距500m）$116.17$税金$462A+B+C+D+EF$462$F$107扩大系数%0.011617.170.0$畜力转运锯材（运距500m）$116.17$扩大系数$462A+B+C+D+E+FG$462$G$108工程单价元0.00.011617.0$畜力转运锯材（运距500m）$116.17$工程单价$462A+B+C+D+E+F+G+H+I+J+KZ$462$Z$10综合单价元/m3116.17$畜力转运锯材（运距500m）$116.17$100.0$单价行$462附件表八建筑工程单价表单价编号23项目名称5%水泥碎石稳定层 厚5cm定额编号Y90023T定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.012.28$5%水泥碎石稳定层 厚5cm$19.42$直接费$45A1+A2A$45$A$101.1基本直接费元0.00.012.04$5%水泥碎石稳定层 厚5cm$19.42$基本直接费$45A11+A12+A13A1$45$A1$101.1.1人工费元0.00.00.72$5%水泥碎石稳定层 厚5cm$19.42$人工费$45[人工费]A11$45$A11$10(1)技工工日0.0007120.00.08120.00.0$900010$120$A$45$A$453198317(2)普工工日0.007585.00.6485.00.0$900020$85$A$45$A$4531983181.1.2材料费元0.00.09.32$5%水泥碎石稳定层 厚5cm$19.42$材料费$45[材料费]A12$45$A12$10(1)水泥t0.0049300.01.47360.06300.0$907680$360.06$B$45$B$453198319(2)碎石m30.043970.03.07129.39270.0$400500132$129.392$B$45$B$453198320(3)机制砂（用于回填、垫层）m30.023670.01.6599.53170.0$B08254208$99.531$B$45$B$453198321(4)水m30.00553.110.023.110.0$403100218$3.11$B$45$B$453198322(5)其他材料费%0.5621.213.11621.210.0$ST0999$621.21$B$45$B$4531983281.1.3机械使用费元0.00.02.0$5%水泥碎石稳定层 厚5cm$19.42$机械使用费$45[机械费]A13$45$A13$10(1)自行式平地机 118kW台班0.0004960.560.381267.67960.56$1043$1267.67$C$45$C$45J3198323(2)履带式拖拉机 74kW台班0.0002589.570.12764.305589.57$1036$764.305$C$45$C$45J3198324(3)压路机 （全液压）10t台班0.0001410.840.04490.265410.84$1050$490.265$C$45$C$45J3198325(4)压路机 （全液压）13t台班0.0007511.120.36625.845511.12$1051$625.845$C$45$C$45J3198326(5)洒水车 5m3台班0.0002483.60.1691.224483.6$3041$691.224$C$45$C$45J3198327(6)其他机械费%1.099.771.099.770.0$ST9999$99.77$C$45$C$4531983291.2其他直接费%2.012.040.24$5%水泥碎石稳定层 厚5cm$19.42$其他直接费$45A1A2$45$A2$102间接费%6.012.280.74$5%水泥碎石稳定层 厚5cm$19.42$间接费$45AB$45$B$103利润%7.013.020.91$5%水泥碎石稳定层 厚5cm$19.42$利润$45A+BC$45$C$104主材价差元0.00.03.89$5%水泥碎石稳定层 厚5cm$19.42$主材价差$45[材料价差]D$45$D$10(1)碎石m30.043959.3922.61129.39270.0$400500132$129.392$J$45$J$45[UsysHLCJ.cl_bcp]3198331(2)柴油kg0.06973.530.257.033.5$480100002$7.03$J$45$J$45[UsysHLCJ.cl_bcp]3198333(3)汽油kg0.009844.220.048.724.5$480100028$8.72$J$45$J$45[UsysHLCJ.cl_bcp]3198334(4)水泥t0.004960.060.29360.06300.0$907680$360.06$J$45$J$45[UsysHLCJ.cl_bcp]3198330(5)机制砂（用于回填、垫层）m30.023629.5310.799.53170.0$B08254208$99.531$J$45$J$45[UsysHLCJ.cl_bcp]31983325未计价装置性材料费元0.00.00.0$5%水泥碎石稳定层 厚5cm$19.42$未计价装置性材料费$45[主材费]E$45$E$106税金%9.017.821.6$5%水泥碎石稳定层 厚5cm$19.42$税金$45A+B+C+D+EF$45$F$107扩大系数%0.019.420.0$5%水泥碎石稳定层 厚5cm$19.42$扩大系数$45A+B+C+D+E+FG$45$G$108工程单价元0.00.019.42$5%水泥碎石稳定层 厚5cm$19.42$工程单价$45A+B+C+D+E+F+G+H+I+J+KZ$45$Z$10综合单价元/m219.42$5%水泥碎石稳定层 厚5cm$19.42$1.0$单价行$45附件表八建筑工程单价表单价编号24项目名称畜力转运水泥（运距500m）定额编号Y90126+Y90132×2定额单位100t0.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.06793.04$畜力转运水泥（运距500m）$83.98$直接费$460A1+A2A$460$A$101.1基本直接费元0.00.06659.84$畜力转运水泥（运距500m）$83.98$基本直接费$460A11+A12+A13A1$460$A1$101.1.1人工费元0.00.06604.5$畜力转运水泥（运距500m）$83.98$人工费$460[人工费]A11$460$A11$10(1)畜力工日77.785.06604.585.00.0$900030$85$A$460$A$46031983351.1.2材料费元0.00.055.34$畜力转运水泥（运距500m）$83.98$材料费$460[材料费]A12$460$A12$10(1)零星材料费元55.3351.055.341.00.0$ST0998$1$B$460$B$46031983361.1.3机械使用费元0.00.00.0$畜力转运水泥（运距500m）$83.98$机械使用费$460[机械费]A13$460$A13$101.2其他直接费%2.06659.84133.2$畜力转运水泥（运距500m）$83.98$其他直接费$460A1A2$460$A2$102间接费%6.06793.04407.58$畜力转运水泥（运距500m）$83.98$间接费$460AB$460$B$103利润%7.07200.62504.04$畜力转运水泥（运距500m）$83.98$利润$460A+BC$460$C$104主材价差元0.00.00.0$畜力转运水泥（运距500m）$83.98$主材价差$460[材料价差]D$460$D$105未计价装置性材料费元0.00.00.0$畜力转运水泥（运距500m）$83.98$未计价装置性材料费$460[主材费]E$460$E$106税金%9.07704.66693.42$畜力转运水泥（运距500m）$83.98$税金$460A+B+C+D+EF$460$F$107扩大系数%0.08398.080.0$畜力转运水泥（运距500m）$83.98$扩大系数$460A+B+C+D+E+FG$460$G$108工程单价元0.00.08398.0$畜力转运水泥（运距500m）$83.98$工程单价$460A+B+C+D+E+F+G+H+I+J+KZ$460$Z$10综合单价元/t83.98$畜力转运水泥（运距500m）$83.98$100.0$单价行$460附件表八建筑工程单价表单价编号25项目名称畜力转运砂（运距500m）定额编号Y90123+Y90129×2定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.07659.25$畜力转运砂（运距500m）$94.69$直接费$454A1+A2A$454$A$101.1基本直接费元0.00.07509.07$畜力转运砂（运距500m）$94.69$基本直接费$454A11+A12+A13A1$454$A1$101.1.1人工费元0.00.07386.5$畜力转运砂（运距500m）$94.69$人工费$454[人工费]A11$454$A11$10(1)畜力工日86.985.07386.585.00.0$900030$85$A$454$A$45431983371.1.2材料费元0.00.0122.57$畜力转运砂（运距500m）$94.69$材料费$454[材料费]A12$454$A12$10(1)零星材料费元122.571.0122.571.00.0$ST0998$1$B$454$B$45431983381.1.3机械使用费元0.00.00.0$畜力转运砂（运距500m）$94.69$机械使用费$454[机械费]A13$454$A13$101.2其他直接费%2.07509.07150.18$畜力转运砂（运距500m）$94.69$其他直接费$454A1A2$454$A2$102间接费%6.07659.25459.56$畜力转运砂（运距500m）$94.69$间接费$454AB$454$B$103利润%7.08118.81568.32$畜力转运砂（运距500m）$94.69$利润$454A+BC$454$C$104主材价差元0.00.00.0$畜力转运砂（运距500m）$94.69$主材价差$454[材料价差]D$454$D$105未计价装置性材料费元0.00.00.0$畜力转运砂（运距500m）$94.69$未计价装置性材料费$454[主材费]E$454$E$106税金%9.08687.13781.84$畜力转运砂（运距500m）$94.69$税金$454A+B+C+D+EF$454$F$107扩大系数%0.09468.970.0$畜力转运砂（运距500m）$94.69$扩大系数$454A+B+C+D+E+FG$454$G$108工程单价元0.00.09469.0$畜力转运砂（运距500m）$94.69$工程单价$454A+B+C+D+E+F+G+H+I+J+KZ$454$Z$10综合单价元/m394.69$畜力转运砂（运距500m）$94.69$100.0$单价行$454附件表八建筑工程单价表单价编号26项目名称畜力转运碎石（运距500m）定额编号Y90124+Y90130×2定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.08337.77$畜力转运碎石（运距500m）$103.08$直接费$781A1+A2A$781$A$101.1基本直接费元0.00.08174.28$畜力转运碎石（运距500m）$103.08$基本直接费$781A11+A12+A13A1$781$A1$101.1.1人工费元0.00.08041.0$畜力转运碎石（运距500m）$103.08$人工费$781[人工费]A11$781$A11$10(1)畜力工日94.685.08041.085.00.0$900030$85$A$781$A$78131983391.1.2材料费元0.00.0133.28$畜力转运碎石（运距500m）$103.08$材料费$781[材料费]A12$781$A12$10(1)零星材料费元133.281.0133.281.00.0$ST0998$1$B$781$B$78131983401.1.3机械使用费元0.00.00.0$畜力转运碎石（运距500m）$103.08$机械使用费$781[机械费]A13$781$A13$101.2其他直接费%2.08174.28163.49$畜力转运碎石（运距500m）$103.08$其他直接费$781A1A2$781$A2$102间接费%6.08337.77500.27$畜力转运碎石（运距500m）$103.08$间接费$781AB$781$B$103利润%7.08838.04618.66$畜力转运碎石（运距500m）$103.08$利润$781A+BC$781$C$104主材价差元0.00.00.0$畜力转运碎石（运距500m）$103.08$主材价差$781[材料价差]D$781$D$105未计价装置性材料费元0.00.00.0$畜力转运碎石（运距500m）$103.08$未计价装置性材料费$781[主材费]E$781$E$106税金%9.09456.7851.1$畜力转运碎石（运距500m）$103.08$税金$781A+B+C+D+EF$781$F$107扩大系数%0.010307.80.0$畜力转运碎石（运距500m）$103.08$扩大系数$781A+B+C+D+E+FG$781$G$108工程单价元0.00.010308.0$畜力转运碎石（运距500m）$103.08$工程单价$781A+B+C+D+E+F+G+H+I+J+KZ$781$Z$10综合单价元/m3103.08$畜力转运碎石（运距500m）$103.08$100.0$单价行$781附件表八建筑工程单价表单价编号27项目名称锯缝机锯缝 (缝深 5cm)定额编号40203047+40203048定额单位m0.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.04.34$锯缝机锯缝 (缝深 5cm)$5.36$直接费$49A1+A2A$49$A$101.1基本直接费元0.00.04.25$锯缝机锯缝 (缝深 5cm)$5.36$基本直接费$49A11+A12+A13A1$49$A1$101.1.1人工费元0.00.02.34$锯缝机锯缝 (缝深 5cm)$5.36$人工费$49[人工费]A11$49$A11$10(1)定额人工费元2.311.0112.341.0110.0$000000018$1.011$A$49$A$4931983411.1.2材料费元0.00.01.66$锯缝机锯缝 (缝深 5cm)$5.36$材料费$49[材料费]A12$49$A12$10(1)金刚石刀片片0.00425387.611.65387.610.0$403100673$387.61$B$49$B$493198342(2)其他材料费元0.008251.00.011.00.0$ST0999$1$B$49$B$4931983441.1.3机械使用费元0.00.00.25$锯缝机锯缝 (缝深 5cm)$5.36$机械使用费$49[机械费]A13$49$A13$10(1)混凝土路面锯缝机不含刀片(房建)台班0.0106523.8420.2523.84223.842$620210109$23.842$C$49$C$49J31983431.2其他直接费%2.04.250.09$锯缝机锯缝 (缝深 5cm)$5.36$其他直接费$49A1A2$49$A2$102间接费%6.04.340.26$锯缝机锯缝 (缝深 5cm)$5.36$间接费$49AB$49$B$103利润%7.04.60.32$锯缝机锯缝 (缝深 5cm)$5.36$利润$49A+BC$49$C$104主材价差元0.00.00.0$锯缝机锯缝 (缝深 5cm)$5.36$主材价差$49[材料价差]D$49$D$105未计价装置性材料费元0.00.00.0$锯缝机锯缝 (缝深 5cm)$5.36$未计价装置性材料费$49[主材费]E$49$E$106税金%9.04.920.44$锯缝机锯缝 (缝深 5cm)$5.36$税金$49A+B+C+D+EF$49$F$107扩大系数%0.05.360.0$锯缝机锯缝 (缝深 5cm)$5.36$扩大系数$49A+B+C+D+E+FG$49$G$108工程单价元0.00.05.36$锯缝机锯缝 (缝深 5cm)$5.36$工程单价$49A+B+C+D+E+F+G+H+I+J+KZ$49$Z$10综合单价元/m5.36$锯缝机锯缝 (缝深 5cm)$5.36$1.0$单价行$49附件表八建筑工程单价表单价编号28项目名称SBS改性沥青填缝定额编号40203044T定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0101.46$SBS改性沥青填缝$125.44$直接费$52A1+A2A$52$A$101.1基本直接费元0.00.099.47$SBS改性沥青填缝$125.44$基本直接费$52A11+A12+A13A1$52$A1$101.1.1人工费元0.00.030.05$SBS改性沥青填缝$125.44$人工费$52[人工费]A11$52$A11$10(1)定额人工费元29.721.01130.051.0110.0$000000018$1.011$A$52$A$5231983451.1.2材料费元0.00.069.42$SBS改性沥青填缝$125.44$材料费$52[材料费]A12$52$A12$10(1)木柴Kg0.320.460.150.460.0$420100053$0.46$B$52$B$523198346(2)煤Kg3.20.5131.640.5130.0$403100001$0.513$B$52$B$523198347(3)石油沥青玛帝脂m30.02063265.8867.283265.883265.88$600404082$3265.88$B$52$B$52P3198348(4)其他材料费%0.569.070.3569.070.0$ST0999$69.07$B$52$B$5231983491.1.3机械使用费元0.00.00.0$SBS改性沥青填缝$125.44$机械使用费$52[机械费]A13$52$A13$101.2其他直接费%2.099.471.99$SBS改性沥青填缝$125.44$其他直接费$52A1A2$52$A2$102间接费%6.0101.466.09$SBS改性沥青填缝$125.44$间接费$52AB$52$B$103利润%7.0107.557.53$SBS改性沥青填缝$125.44$利润$52A+BC$52$C$104主材价差元0.00.00.0$SBS改性沥青填缝$125.44$主材价差$52[材料价差]D$52$D$105未计价装置性材料费元0.00.00.0$SBS改性沥青填缝$125.44$未计价装置性材料费$52[主材费]E$52$E$106税金%9.0115.0810.36$SBS改性沥青填缝$125.44$税金$52A+B+C+D+EF$52$F$107扩大系数%0.0125.440.0$SBS改性沥青填缝$125.44$扩大系数$52A+B+C+D+E+FG$52$G$108工程单价元0.00.0125.44$SBS改性沥青填缝$125.44$工程单价$52A+B+C+D+E+F+G+H+I+J+KZ$52$Z$10综合单价元/m2125.44$SBS改性沥青填缝$125.44$1.0$单价行$52附件表八建筑工程单价表单价编号29项目名称现状水闸拆除定额编号Y30190定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.01565.01$现状水闸拆除$21.95$直接费$57A1+A2A$57$A$31.1基本直接费元0.00.01534.32$现状水闸拆除$21.95$基本直接费$57A11+A12+A13A1$57$A1$31.1.1人工费元0.00.0784.95$现状水闸拆除$21.95$人工费$57[人工费]A11$57$A11$3(1)技工工日0.4120.048.0120.00.0$900010$120$A$57$A$573198350(2)普工工日8.6785.0736.9585.00.0$900020$85$A$57$A$5731983511.1.2材料费元0.00.044.69$现状水闸拆除$21.95$材料费$57[材料费]A12$57$A12$3(1)零星材料费%3.01489.6344.691489.630.0$ST0998$1489.63$B$57$B$5731983531.1.3机械使用费元0.00.0704.68$现状水闸拆除$21.95$机械使用费$57[机械费]A13$57$A13$3(1)挖掘机 1.0m3台班0.78903.44704.681166.425903.44$1005$1166.425$C$57$C$57J31983521.2其他直接费%2.01534.3230.69$现状水闸拆除$21.95$其他直接费$57A1A2$57$A2$32间接费%8.01565.01125.2$现状水闸拆除$21.95$间接费$57AB$57$B$33利润%7.01690.21118.31$现状水闸拆除$21.95$利润$57A+BC$57$C$34主材价差元0.00.0205.13$现状水闸拆除$21.95$主材价差$57[材料价差]D$57$D$3(1)柴油kg58.113.53205.137.033.5$480100002$7.03$J$57$J$57[UsysHLCJ.cl_bcp]31983545未计价装置性材料费元0.00.00.0$现状水闸拆除$21.95$未计价装置性材料费$57[主材费]E$57$E$36税金%9.02013.65181.23$现状水闸拆除$21.95$税金$57A+B+C+D+EF$57$F$37扩大系数%0.02194.880.0$现状水闸拆除$21.95$扩大系数$57A+B+C+D+E+FG$57$G$38工程单价元0.00.02195.0$现状水闸拆除$21.95$工程单价$57A+B+C+D+E+F+G+H+I+J+KZ$57$Z$3综合单价元/m321.95$现状水闸拆除$21.95$100.0$单价行$57附件表八建筑工程单价表单价编号30项目名称畜力转运拆除物（运距500m）定额编号Y90124+Y90130×8定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.012551.39$畜力转运拆除物（运距500m）$155.17$直接费$739A1+A2A$739$A$101.1基本直接费元0.00.012305.28$畜力转运拆除物（运距500m）$155.17$基本直接费$739A11+A12+A13A1$739$A1$101.1.1人工费元0.00.012172.0$畜力转运拆除物（运距500m）$155.17$人工费$739[人工费]A11$739$A11$10(1)畜力工日143.285.012172.085.00.0$900030$85$A$739$A$73931983551.1.2材料费元0.00.0133.28$畜力转运拆除物（运距500m）$155.17$材料费$739[材料费]A12$739$A12$10(1)零星材料费元133.281.0133.281.00.0$ST0998$1$B$739$B$73931983561.1.3机械使用费元0.00.00.0$畜力转运拆除物（运距500m）$155.17$机械使用费$739[机械费]A13$739$A13$101.2其他直接费%2.012305.28246.11$畜力转运拆除物（运距500m）$155.17$其他直接费$739A1A2$739$A2$102间接费%6.012551.39753.08$畜力转运拆除物（运距500m）$155.17$间接费$739AB$739$B$103利润%7.013304.47931.31$畜力转运拆除物（运距500m）$155.17$利润$739A+BC$739$C$104主材价差元0.00.00.0$畜力转运拆除物（运距500m）$155.17$主材价差$739[材料价差]D$739$D$105未计价装置性材料费元0.00.00.0$畜力转运拆除物（运距500m）$155.17$未计价装置性材料费$739[主材费]E$739$E$106税金%9.014235.781281.22$畜力转运拆除物（运距500m）$155.17$税金$739A+B+C+D+EF$739$F$107扩大系数%0.015517.00.0$畜力转运拆除物（运距500m）$155.17$扩大系数$739A+B+C+D+E+FG$739$G$108工程单价元0.00.015517.0$畜力转运拆除物（运距500m）$155.17$工程单价$739A+B+C+D+E+F+G+H+I+J+KZ$739$Z$10综合单价元/m3155.17$畜力转运拆除物（运距500m）$155.17$100.0$单价行$739附件表八建筑工程单价表单价编号31项目名称拆除物外弃（运距5km）定额编号Y20485定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.02429.84$拆除物外弃（运距5km）$39.08$直接费$59A1+A2A$59$A$21.1基本直接费元0.00.02382.2$拆除物外弃（运距5km）$39.08$基本直接费$59A11+A12+A13A1$59$A1$21.1.1人工费元0.00.0196.35$拆除物外弃（运距5km）$39.08$人工费$59[人工费]A11$59$A11$2(1)普工工日2.3185.0196.3585.00.0$900020$85$A$59$A$5931983571.1.2材料费元0.00.046.71$拆除物外弃（运距5km）$39.08$材料费$59[材料费]A12$59$A12$2(1)零星材料费%2.02335.4946.712335.490.0$ST0998$2335.49$B$59$B$5931983611.1.3机械使用费元0.00.02139.14$拆除物外弃（运距5km）$39.08$机械使用费$59[机械费]A13$59$A13$2(1)挖掘机 1.0m3台班0.5903.44451.721166.425903.44$1005$1166.425$C$59$C$59J3198358(2)推土机 88kW台班0.25799.65199.911022.04799.65$1024$1022.04$C$59$C$59J3198359(3)自卸汽车 8t台班3.16470.731487.51632.757470.73$3013$632.757$C$59$C$59J31983601.2其他直接费%2.02382.247.64$拆除物外弃（运距5km）$39.08$其他直接费$59A1A2$59$A2$22间接费%11.02429.84267.28$拆除物外弃（运距5km）$39.08$间接费$59AB$59$B$23利润%7.02697.12188.8$拆除物外弃（运距5km）$39.08$利润$59A+BC$59$C$24主材价差元0.00.0699.1$拆除物外弃（运距5km）$39.08$主材价差$59[材料价差]D$59$D$2(1)柴油kg198.0443.53699.17.033.5$480100002$7.03$J$59$J$59[UsysHLCJ.cl_bcp]31983625未计价装置性材料费元0.00.00.0$拆除物外弃（运距5km）$39.08$未计价装置性材料费$59[主材费]E$59$E$26税金%9.03585.02322.65$拆除物外弃（运距5km）$39.08$税金$59A+B+C+D+EF$59$F$27扩大系数%0.03907.670.0$拆除物外弃（运距5km）$39.08$扩大系数$59A+B+C+D+E+FG$59$G$28工程单价元0.00.03908.0$拆除物外弃（运距5km）$39.08$工程单价$59A+B+C+D+E+F+G+H+I+J+KZ$59$Z$2综合单价元/m339.08$拆除物外弃（运距5km）$39.08$100.0$单价行$59附件表八建筑工程单价表单价编号32项目名称土方开挖（就近堆放）定额编号Y10027×0.05+Y10305×0.95定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0227.86$土方开挖（就近堆放）$3.33$直接费$61A1+A2A$61$A$11.1基本直接费元0.00.0223.39$土方开挖（就近堆放）$3.33$基本直接费$61A11+A12+A13A1$61$A1$11.1.1人工费元0.00.077.26$土方开挖（就近堆放）$3.33$人工费$61[人工费]A11$61$A11$1(1)技工工日0.0095120.01.14120.00.0$900010$120$A$61$A$613198363(2)普工工日0.895585.076.1285.00.0$900020$85$A$61$A$6131983641.1.2材料费元0.00.08.81$土方开挖（就近堆放）$3.33$材料费$61[材料费]A12$61$A12$1(1)零星材料费元8.8149251.08.811.00.0$ST0998$1$B$61$B$6131983651.1.3机械使用费元0.00.0137.32$土方开挖（就近堆放）$3.33$机械使用费$61[机械费]A13$61$A13$1(1)挖掘机 1.0m3台班0.152903.44137.321166.425903.44$1005$1166.425$C$61$C$61J31983661.2其他直接费%2.0223.394.47$土方开挖（就近堆放）$3.33$其他直接费$61A1A2$61$A2$12间接费%9.0227.8620.51$土方开挖（就近堆放）$3.33$间接费$61AB$61$B$13利润%7.0248.3717.39$土方开挖（就近堆放）$3.33$利润$61A+BC$61$C$14主材价差元0.00.039.97$土方开挖（就近堆放）$3.33$主材价差$61[材料价差]D$61$D$1(1)柴油kg11.3243.5339.977.033.5$480100002$7.03$J$61$J$61[UsysHLCJ.cl_bcp]31983675未计价装置性材料费元0.00.00.0$土方开挖（就近堆放）$3.33$未计价装置性材料费$61[主材费]E$61$E$16税金%9.0305.7327.52$土方开挖（就近堆放）$3.33$税金$61A+B+C+D+EF$61$F$17扩大系数%0.0333.250.0$土方开挖（就近堆放）$3.33$扩大系数$61A+B+C+D+E+FG$61$G$18工程单价元0.00.0333.0$土方开挖（就近堆放）$3.33$工程单价$61A+B+C+D+E+F+G+H+I+J+KZ$61$Z$1综合单价元/m33.33$土方开挖（就近堆放）$3.33$100.0$单价行$61附件表八建筑工程单价表单价编号33项目名称C25钢筋砼桥板定额编号Y40108T+Y40296×1.03+Y40323×1.03定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.030750.16$C25钢筋砼桥板$512.76$直接费$69A1+A2A$69$A$51.1基本直接费元0.00.030147.22$C25钢筋砼桥板$512.76$基本直接费$69A11+A12+A13A1$69$A1$51.1.1人工费元0.00.08374.67$C25钢筋砼桥板$512.76$人工费$69[人工费]A11$69$A11$5(1)技工工日42.0656120.05047.87120.00.0$900010$120$A$69$A$693198368(2)普工工日39.138885.03326.885.00.0$900020$85$A$69$A$6931983691.1.2材料费元0.00.020681.75$C25钢筋砼桥板$512.76$材料费$69[材料费]A12$69$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$69$B$69P3198370(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$69$B$693198378(3)水m3135.03.11419.853.110.0$403100218$3.11$B$69$B$693198371(4)其他材料费元599.61811.0599.621.00.0$ST0999$1$B$69$B$6931983741.1.3机械使用费元0.00.01090.8$C25钢筋砼桥板$512.76$机械使用费$69[机械费]A13$69$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$69$C$69J3198376(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$69$C$69J3198377(3)振动器（插入式） 1.1kW台班6.4610.69269.0710.69210.692$2037$10.692$C$69$C$69J3198372(4)风（砂）水枪 6m3/min台班1.62216.734351.11216.734216.734$2067$216.734$C$69$C$69J3198373(5)其他机械费元54.62341.054.621.00.0$ST9999$1$C$69$C$6931983751.2其他直接费%2.030147.22602.94$C25钢筋砼桥板$512.76$其他直接费$69A1A2$69$A2$52间接费%11.030750.163382.52$C25钢筋砼桥板$512.76$间接费$69AB$69$B$53利润%7.034132.682389.29$C25钢筋砼桥板$512.76$利润$69A+BC$69$C$54主材价差元0.00.010520.26$C25钢筋砼桥板$512.76$主材价差$69[材料价差]D$69$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$69$J$69[UsysHLCJ.cl_bcp]3198379(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$69$J$69[UsysHLCJ.cl_bcp]3198381(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$69$J$69[UsysHLCJ.cl_bcp]31983805未计价装置性材料费元0.00.00.0$C25钢筋砼桥板$512.76$未计价装置性材料费$69[主材费]E$69$E$56税金%9.047042.234233.8$C25钢筋砼桥板$512.76$税金$69A+B+C+D+EF$69$F$57扩大系数%0.051276.030.0$C25钢筋砼桥板$512.76$扩大系数$69A+B+C+D+E+FG$69$G$58工程单价元0.00.051276.0$C25钢筋砼桥板$512.76$工程单价$69A+B+C+D+E+F+G+H+I+J+KZ$69$Z$5综合单价元/m3512.76$C25钢筋砼桥板$512.76$100.0$单价行$69附件表八建筑工程单价表单价编号34项目名称C25钢筋砼启闭柱定额编号Y40115+Y40296×1.03+Y40323×1.03定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.029943.1$C25钢筋砼启闭柱$502.31$直接费$73A1+A2A$73$A$51.1基本直接费元0.00.029355.98$C25钢筋砼启闭柱$502.31$基本直接费$73A11+A12+A13A1$73$A1$51.1.1人工费元0.00.07520.09$C25钢筋砼启闭柱$502.31$人工费$73[人工费]A11$73$A11$5(1)技工工日40.8856120.04906.27120.00.0$900010$120$A$73$A$733198382(2)普工工日30.750885.02613.8285.00.0$900020$85$A$73$A$7331983831.1.2材料费元0.00.020569.63$C25钢筋砼启闭柱$502.31$材料费$73[材料费]A12$73$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$73$B$73P3198384(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$73$B$733198392(3)水m3100.03.11311.03.110.0$403100218$3.11$B$73$B$733198385(4)其他材料费元596.35261.0596.351.00.0$ST0999$1$B$73$B$7331983881.1.3机械使用费元0.00.01266.26$C25钢筋砼启闭柱$502.31$机械使用费$73[机械费]A13$73$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$73$C$73J3198390(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$73$C$73J3198391(3)振动器（插入式） 2.2kW台班3.4811.14338.7811.14311.143$2039$11.143$C$73$C$73J3198386(4)风（砂）水枪 6m3/min台班2.43216.734526.66216.734216.734$2067$216.734$C$73$C$73J3198387(5)其他机械费元84.8161.084.821.00.0$ST9999$1$C$73$C$7331983891.2其他直接费%2.029355.98587.12$C25钢筋砼启闭柱$502.31$其他直接费$73A1A2$73$A2$52间接费%11.029943.13293.74$C25钢筋砼启闭柱$502.31$间接费$73AB$73$B$53利润%7.033236.842326.58$C25钢筋砼启闭柱$502.31$利润$73A+BC$73$C$54主材价差元0.00.010520.26$C25钢筋砼启闭柱$502.31$主材价差$73[材料价差]D$73$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$73$J$73[UsysHLCJ.cl_bcp]3198393(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$73$J$73[UsysHLCJ.cl_bcp]3198395(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$73$J$73[UsysHLCJ.cl_bcp]31983945未计价装置性材料费元0.00.00.0$C25钢筋砼启闭柱$502.31$未计价装置性材料费$73[主材费]E$73$E$56税金%9.046083.684147.53$C25钢筋砼启闭柱$502.31$税金$73A+B+C+D+EF$73$F$57扩大系数%0.050231.210.0$C25钢筋砼启闭柱$502.31$扩大系数$73A+B+C+D+E+FG$73$G$58工程单价元0.00.050231.0$C25钢筋砼启闭柱$502.31$工程单价$73A+B+C+D+E+F+G+H+I+J+KZ$73$Z$5综合单价元/m3502.31$C25钢筋砼启闭柱$502.31$100.0$单价行$73附件表八建筑工程单价表单价编号35项目名称C25钢筋砼启闭梁定额编号Y40112+Y40296×1.03+Y40323×1.03定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.030107.06$C25钢筋砼启闭梁$504.43$直接费$77A1+A2A$77$A$51.1基本直接费元0.00.029516.73$C25钢筋砼启闭梁$504.43$基本直接费$77A11+A12+A13A1$77$A1$51.1.1人工费元0.00.07888.34$C25钢筋砼启闭梁$504.43$人工费$77[人工费]A11$77$A11$5(1)技工工日41.9356120.05032.27120.00.0$900010$120$A$77$A$773198396(2)普工工日33.600885.02856.0785.00.0$900020$85$A$77$A$7731983971.1.2材料费元0.00.020967.2$C25钢筋砼启闭梁$504.43$材料费$77[材料费]A12$77$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$77$B$77P3198398(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$77$B$773198405(3)水m3100.03.11311.03.110.0$403100218$3.11$B$77$B$773198399(4)其他材料费元993.9211.0993.921.00.0$ST0999$1$B$77$B$7731984011.1.3机械使用费元0.00.0661.19$C25钢筋砼启闭梁$504.43$机械使用费$77[机械费]A13$77$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$77$C$77J3198403(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$77$C$77J3198404(3)振动器（插入式） 2.2kW台班3.3811.14337.6611.14311.143$2039$11.143$C$77$C$77J3198400(4)其他机械费元7.5321.07.531.00.0$ST9999$1$C$77$C$7731984021.2其他直接费%2.029516.73590.33$C25钢筋砼启闭梁$504.43$其他直接费$77A1A2$77$A2$52间接费%11.030107.063311.78$C25钢筋砼启闭梁$504.43$间接费$77AB$77$B$53利润%7.033418.842339.32$C25钢筋砼启闭梁$504.43$利润$77A+BC$77$C$54主材价差元0.00.010520.26$C25钢筋砼启闭梁$504.43$主材价差$77[材料价差]D$77$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$77$J$77[UsysHLCJ.cl_bcp]3198406(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$77$J$77[UsysHLCJ.cl_bcp]3198408(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$77$J$77[UsysHLCJ.cl_bcp]31984075未计价装置性材料费元0.00.00.0$C25钢筋砼启闭梁$504.43$未计价装置性材料费$77[主材费]E$77$E$56税金%9.046278.424165.06$C25钢筋砼启闭梁$504.43$税金$77A+B+C+D+EF$77$F$57扩大系数%0.050443.480.0$C25钢筋砼启闭梁$504.43$扩大系数$77A+B+C+D+E+FG$77$G$58工程单价元0.00.050443.0$C25钢筋砼启闭梁$504.43$工程单价$77A+B+C+D+E+F+G+H+I+J+KZ$77$Z$5综合单价元/m3504.43$C25钢筋砼启闭梁$504.43$100.0$单价行$77附件表八建筑工程单价表单价编号36项目名称C20埋石砼消力池（埋石率20%）定额编号Y40057T+Y40296×1.030×0.8+Y40323×1.03定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.027248.12$C20埋石砼消力池（埋石率20%）$454.51$直接费$92A1+A2A$92$A$51.1基本直接费元0.00.026713.84$C20埋石砼消力池（埋石率20%）$454.51$基本直接费$92A11+A12+A13A1$92$A1$51.1.1人工费元0.00.07318.83$C20埋石砼消力池（埋石率20%）$454.51$人工费$92[人工费]A11$92$A11$5(1)技工工日32.17448120.03860.94120.00.0$900010$120$A$92$A$923198409(2)普工工日40.6810885.03457.8985.00.0$900020$85$A$92$A$9231984101.1.2材料费元0.00.018181.56$C20埋石砼消力池（埋石率20%）$454.51$材料费$92[材料费]A12$92$A12$5(1)毛石m334.81470.02436.9899.53170.0$901190$99.531$B$92$B$923198411(2)零星材料费元83.410761.083.411.00.0$ST0998$1$B$92$B$923198420(3)纯混凝土 C20 水泥42.5 2级配 机制砂 碎石≤4cmm382.4183.35915108.78284.178183.359$018-5$284.178$B$92$B$92P3198412(4)水m3120.03.11373.23.110.0$403100218$3.11$B$92$B$923198413(5)其他材料费元179.18961.0179.191.00.0$ST0999$1$B$92$B$9231984161.1.3机械使用费元0.00.01213.45$C20埋石砼消力池（埋石率20%）$454.51$机械使用费$92[机械费]A13$92$A13$5(1)搅拌机 0.4m3台班2.20832187.726414.56187.726187.726$2004$187.726$C$92$C$92J3198418(2)胶轮车台班18.04564.7585.724.754.75$3045$4.75$C$92$C$92J3198419(3)振动器（插入式） 1.1kW台班7.0310.69275.1610.69210.692$2037$10.692$C$92$C$92J3198414(4)风（砂）水枪 6m3/min台班2.7216.734585.18216.734216.734$2067$216.734$C$92$C$92J3198415(5)其他机械费元52.82721.052.831.00.0$ST9999$1$C$92$C$9231984171.2其他直接费%2.026713.84534.28$C20埋石砼消力池（埋石率20%）$454.51$其他直接费$92A1A2$92$A2$52间接费%11.027248.122997.29$C20埋石砼消力池（埋石率20%）$454.51$间接费$92AB$92$B$53利润%7.030245.412117.18$C20埋石砼消力池（埋石率20%）$454.51$利润$92A+BC$92$C$54主材价差元0.00.09335.58$C20埋石砼消力池（埋石率20%）$454.51$主材价差$92[材料价差]D$92$D$5(1)水泥42.5kg24052.23040.0882116.60.3880.3$400100002$0.388$J$92$J$92[UsysHLCJ.cl_bcp]3198422(2)碎石 ≤4cmm365.054859.3923863.73129.39270.0$400500147$129.392$J$92$J$92[UsysHLCJ.cl_bcp]3198424(3)毛石m334.81429.5311028.0999.53170.0$901190$99.531$J$92$J$92[UsysHLCJ.cl_bcp]3198421(4)机制砂（用于混凝土、砂浆）m347.0751249.4352327.16119.43570.0$B02972499$119.435$J$92$J$92[UsysHLCJ.cl_bcp]31984235未计价装置性材料费元0.00.00.0$C20埋石砼消力池（埋石率20%）$454.51$未计价装置性材料费$92[主材费]E$92$E$56税金%9.041698.173752.84$C20埋石砼消力池（埋石率20%）$454.51$税金$92A+B+C+D+EF$92$F$57扩大系数%0.045451.010.0$C20埋石砼消力池（埋石率20%）$454.51$扩大系数$92A+B+C+D+E+FG$92$G$58工程单价元0.00.045451.0$C20埋石砼消力池（埋石率20%）$454.51$工程单价$92A+B+C+D+E+F+G+H+I+J+KZ$92$Z$5综合单价元/m3454.51$C20埋石砼消力池（埋石率20%）$454.51$100.0$单价行$92附件表八建筑工程单价表单价编号37项目名称畜力转运石料（运距500m）定额编号Y90124+Y90130×8定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.012551.39$畜力转运石料（运距500m）$155.17$直接费$668A1+A2A$668$A$101.1基本直接费元0.00.012305.28$畜力转运石料（运距500m）$155.17$基本直接费$668A11+A12+A13A1$668$A1$101.1.1人工费元0.00.012172.0$畜力转运石料（运距500m）$155.17$人工费$668[人工费]A11$668$A11$10(1)畜力工日143.285.012172.085.00.0$900030$85$A$668$A$66831984251.1.2材料费元0.00.0133.28$畜力转运石料（运距500m）$155.17$材料费$668[材料费]A12$668$A12$10(1)零星材料费元133.281.0133.281.00.0$ST0998$1$B$668$B$66831984261.1.3机械使用费元0.00.00.0$畜力转运石料（运距500m）$155.17$机械使用费$668[机械费]A13$668$A13$101.2其他直接费%2.012305.28246.11$畜力转运石料（运距500m）$155.17$其他直接费$668A1A2$668$A2$102间接费%6.012551.39753.08$畜力转运石料（运距500m）$155.17$间接费$668AB$668$B$103利润%7.013304.47931.31$畜力转运石料（运距500m）$155.17$利润$668A+BC$668$C$104主材价差元0.00.00.0$畜力转运石料（运距500m）$155.17$主材价差$668[材料价差]D$668$D$105未计价装置性材料费元0.00.00.0$畜力转运石料（运距500m）$155.17$未计价装置性材料费$668[主材费]E$668$E$106税金%9.014235.781281.22$畜力转运石料（运距500m）$155.17$税金$668A+B+C+D+EF$668$F$107扩大系数%0.015517.00.0$畜力转运石料（运距500m）$155.17$扩大系数$668A+B+C+D+E+FG$668$G$108工程单价元0.00.015517.0$畜力转运石料（运距500m）$155.17$工程单价$668A+B+C+D+E+F+G+H+I+J+KZ$668$Z$10综合单价元/m3155.17$畜力转运石料（运距500m）$155.17$100.0$单价行$668附件表八建筑工程单价表单价编号38项目名称畜力转运钢筋（运距500m）定额编号Y90127+Y90133×8定额单位100t0.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.012481.33$畜力转运钢筋（运距500m）$154.3$直接费$670A1+A2A$670$A$101.1基本直接费元0.00.012236.6$畜力转运钢筋（运距500m）$154.3$基本直接费$670A11+A12+A13A1$670$A1$101.1.1人工费元0.00.012172.0$畜力转运钢筋（运距500m）$154.3$人工费$670[人工费]A11$670$A11$10(1)畜力工日143.285.012172.085.00.0$900030$85$A$670$A$67031984271.1.2材料费元0.00.064.6$畜力转运钢筋（运距500m）$154.3$材料费$670[材料费]A12$670$A12$10(1)零星材料费元64.61.064.61.00.0$ST0998$1$B$670$B$67031984281.1.3机械使用费元0.00.00.0$畜力转运钢筋（运距500m）$154.3$机械使用费$670[机械费]A13$670$A13$101.2其他直接费%2.012236.6244.73$畜力转运钢筋（运距500m）$154.3$其他直接费$670A1A2$670$A2$102间接费%6.012481.33748.88$畜力转运钢筋（运距500m）$154.3$间接费$670AB$670$B$103利润%7.013230.21926.11$畜力转运钢筋（运距500m）$154.3$利润$670A+BC$670$C$104主材价差元0.00.00.0$畜力转运钢筋（运距500m）$154.3$主材价差$670[材料价差]D$670$D$105未计价装置性材料费元0.00.00.0$畜力转运钢筋（运距500m）$154.3$未计价装置性材料费$670[主材费]E$670$E$106税金%9.014156.321274.07$畜力转运钢筋（运距500m）$154.3$税金$670A+B+C+D+EF$670$F$107扩大系数%0.015430.390.0$畜力转运钢筋（运距500m）$154.3$扩大系数$670A+B+C+D+E+FG$670$G$108工程单价元0.00.015430.0$畜力转运钢筋（运距500m）$154.3$工程单价$670A+B+C+D+E+F+G+H+I+J+KZ$670$Z$10综合单价元/t154.3$畜力转运钢筋（运距500m）$154.3$100.0$单价行$670附件表八建筑工程单价表单价编号39项目名称畜力转运模板（运距500m）定额编号Y90125+Y90131×8定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.09396.89$畜力转运模板（运距500m）$116.17$直接费$672A1+A2A$672$A$101.1基本直接费元0.00.09212.64$畜力转运模板（运距500m）$116.17$基本直接费$672A11+A12+A13A1$672$A1$101.1.1人工费元0.00.09112.0$畜力转运模板（运距500m）$116.17$人工费$672[人工费]A11$672$A11$10(1)畜力工日107.285.09112.085.00.0$900030$85$A$672$A$67231984291.1.2材料费元0.00.0100.64$畜力转运模板（运距500m）$116.17$材料费$672[材料费]A12$672$A12$10(1)零星材料费元100.641.0100.641.00.0$ST0998$1$B$672$B$67231984301.1.3机械使用费元0.00.00.0$畜力转运模板（运距500m）$116.17$机械使用费$672[机械费]A13$672$A13$101.2其他直接费%2.09212.64184.25$畜力转运模板（运距500m）$116.17$其他直接费$672A1A2$672$A2$102间接费%6.09396.89563.81$畜力转运模板（运距500m）$116.17$间接费$672AB$672$B$103利润%7.09960.7697.25$畜力转运模板（运距500m）$116.17$利润$672A+BC$672$C$104主材价差元0.00.00.0$畜力转运模板（运距500m）$116.17$主材价差$672[材料价差]D$672$D$105未计价装置性材料费元0.00.00.0$畜力转运模板（运距500m）$116.17$未计价装置性材料费$672[主材费]E$672$E$106税金%9.010657.95959.22$畜力转运模板（运距500m）$116.17$税金$672A+B+C+D+EF$672$F$107扩大系数%0.011617.170.0$畜力转运模板（运距500m）$116.17$扩大系数$672A+B+C+D+E+FG$672$G$108工程单价元0.00.011617.0$畜力转运模板（运距500m）$116.17$工程单价$672A+B+C+D+E+F+G+H+I+J+KZ$672$Z$10综合单价元/m3116.17$畜力转运模板（运距500m）$116.17$100.0$单价行$672附件表八建筑工程单价表单价编号40项目名称混凝土凿毛定额编号Y40234定额单位100m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.02274.06$混凝土凿毛$29.44$直接费$99A1+A2A$99$A$51.1基本直接费元0.00.02229.47$混凝土凿毛$29.44$基本直接费$99A11+A12+A13A1$99$A1$51.1.1人工费元0.00.02123.3$混凝土凿毛$29.44$人工费$99[人工费]A11$99$A11$5(1)普工工日24.9885.02123.385.00.0$900020$85$A$99$A$9931984311.1.2材料费元0.00.0106.17$混凝土凿毛$29.44$材料费$99[材料费]A12$99$A12$5(1)零星材料费%5.02123.3106.172123.30.0$ST0998$2123.3$B$99$B$9931984321.1.3机械使用费元0.00.00.0$混凝土凿毛$29.44$机械使用费$99[机械费]A13$99$A13$51.2其他直接费%2.02229.4744.59$混凝土凿毛$29.44$其他直接费$99A1A2$99$A2$52间接费%11.02274.06250.15$混凝土凿毛$29.44$间接费$99AB$99$B$53利润%7.02524.21176.69$混凝土凿毛$29.44$利润$99A+BC$99$C$54主材价差元0.00.00.0$混凝土凿毛$29.44$主材价差$99[材料价差]D$99$D$55未计价装置性材料费元0.00.00.0$混凝土凿毛$29.44$未计价装置性材料费$99[主材费]E$99$E$56税金%9.02700.9243.08$混凝土凿毛$29.44$税金$99A+B+C+D+EF$99$F$57扩大系数%0.02943.980.0$混凝土凿毛$29.44$扩大系数$99A+B+C+D+E+FG$99$G$58工程单价元0.00.02944.0$混凝土凿毛$29.44$工程单价$99A+B+C+D+E+F+G+H+I+J+KZ$99$Z$5综合单价元/m229.44$混凝土凿毛$29.44$100.0$单价行$99附件表八建筑工程单价表单价编号41项目名称橡胶止水定额编号Y40250定额单位100m0.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.04019.12$橡胶止水$52.03$直接费$101A1+A2A$101$A$51.1基本直接费元0.00.03940.31$橡胶止水$52.03$基本直接费$101A11+A12+A13A1$101$A1$51.1.1人工费元0.00.01619.4$橡胶止水$52.03$人工费$101[人工费]A11$101$A11$5(1)技工工日10.35120.01242.0120.00.0$900010$120$A$101$A$1013198433(2)普工工日4.4485.0377.485.00.0$900020$85$A$101$A$10131984341.1.2材料费元0.00.02320.91$橡胶止水$52.03$材料费$101[材料费]A12$101$A12$5(1)橡胶止水带ｍ103.022.312297.9322.310.0$903900$22.31$B$101$B$1013198435(2)其他材料费%1.02297.9322.982297.930.0$ST0999$2297.93$B$101$B$10131984361.1.3机械使用费元0.00.00.0$橡胶止水$52.03$机械使用费$101[机械费]A13$101$A13$51.2其他直接费%2.03940.3178.81$橡胶止水$52.03$其他直接费$101A1A2$101$A2$52间接费%11.04019.12442.1$橡胶止水$52.03$间接费$101AB$101$B$53利润%7.04461.22312.29$橡胶止水$52.03$利润$101A+BC$101$C$54主材价差元0.00.00.0$橡胶止水$52.03$主材价差$101[材料价差]D$101$D$55未计价装置性材料费元0.00.00.0$橡胶止水$52.03$未计价装置性材料费$101[主材费]E$101$E$56税金%9.04773.51429.62$橡胶止水$52.03$税金$101A+B+C+D+EF$101$F$57扩大系数%0.05203.130.0$橡胶止水$52.03$扩大系数$101A+B+C+D+E+FG$101$G$58工程单价元0.00.05203.0$橡胶止水$52.03$工程单价$101A+B+C+D+E+F+G+H+I+J+KZ$101$Z$5综合单价元/m52.03$橡胶止水$52.03$100.0$单价行$101附件表八建筑工程单价表单价编号42项目名称C25钢筋砼闸底板定额编号Y40066+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.028887.38$C25钢筋砼闸底板$488.64$直接费$236A1+A2A$236$A$51.1基本直接费元0.00.028320.96$C25钢筋砼闸底板$488.64$基本直接费$236A11+A12+A13A1$236$A1$51.1.1人工费元0.00.07480.24$C25钢筋砼闸底板$488.64$人工费$236[人工费]A11$236$A11$5(1)技工工日35.8856120.04306.27120.00.0$900010$120$A$236$A$2363198437(2)普工工日37.340885.03173.9785.00.0$900020$85$A$236$A$23631984381.1.2材料费元0.00.020078.92$C25钢筋砼闸底板$488.64$材料费$236[材料费]A12$236$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$236$B$236P3198439(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$236$B$2363198447(3)水m3102.03.11317.223.110.0$403100218$3.11$B$236$B$2363198440(4)其他材料费元99.42321.099.421.00.0$ST0999$1$B$236$B$23631984431.1.3机械使用费元0.00.0761.8$C25钢筋砼闸底板$488.64$机械使用费$236[机械费]A13$236$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$236$C$236J3198445(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$236$C$236J3198446(3)振动器 1.1kW台班6.5510.69270.0310.69210.692$2037$10.692$C$236$C$236J3198441(4)风水枪台班0.33216.73471.52216.734216.734$2067$216.734$C$236$C$236J3198442(5)其他机械费元4.24651.04.251.00.0$ST9999$1$C$236$C$23631984441.2其他直接费%2.028320.96566.42$C25钢筋砼闸底板$488.64$其他直接费$236A1A2$236$A2$52间接费%11.028887.383177.61$C25钢筋砼闸底板$488.64$间接费$236AB$236$B$53利润%7.032064.992244.55$C25钢筋砼闸底板$488.64$利润$236A+BC$236$C$54主材价差元0.00.010520.26$C25钢筋砼闸底板$488.64$主材价差$236[材料价差]D$236$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$236$J$236[UsysHLCJ.cl_bcp]3198448(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$236$J$236[UsysHLCJ.cl_bcp]3198450(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$236$J$236[UsysHLCJ.cl_bcp]31984495未计价装置性材料费元0.00.00.0$C25钢筋砼闸底板$488.64$未计价装置性材料费$236[主材费]E$236$E$56税金%9.044829.84034.68$C25钢筋砼闸底板$488.64$税金$236A+B+C+D+EF$236$F$57扩大系数%0.048864.480.0$C25钢筋砼闸底板$488.64$扩大系数$236A+B+C+D+E+FG$236$G$58工程单价元0.00.048864.0$C25钢筋砼闸底板$488.64$工程单价$236A+B+C+D+E+F+G+H+I+J+KZ$236$Z$5综合单价元/m3488.64$C25钢筋砼闸底板$488.64$100.0$单价行$236附件表八建筑工程单价表单价编号43项目名称C25钢筋砼闸墩定额编号Y40088+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.029227.32$C25钢筋砼闸墩$493.05$直接费$240A1+A2A$240$A$51.1基本直接费元0.00.028654.24$C25钢筋砼闸墩$493.05$基本直接费$240A11+A12+A13A1$240$A1$51.1.1人工费元0.00.07366.04$C25钢筋砼闸墩$493.05$人工费$240[人工费]A11$240$A11$5(1)技工工日35.5856120.04270.27120.00.0$900010$120$A$240$A$2403198451(2)普工工日36.420885.03095.7785.00.0$900020$85$A$240$A$24031984521.1.2材料费元0.00.020275.68$C25钢筋砼闸墩$493.05$材料费$240[材料费]A12$240$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$240$B$240P3198453(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$240$B$2403198462(3)水m370.03.11217.73.110.0$403100218$3.11$B$240$B$2403198454(4)其他材料费元395.70241.0395.71.00.0$ST0999$1$B$240$B$24031984581.1.3机械使用费元0.00.01012.52$C25钢筋砼闸墩$493.05$机械使用费$240[机械费]A13$240$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$240$C$240J3198460(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$240$C$240J3198461(3)振动器 2.2kW台班3.2711.14336.4411.14311.143$2039$11.143$C$240$C$240J3198455(4)变频机组 8.5kVA台班1.6466.376108.8666.37666.376$2040$66.376$C$240$C$240J3198456(5)风水枪台班0.88216.734190.73216.734216.734$2067$216.734$C$240$C$240J3198457(6)其他机械费元60.48541.060.491.00.0$ST9999$1$C$240$C$24031984591.2其他直接费%2.028654.24573.08$C25钢筋砼闸墩$493.05$其他直接费$240A1A2$240$A2$52间接费%11.029227.323215.01$C25钢筋砼闸墩$493.05$间接费$240AB$240$B$53利润%7.032442.332270.96$C25钢筋砼闸墩$493.05$利润$240A+BC$240$C$54主材价差元0.00.010520.26$C25钢筋砼闸墩$493.05$主材价差$240[材料价差]D$240$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$240$J$240[UsysHLCJ.cl_bcp]3198463(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$240$J$240[UsysHLCJ.cl_bcp]3198465(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$240$J$240[UsysHLCJ.cl_bcp]31984645未计价装置性材料费元0.00.00.0$C25钢筋砼闸墩$493.05$未计价装置性材料费$240[主材费]E$240$E$56税金%9.045233.554071.02$C25钢筋砼闸墩$493.05$税金$240A+B+C+D+EF$240$F$57扩大系数%0.049304.570.0$C25钢筋砼闸墩$493.05$扩大系数$240A+B+C+D+E+FG$240$G$58工程单价元0.00.049305.0$C25钢筋砼闸墩$493.05$工程单价$240A+B+C+D+E+F+G+H+I+J+KZ$240$Z$5综合单价元/m3493.05$C25钢筋砼闸墩$493.05$100.0$单价行$240附件表八建筑工程单价表单价编号44项目名称C25钢筋砼胸墙定额编号Y40091T+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.032104.14$C25钢筋砼胸墙$530.29$直接费$247A1+A2A$247$A$51.1基本直接费元0.00.031474.65$C25钢筋砼胸墙$530.29$基本直接费$247A11+A12+A13A1$247$A1$51.1.1人工费元0.00.09704.89$C25钢筋砼胸墙$530.29$人工费$247[人工费]A11$247$A11$5(1)技工工日42.2056120.05064.67120.00.0$900010$120$A$247$A$2473198466(2)普工工日54.590885.04640.2285.00.0$900020$85$A$247$A$24731984671.1.2材料费元0.00.020561.18$C25钢筋砼胸墙$530.29$材料费$247[材料费]A12$247$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$247$B$247P3198468(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$247$B$2473198476(3)水m3160.03.11497.63.110.0$403100218$3.11$B$247$B$2473198469(4)其他材料费元401.30041.0401.31.00.0$ST0999$1$B$247$B$24731984721.1.3机械使用费元0.00.01208.58$C25钢筋砼胸墙$530.29$机械使用费$247[机械费]A13$247$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$247$C$247J3198474(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$247$C$247J3198475(3)振动器 1.1kW台班8.110.69286.6110.69210.692$2037$10.692$C$247$C$247J3198470(4)风水枪台班2.02216.734437.8216.734216.734$2067$216.734$C$247$C$247J3198471(5)其他机械费元68.17331.068.171.00.0$ST9999$1$C$247$C$24731984731.2其他直接费%2.031474.65629.49$C25钢筋砼胸墙$530.29$其他直接费$247A1A2$247$A2$52间接费%11.032104.143531.46$C25钢筋砼胸墙$530.29$间接费$247AB$247$B$53利润%7.035635.62494.49$C25钢筋砼胸墙$530.29$利润$247A+BC$247$C$54主材价差元0.00.010520.26$C25钢筋砼胸墙$530.29$主材价差$247[材料价差]D$247$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$247$J$247[UsysHLCJ.cl_bcp]3198477(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$247$J$247[UsysHLCJ.cl_bcp]3198479(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$247$J$247[UsysHLCJ.cl_bcp]31984785未计价装置性材料费元0.00.00.0$C25钢筋砼胸墙$530.29$未计价装置性材料费$247[主材费]E$247$E$56税金%9.048650.354378.53$C25钢筋砼胸墙$530.29$税金$247A+B+C+D+EF$247$F$57扩大系数%0.053028.880.0$C25钢筋砼胸墙$530.29$扩大系数$247A+B+C+D+E+FG$247$G$58工程单价元0.00.053029.0$C25钢筋砼胸墙$530.29$工程单价$247A+B+C+D+E+F+G+H+I+J+KZ$247$Z$5综合单价元/m3530.29$C25钢筋砼胸墙$530.29$100.0$单价行$247附件表八建筑工程单价表单价编号45项目名称C25钢筋砼顶板定额编号Y40098+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.029062.8$C25钢筋砼顶板$490.92$直接费$252A1+A2A$252$A$51.1基本直接费元0.00.028492.94$C25钢筋砼顶板$490.92$基本直接费$252A11+A12+A13A1$252$A1$51.1.1人工费元0.00.06969.24$C25钢筋砼顶板$490.92$人工费$252[人工费]A11$252$A11$5(1)技工工日36.2456120.04349.47120.00.0$900010$120$A$252$A$2523198480(2)普工工日30.820885.02619.7785.00.0$900020$85$A$252$A$25231984811.1.2材料费元0.00.020339.13$C25钢筋砼顶板$490.92$材料费$252[材料费]A12$252$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$252$B$252P3198482(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$252$B$2523198490(3)水m390.03.11279.93.110.0$403100218$3.11$B$252$B$2523198483(4)其他材料费元396.94641.0396.951.00.0$ST0999$1$B$252$B$25231984861.1.3机械使用费元0.00.01184.57$C25钢筋砼顶板$490.92$机械使用费$252[机械费]A13$252$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$252$C$252J3198488(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$252$C$252J3198489(3)振动器（插入式） 2.2kW台班3.4511.14338.4411.14311.143$2039$11.143$C$252$C$252J3198484(4)风（砂）水枪 6m3/min台班2.42216.734524.5216.734216.734$2067$216.734$C$252$C$252J3198485(5)其他机械费元5.62941.05.631.00.0$ST9999$1$C$252$C$25231984871.2其他直接费%2.028492.94569.86$C25钢筋砼顶板$490.92$其他直接费$252A1A2$252$A2$52间接费%11.029062.83196.91$C25钢筋砼顶板$490.92$间接费$252AB$252$B$53利润%7.032259.712258.18$C25钢筋砼顶板$490.92$利润$252A+BC$252$C$54主材价差元0.00.010520.26$C25钢筋砼顶板$490.92$主材价差$252[材料价差]D$252$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$252$J$252[UsysHLCJ.cl_bcp]3198491(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$252$J$252[UsysHLCJ.cl_bcp]3198493(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$252$J$252[UsysHLCJ.cl_bcp]31984925未计价装置性材料费元0.00.00.0$C25钢筋砼顶板$490.92$未计价装置性材料费$252[主材费]E$252$E$56税金%9.045038.154053.43$C25钢筋砼顶板$490.92$税金$252A+B+C+D+EF$252$F$57扩大系数%0.049091.580.0$C25钢筋砼顶板$490.92$扩大系数$252A+B+C+D+E+FG$252$G$58工程单价元0.00.049092.0$C25钢筋砼顶板$490.92$工程单价$252A+B+C+D+E+F+G+H+I+J+KZ$252$Z$5综合单价元/m3490.92$C25钢筋砼顶板$490.92$100.0$单价行$252附件表八建筑工程单价表单价编号46项目名称C25钢筋砼立柱定额编号Y40115+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.029943.1$C25钢筋砼立柱$502.31$直接费$529A1+A2A$529$A$51.1基本直接费元0.00.029355.98$C25钢筋砼立柱$502.31$基本直接费$529A11+A12+A13A1$529$A1$51.1.1人工费元0.00.07520.09$C25钢筋砼立柱$502.31$人工费$529[人工费]A11$529$A11$5(1)技工工日40.8856120.04906.27120.00.0$900010$120$A$529$A$5293198494(2)普工工日30.750885.02613.8285.00.0$900020$85$A$529$A$52931984951.1.2材料费元0.00.020569.63$C25钢筋砼立柱$502.31$材料费$529[材料费]A12$529$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$529$B$529P3198496(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$529$B$5293198504(3)水m3100.03.11311.03.110.0$403100218$3.11$B$529$B$5293198497(4)其他材料费元596.35261.0596.351.00.0$ST0999$1$B$529$B$52931985001.1.3机械使用费元0.00.01266.26$C25钢筋砼立柱$502.31$机械使用费$529[机械费]A13$529$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$529$C$529J3198502(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$529$C$529J3198503(3)振动器（插入式） 2.2kW台班3.4811.14338.7811.14311.143$2039$11.143$C$529$C$529J3198498(4)风（砂）水枪 6m3/min台班2.43216.734526.66216.734216.734$2067$216.734$C$529$C$529J3198499(5)其他机械费元84.8161.084.821.00.0$ST9999$1$C$529$C$52931985011.2其他直接费%2.029355.98587.12$C25钢筋砼立柱$502.31$其他直接费$529A1A2$529$A2$52间接费%11.029943.13293.74$C25钢筋砼立柱$502.31$间接费$529AB$529$B$53利润%7.033236.842326.58$C25钢筋砼立柱$502.31$利润$529A+BC$529$C$54主材价差元0.00.010520.26$C25钢筋砼立柱$502.31$主材价差$529[材料价差]D$529$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$529$J$529[UsysHLCJ.cl_bcp]3198505(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$529$J$529[UsysHLCJ.cl_bcp]3198507(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$529$J$529[UsysHLCJ.cl_bcp]31985065未计价装置性材料费元0.00.00.0$C25钢筋砼立柱$502.31$未计价装置性材料费$529[主材费]E$529$E$56税金%9.046083.684147.53$C25钢筋砼立柱$502.31$税金$529A+B+C+D+EF$529$F$57扩大系数%0.050231.210.0$C25钢筋砼立柱$502.31$扩大系数$529A+B+C+D+E+FG$529$G$58工程单价元0.00.050231.0$C25钢筋砼立柱$502.31$工程单价$529A+B+C+D+E+F+G+H+I+J+KZ$529$Z$5综合单价元/m3502.31$C25钢筋砼立柱$502.31$100.0$单价行$529附件表八建筑工程单价表单价编号47项目名称C25钢筋砼启闭机墩定额编号Y40088+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.029227.32$C25钢筋砼启闭机墩$493.05$直接费$591A1+A2A$591$A$51.1基本直接费元0.00.028654.24$C25钢筋砼启闭机墩$493.05$基本直接费$591A11+A12+A13A1$591$A1$51.1.1人工费元0.00.07366.04$C25钢筋砼启闭机墩$493.05$人工费$591[人工费]A11$591$A11$5(1)技工工日35.5856120.04270.27120.00.0$900010$120$A$591$A$5913198508(2)普工工日36.420885.03095.7785.00.0$900020$85$A$591$A$59131985091.1.2材料费元0.00.020275.68$C25钢筋砼启闭机墩$493.05$材料费$591[材料费]A12$591$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$591$B$591P3198510(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$591$B$5913198519(3)水m370.03.11217.73.110.0$403100218$3.11$B$591$B$5913198511(4)其他材料费元395.70241.0395.71.00.0$ST0999$1$B$591$B$59131985151.1.3机械使用费元0.00.01012.52$C25钢筋砼启闭机墩$493.05$机械使用费$591[机械费]A13$591$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$591$C$591J3198517(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$591$C$591J3198518(3)振动器 2.2kW台班3.2711.14336.4411.14311.143$2039$11.143$C$591$C$591J3198512(4)变频机组 8.5kVA台班1.6466.376108.8666.37666.376$2040$66.376$C$591$C$591J3198513(5)风水枪台班0.88216.734190.73216.734216.734$2067$216.734$C$591$C$591J3198514(6)其他机械费元60.48541.060.491.00.0$ST9999$1$C$591$C$59131985161.2其他直接费%2.028654.24573.08$C25钢筋砼启闭机墩$493.05$其他直接费$591A1A2$591$A2$52间接费%11.029227.323215.01$C25钢筋砼启闭机墩$493.05$间接费$591AB$591$B$53利润%7.032442.332270.96$C25钢筋砼启闭机墩$493.05$利润$591A+BC$591$C$54主材价差元0.00.010520.26$C25钢筋砼启闭机墩$493.05$主材价差$591[材料价差]D$591$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$591$J$591[UsysHLCJ.cl_bcp]3198520(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$591$J$591[UsysHLCJ.cl_bcp]3198522(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$591$J$591[UsysHLCJ.cl_bcp]31985215未计价装置性材料费元0.00.00.0$C25钢筋砼启闭机墩$493.05$未计价装置性材料费$591[主材费]E$591$E$56税金%9.045233.554071.02$C25钢筋砼启闭机墩$493.05$税金$591A+B+C+D+EF$591$F$57扩大系数%0.049304.570.0$C25钢筋砼启闭机墩$493.05$扩大系数$591A+B+C+D+E+FG$591$G$58工程单价元0.00.049305.0$C25钢筋砼启闭机墩$493.05$工程单价$591A+B+C+D+E+F+G+H+I+J+KZ$591$Z$5综合单价元/m3493.05$C25钢筋砼启闭机墩$493.05$100.0$单价行$591附件表八建筑工程单价表单价编号48项目名称M5浆砌砖墙定额编号Y30132定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.039153.61$M5浆砌砖墙$512.19$直接费$533A1+A2A$533$A$31.1基本直接费元0.00.038385.89$M5浆砌砖墙$512.19$基本直接费$533A11+A12+A13A1$533$A1$31.1.1人工费元0.00.010339.4$M5浆砌砖墙$512.19$人工费$533[人工费]A11$533$A11$3(1)技工工日40.29120.04834.8120.00.0$900010$120$A$533$A$5333198523(2)普工工日64.7685.05504.685.00.0$900020$85$A$533$A$53331985241.1.2材料费元0.00.027800.99$M5浆砌砖墙$512.19$材料费$533[材料费]A12$533$A12$3(1)标准砖 240X115X53千块53.58450.024111.0450.00.0$907490$450$B$533$B$5333198525(2)水泥砌筑砂浆 M5 水泥42.5m322.9149.1153414.73225.259149.115$275-0$225.259$B$533$B$533P3198526(3)其他材料费%1.027525.73275.2627525.730.0$ST0999$27525.73$B$533$B$53331985281.1.3机械使用费元0.00.0245.5$M5浆砌砖墙$512.19$机械使用费$533[机械费]A13$533$A13$3(1)砂浆搅拌机 0.25m3台班2.01111.035223.18111.035111.035$2001$111.035$C$533$C$533J3198527(2)其他机械费%10.0223.1822.32223.180.0$ST9999$223.18$C$533$C$53331985291.2其他直接费%2.038385.89767.72$M5浆砌砖墙$512.19$其他直接费$533A1A2$533$A2$32间接费%8.039153.613132.29$M5浆砌砖墙$512.19$间接费$533AB$533$B$33利润%7.042285.92960.01$M5浆砌砖墙$512.19$利润$533A+BC$533$C$34主材价差元0.00.01743.69$M5浆砌砖墙$512.19$主材价差$533[材料价差]D$533$D$3(1)水泥42.5kg5277.9920.088464.460.3880.3$400100002$0.388$J$533$J$533[UsysHLCJ.cl_bcp]3198530(2)机制砂（用于混凝土、砂浆）m325.87749.4351279.23119.43570.0$B02972499$119.435$J$533$J$533[UsysHLCJ.cl_bcp]31985315未计价装置性材料费元0.00.00.0$M5浆砌砖墙$512.19$未计价装置性材料费$533[主材费]E$533$E$36税金%9.046989.64229.06$M5浆砌砖墙$512.19$税金$533A+B+C+D+EF$533$F$37扩大系数%0.051218.660.0$M5浆砌砖墙$512.19$扩大系数$533A+B+C+D+E+FG$533$G$38工程单价元0.00.051219.0$M5浆砌砖墙$512.19$工程单价$533A+B+C+D+E+F+G+H+I+J+KZ$533$Z$3综合单价元/m3512.19$M5浆砌砖墙$512.19$100.0$单价行$533附件表八建筑工程单价表单价编号49项目名称C25钢筋砼过梁定额编号Y40112+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.030107.06$C25钢筋砼过梁$504.43$直接费$580A1+A2A$580$A$51.1基本直接费元0.00.029516.73$C25钢筋砼过梁$504.43$基本直接费$580A11+A12+A13A1$580$A1$51.1.1人工费元0.00.07888.34$C25钢筋砼过梁$504.43$人工费$580[人工费]A11$580$A11$5(1)技工工日41.9356120.05032.27120.00.0$900010$120$A$580$A$5803198532(2)普工工日33.600885.02856.0785.00.0$900020$85$A$580$A$58031985331.1.2材料费元0.00.020967.2$C25钢筋砼过梁$504.43$材料费$580[材料费]A12$580$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$580$B$580P3198534(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$580$B$5803198541(3)水m3100.03.11311.03.110.0$403100218$3.11$B$580$B$5803198535(4)其他材料费元993.9211.0993.921.00.0$ST0999$1$B$580$B$58031985371.1.3机械使用费元0.00.0661.19$C25钢筋砼过梁$504.43$机械使用费$580[机械费]A13$580$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$580$C$580J3198539(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$580$C$580J3198540(3)振动器（插入式） 2.2kW台班3.3811.14337.6611.14311.143$2039$11.143$C$580$C$580J3198536(4)其他机械费元7.5321.07.531.00.0$ST9999$1$C$580$C$58031985381.2其他直接费%2.029516.73590.33$C25钢筋砼过梁$504.43$其他直接费$580A1A2$580$A2$52间接费%11.030107.063311.78$C25钢筋砼过梁$504.43$间接费$580AB$580$B$53利润%7.033418.842339.32$C25钢筋砼过梁$504.43$利润$580A+BC$580$C$54主材价差元0.00.010520.26$C25钢筋砼过梁$504.43$主材价差$580[材料价差]D$580$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$580$J$580[UsysHLCJ.cl_bcp]3198542(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$580$J$580[UsysHLCJ.cl_bcp]3198544(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$580$J$580[UsysHLCJ.cl_bcp]31985435未计价装置性材料费元0.00.00.0$C25钢筋砼过梁$504.43$未计价装置性材料费$580[主材费]E$580$E$56税金%9.046278.424165.06$C25钢筋砼过梁$504.43$税金$580A+B+C+D+EF$580$F$57扩大系数%0.050443.480.0$C25钢筋砼过梁$504.43$扩大系数$580A+B+C+D+E+FG$580$G$58工程单价元0.00.050443.0$C25钢筋砼过梁$504.43$工程单价$580A+B+C+D+E+F+G+H+I+J+KZ$580$Z$5综合单价元/m3504.43$C25钢筋砼过梁$504.43$100.0$单价行$580附件表八建筑工程单价表单价编号50项目名称C25钢筋砼屋面板定额编号Y40098+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.029062.8$C25钢筋砼屋面板$490.92$直接费$567A1+A2A$567$A$51.1基本直接费元0.00.028492.94$C25钢筋砼屋面板$490.92$基本直接费$567A11+A12+A13A1$567$A1$51.1.1人工费元0.00.06969.24$C25钢筋砼屋面板$490.92$人工费$567[人工费]A11$567$A11$5(1)技工工日36.2456120.04349.47120.00.0$900010$120$A$567$A$5673198545(2)普工工日30.820885.02619.7785.00.0$900020$85$A$567$A$56731985461.1.2材料费元0.00.020339.13$C25钢筋砼屋面板$490.92$材料费$567[材料费]A12$567$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$567$B$567P3198547(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$567$B$5673198555(3)水m390.03.11279.93.110.0$403100218$3.11$B$567$B$5673198548(4)其他材料费元396.94641.0396.951.00.0$ST0999$1$B$567$B$56731985511.1.3机械使用费元0.00.01184.57$C25钢筋砼屋面板$490.92$机械使用费$567[机械费]A13$567$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$567$C$567J3198553(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$567$C$567J3198554(3)振动器（插入式） 2.2kW台班3.4511.14338.4411.14311.143$2039$11.143$C$567$C$567J3198549(4)风（砂）水枪 6m3/min台班2.42216.734524.5216.734216.734$2067$216.734$C$567$C$567J3198550(5)其他机械费元5.62941.05.631.00.0$ST9999$1$C$567$C$56731985521.2其他直接费%2.028492.94569.86$C25钢筋砼屋面板$490.92$其他直接费$567A1A2$567$A2$52间接费%11.029062.83196.91$C25钢筋砼屋面板$490.92$间接费$567AB$567$B$53利润%7.032259.712258.18$C25钢筋砼屋面板$490.92$利润$567A+BC$567$C$54主材价差元0.00.010520.26$C25钢筋砼屋面板$490.92$主材价差$567[材料价差]D$567$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$567$J$567[UsysHLCJ.cl_bcp]3198556(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$567$J$567[UsysHLCJ.cl_bcp]3198558(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$567$J$567[UsysHLCJ.cl_bcp]31985575未计价装置性材料费元0.00.00.0$C25钢筋砼屋面板$490.92$未计价装置性材料费$567[主材费]E$567$E$56税金%9.045038.154053.43$C25钢筋砼屋面板$490.92$税金$567A+B+C+D+EF$567$F$57扩大系数%0.049091.580.0$C25钢筋砼屋面板$490.92$扩大系数$567A+B+C+D+E+FG$567$G$58工程单价元0.00.049092.0$C25钢筋砼屋面板$490.92$工程单价$567A+B+C+D+E+F+G+H+I+J+KZ$567$Z$5综合单价元/m3490.92$C25钢筋砼屋面板$490.92$100.0$单价行$567附件表八建筑工程单价表单价编号51项目名称C25钢筋砼屋面梁定额编号Y40112+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.030107.06$C25钢筋砼屋面梁$504.43$直接费$571A1+A2A$571$A$51.1基本直接费元0.00.029516.73$C25钢筋砼屋面梁$504.43$基本直接费$571A11+A12+A13A1$571$A1$51.1.1人工费元0.00.07888.34$C25钢筋砼屋面梁$504.43$人工费$571[人工费]A11$571$A11$5(1)技工工日41.9356120.05032.27120.00.0$900010$120$A$571$A$5713198559(2)普工工日33.600885.02856.0785.00.0$900020$85$A$571$A$57131985601.1.2材料费元0.00.020967.2$C25钢筋砼屋面梁$504.43$材料费$571[材料费]A12$571$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$571$B$571P3198561(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$571$B$5713198568(3)水m3100.03.11311.03.110.0$403100218$3.11$B$571$B$5713198562(4)其他材料费元993.9211.0993.921.00.0$ST0999$1$B$571$B$57131985641.1.3机械使用费元0.00.0661.19$C25钢筋砼屋面梁$504.43$机械使用费$571[机械费]A13$571$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$571$C$571J3198566(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$571$C$571J3198567(3)振动器（插入式） 2.2kW台班3.3811.14337.6611.14311.143$2039$11.143$C$571$C$571J3198563(4)其他机械费元7.5321.07.531.00.0$ST9999$1$C$571$C$57131985651.2其他直接费%2.029516.73590.33$C25钢筋砼屋面梁$504.43$其他直接费$571A1A2$571$A2$52间接费%11.030107.063311.78$C25钢筋砼屋面梁$504.43$间接费$571AB$571$B$53利润%7.033418.842339.32$C25钢筋砼屋面梁$504.43$利润$571A+BC$571$C$54主材价差元0.00.010520.26$C25钢筋砼屋面梁$504.43$主材价差$571[材料价差]D$571$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$571$J$571[UsysHLCJ.cl_bcp]3198569(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$571$J$571[UsysHLCJ.cl_bcp]3198571(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$571$J$571[UsysHLCJ.cl_bcp]31985705未计价装置性材料费元0.00.00.0$C25钢筋砼屋面梁$504.43$未计价装置性材料费$571[主材费]E$571$E$56税金%9.046278.424165.06$C25钢筋砼屋面梁$504.43$税金$571A+B+C+D+EF$571$F$57扩大系数%0.050443.480.0$C25钢筋砼屋面梁$504.43$扩大系数$571A+B+C+D+E+FG$571$G$58工程单价元0.00.050443.0$C25钢筋砼屋面梁$504.43$工程单价$571A+B+C+D+E+F+G+H+I+J+KZ$571$Z$5综合单价元/m3504.43$C25钢筋砼屋面梁$504.43$100.0$单价行$571附件表八建筑工程单价表单价编号52项目名称C25钢筋砼女儿墙定额编号Y40090+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.033365.03$C25钢筋砼女儿墙$546.61$直接费$575A1+A2A$575$A$51.1基本直接费元0.00.032710.81$C25钢筋砼女儿墙$546.61$基本直接费$575A11+A12+A13A1$575$A1$51.1.1人工费元0.00.09663.29$C25钢筋砼女儿墙$546.61$人工费$575[人工费]A11$575$A11$5(1)技工工日51.2656120.06151.87120.00.0$900010$120$A$575$A$5753198572(2)普工工日41.310885.03511.4285.00.0$900020$85$A$575$A$57531985731.1.2材料费元0.00.020624.62$C25钢筋砼女儿墙$546.61$材料费$575[材料费]A12$575$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$575$B$575P3198574(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$575$B$5753198583(3)水m3180.03.11559.83.110.0$403100218$3.11$B$575$B$5753198575(4)其他材料费元402.54441.0402.541.00.0$ST0999$1$B$575$B$57531985791.1.3机械使用费元0.00.02422.9$C25钢筋砼女儿墙$546.61$机械使用费$575[机械费]A13$575$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$575$C$575J3198581(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$575$C$575J3198582(3)振动器 1.1kW台班8.110.69286.6110.69210.692$2037$10.692$C$575$C$575J3198576(4)风水枪台班2.02216.734437.8216.734216.734$2067$216.734$C$575$C$575J3198577(5)混凝土输送泵 30m3/h台班1.91562.6261074.62562.626562.626$2033$562.626$C$575$C$575J3198578(6)其他机械费元207.87391.0207.871.00.0$ST9999$1$C$575$C$57531985801.2其他直接费%2.032710.81654.22$C25钢筋砼女儿墙$546.61$其他直接费$575A1A2$575$A2$52间接费%11.033365.033670.15$C25钢筋砼女儿墙$546.61$间接费$575AB$575$B$53利润%7.037035.182592.46$C25钢筋砼女儿墙$546.61$利润$575A+BC$575$C$54主材价差元0.00.010520.26$C25钢筋砼女儿墙$546.61$主材价差$575[材料价差]D$575$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$575$J$575[UsysHLCJ.cl_bcp]3198584(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$575$J$575[UsysHLCJ.cl_bcp]3198586(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$575$J$575[UsysHLCJ.cl_bcp]31985855未计价装置性材料费元0.00.00.0$C25钢筋砼女儿墙$546.61$未计价装置性材料费$575[主材费]E$575$E$56税金%9.050147.94513.31$C25钢筋砼女儿墙$546.61$税金$575A+B+C+D+EF$575$F$57扩大系数%0.054661.210.0$C25钢筋砼女儿墙$546.61$扩大系数$575A+B+C+D+E+FG$575$G$58工程单价元0.00.054661.0$C25钢筋砼女儿墙$546.61$工程单价$575A+B+C+D+E+F+G+H+I+J+KZ$575$Z$5综合单价元/m3546.61$C25钢筋砼女儿墙$546.61$100.0$单价行$575附件表八建筑工程单价表单价编号53项目名称水泥砂浆楼面（做法详见11J930-G2，楼1）定额编号10111002T定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.017.99$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$直接费$559A1+A2A$559$A$101.1基本直接费元0.00.017.64$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$基本直接费$559A11+A12+A13A1$559$A1$101.1.1人工费元0.00.011.75$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$人工费$559[人工费]A11$559$A11$10(1)定额人工费元11.621.01111.751.0110.0$000000018$1.011$A$559$A$55931985871.1.2材料费元0.00.05.41$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$材料费$559[材料费]A12$559$A12$10(1)素水泥浆m30.001451.5330.45541.653451.533$600404057$541.653$B$559$B$559P3198588(2)现拌抹灰砂浆（1:2.5）M40(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0212233.3134.95314.657233.313$600404015$314.657$B$559$B$559P3198589(3)其他材料费元0.00921.00.011.00.0$403100249$1$B$559$B$55931985901.1.3机械使用费元0.00.00.48$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$机械使用费$559[机械费]A13$559$A13$10(1)灰浆搅拌机200L(房建)台班0.0034142.0090.48142.009142.009$620210446$142.009$C$559$C$559J31985911.2其他直接费%2.017.640.35$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$其他直接费$559A1A2$559$A2$102间接费%6.017.991.08$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$间接费$559AB$559$B$103利润%7.019.071.33$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$利润$559A+BC$559$C$104主材价差元0.00.01.81$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$主材价差$559[材料价差]D$559$D$10(1)水泥 32.5kg1.5020.060.090.360.3$400100001$0.36$J$559$J$559[UsysHLCJ.cl_bcp]3198592(2)散装水泥 42.5kg11.5540.060.690.360.3$400100011$0.36$J$559$J$559[UsysHLCJ.cl_bcp]3198594(3)净干砂（机制砂）m30.02086149.4351.03119.43570.0$400501159$119.435$J$559$J$559[UsysHLCJ.cl_bcp]31985935未计价装置性材料费元0.00.00.0$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$未计价装置性材料费$559[主材费]E$559$E$106税金%9.022.212.0$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$税金$559A+B+C+D+EF$559$F$107扩大系数%0.024.210.0$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$扩大系数$559A+B+C+D+E+FG$559$G$108工程单价元0.00.024.21$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$工程单价$559A+B+C+D+E+F+G+H+I+J+KZ$559$Z$10综合单价元/m224.21$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$1.0$单价行$559附件表八建筑工程单价表单价编号54项目名称水泥砂浆内墙面（做法详见11J930-H5，内墙9）定额编号10112013T+10114147定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.044.39$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$直接费$555A1+A2A$555$A$101.1基本直接费元0.00.043.52$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$基本直接费$555A11+A12+A13A1$555$A1$101.1.1人工费元0.00.033.91$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$人工费$555[人工费]A11$555$A11$10(1)定额人工费元33.541.01133.911.0110.0$000000018$1.011$A$555$A$55531985951.1.2材料费元0.00.09.25$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$材料费$555[材料费]A12$555$A12$10(1)乳液型涂料Kg0.38119.583.659.580.0$401700032$9.58$B$555$B$5553198600(2)现拌抹灰砂浆（1:2.5）M40(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0052233.3131.21314.657233.313$600404015$314.657$B$555$B$555P3198596(3)现拌抹灰砂浆（1:3）M30(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0104206.3132.15282.257206.313$600404016$282.257$B$555$B$555P3198597(4)其他材料费元0.15641.00.161.00.0$403100249$1$B$555$B$5553198598(5)腻子粉kg2.04121.022.081.020.0$403100969$1.02$B$555$B$55531986011.1.3机械使用费元0.00.00.36$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$机械使用费$555[机械费]A13$555$A13$10(1)灰浆搅拌机200L(房建)台班0.0025142.0090.36142.009142.009$620210446$142.009$C$555$C$555J31985991.2其他直接费%2.043.520.87$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$其他直接费$555A1A2$555$A2$102间接费%6.044.392.66$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$间接费$555AB$555$B$103利润%7.047.053.29$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$利润$555A+BC$555$C$104主材价差元0.00.01.21$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$主材价差$555[材料价差]D$555$D$10(1)散装水泥 42.5kg7.5660.060.450.360.3$400100011$0.36$J$555$J$555[UsysHLCJ.cl_bcp]3198603(2)净干砂（机制砂）m30.01535149.4350.76119.43570.0$400501159$119.435$J$555$J$555[UsysHLCJ.cl_bcp]31986025未计价装置性材料费元0.00.00.0$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$未计价装置性材料费$555[主材费]E$555$E$106税金%9.051.554.64$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$税金$555A+B+C+D+EF$555$F$107扩大系数%0.056.190.0$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$扩大系数$555A+B+C+D+E+FG$555$G$108工程单价元0.00.056.19$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$工程单价$555A+B+C+D+E+F+G+H+I+J+KZ$555$Z$10综合单价元/m256.19$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$1.0$单价行$555附件表八建筑工程单价表单价编号55项目名称聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）定额编号10112005T+10114176+10110230+10110233定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.073.95$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$直接费$550A1+A2A$550$A$101.1基本直接费元0.00.072.5$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$基本直接费$550A11+A12+A13A1$550$A1$101.1.1人工费元0.00.054.39$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$人工费$550[人工费]A11$550$A11$10(1)定额人工费元53.81.01154.391.0110.0$000000018$1.011$A$550$A$55031986041.1.2材料费元0.00.017.61$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$材料费$550[材料费]A12$550$A12$10(1)抗碱底涂料kg0.312.053.6212.050.0$401700081$12.05$B$550$B$5503198609(2)聚氨酯磁漆Kg0.1221.172.5421.170.0$470100093$21.17$B$550$B$5503198614(3)聚氨酯底漆Kg0.1217.042.0417.040.0$470100094$17.04$B$550$B$5503198612(4)现拌抹灰砂浆（1:2.5）M40(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0065233.3131.52314.657233.313$600404015$314.657$B$550$B$550P3198605(5)白水泥Kg3.00.8222.470.8220.0$400100003$0.822$B$550$B$5503198610(6)二甲苯Kg0.0746.00.446.00.0$480300022$6$B$550$B$5503198613(7)现拌抹灰砂浆（1:3）M30(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0144206.3132.97282.257206.313$600404016$282.257$B$550$B$550P3198606(8)建筑胶kg0.961.951.871.950.0$402900090$1.95$B$550$B$5503198611(9)其他材料费元0.1381.00.141.00.0$403100249$1$B$550$B$55031986071.1.3机械使用费元0.00.00.5$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$机械使用费$550[机械费]A13$550$A13$10(1)灰浆搅拌机200L(房建)台班0.0035142.0090.5142.009142.009$620210446$142.009$C$550$C$550J31986081.2其他直接费%2.072.51.45$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$其他直接费$550A1A2$550$A2$102间接费%6.073.954.44$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$间接费$550AB$550$B$103利润%7.078.395.49$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$利润$550A+BC$550$C$104主材价差元0.00.01.63$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$主材价差$550[材料价差]D$550$D$10(1)散装水泥 42.5kg10.09450.060.610.360.3$400100011$0.36$J$550$J$550[UsysHLCJ.cl_bcp]3198616(2)净干砂（机制砂）m30.02056649.4351.02119.43570.0$400501159$119.435$J$550$J$550[UsysHLCJ.cl_bcp]31986155未计价装置性材料费元0.00.00.0$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$未计价装置性材料费$550[主材费]E$550$E$106税金%9.085.517.7$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$税金$550A+B+C+D+EF$550$F$107扩大系数%0.093.210.0$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$扩大系数$550A+B+C+D+E+FG$550$G$108工程单价元0.00.093.21$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$工程单价$550A+B+C+D+E+F+G+H+I+J+KZ$550$Z$10综合单价元/m293.21$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$1.0$单价行$550附件表八建筑工程单价表单价编号56项目名称板底抹灰顶棚（做法详见11J930-H24，顶7）定额编号10113003+10113001T+10114149定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.052.61$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$直接费$561A1+A2A$561$A$101.1基本直接费元0.00.051.58$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$基本直接费$561A11+A12+A13A1$561$A1$101.1.1人工费元0.00.042.5$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$人工费$561[人工费]A11$561$A11$10(1)定额人工费元42.041.01142.51.0110.0$000000018$1.011$A$561$A$56131986171.1.2材料费元0.00.08.81$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$材料费$561[材料费]A12$561$A12$10(1)袋装水泥42.5kg1.650.30.50.3880.3$400100017$0.388$B$561$B$5613198618(2)乳液型涂料Kg0.38119.583.659.580.0$401700032$9.58$B$561$B$5613198624(3)现拌抹灰砂浆（1:3）M30(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0054206.3131.11282.257206.313$600404016$282.257$B$561$B$561P3198620(4)建筑胶kg0.29151.950.571.950.0$402900090$1.95$B$561$B$5613198619(5)腻子粉kg2.04121.022.081.020.0$403100969$1.02$B$561$B$5613198625(6)现拌抹灰砂浆（1:2.5）M40(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0032233.3130.75314.657233.313$600404015$314.657$B$561$B$561P3198621(7)其他材料费元0.14721.00.151.00.0$403100249$1$B$561$B$56131986221.1.3机械使用费元0.00.00.27$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$机械使用费$561[机械费]A13$561$A13$10(1)灰浆搅拌机200L(房建)台班0.0019142.0090.27142.009142.009$620210446$142.009$C$561$C$561J31986231.2其他直接费%2.051.581.03$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$其他直接费$561A1A2$561$A2$102间接费%6.052.613.16$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$间接费$561AB$561$B$103利润%7.055.773.9$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$利润$561A+BC$561$C$104主材价差元0.00.00.82$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$主材价差$561[材料价差]D$561$D$10(1)散装水泥 42.5kg4.2010.060.250.360.3$400100011$0.36$J$561$J$561[UsysHLCJ.cl_bcp]3198627(2)袋装水泥42.5kg1.650.0880.150.3880.3$400100017$0.388$J$561$J$561[UsysHLCJ.cl_bcp]3198626(3)净干砂（机制砂）m30.00846349.4350.42119.43570.0$400501159$119.435$J$561$J$561[UsysHLCJ.cl_bcp]31986285未计价装置性材料费元0.00.00.0$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$未计价装置性材料费$561[主材费]E$561$E$106税金%9.060.495.44$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$税金$561A+B+C+D+EF$561$F$107扩大系数%0.065.930.0$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$扩大系数$561A+B+C+D+E+FG$561$G$108工程单价元0.00.065.93$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$工程单价$561A+B+C+D+E+F+G+H+I+J+KZ$561$Z$10综合单价元/m265.93$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$1.0$单价行$561附件表八建筑工程单价表单价编号57项目名称不上人屋面（做法详见11J930-J7，屋1）定额编号10109098T+10111002T+10109104T定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.061.38$不上人屋面（做法详见11J930-J7，屋1）$82.7$直接费$586A1+A2A$586$A$101.1基本直接费元0.00.060.18$不上人屋面（做法详见11J930-J7，屋1）$82.7$基本直接费$586A11+A12+A13A1$586$A1$101.1.1人工费元0.00.039.07$不上人屋面（做法详见11J930-J7，屋1）$82.7$人工费$586[人工费]A11$586$A11$10(1)定额人工费元38.641.01139.071.0110.0$000000018$1.011$A$586$A$58631986291.1.2材料费元0.00.019.55$不上人屋面（做法详见11J930-J7，屋1）$82.7$材料费$586[材料费]A12$586$A12$10(1)现拌普通混凝土C20(42.5) (碎石10mm（细石） 塌落度30-50mm)m30.0303186.545.65275.941186.54$600401016$275.941$B$586$B$586P3198630(2)现拌抹灰砂浆（1:2.5）M40(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0205233.3134.78314.657233.313$600404015$314.657$B$586$B$586P3198637(3)现拌抹灰砂浆（1:3）M30(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.0212206.3134.37282.257206.313$600404016$282.257$B$586$B$586P3198635(4)素水泥浆m30.003451.5331.35541.653451.533$600404057$541.653$B$586$B$586P3198631(5)防水剂Kg1.3262.543.372.540.0$402900038$2.54$B$586$B$5863198638(6)其他材料费元0.02761.00.031.00.0$403100249$1$B$586$B$58631986321.1.3机械使用费元0.00.01.56$不上人屋面（做法详见11J930-J7，屋1）$82.7$机械使用费$586[机械费]A13$586$A13$10(1)平板式混凝土振捣器(房建)台班0.0029.750.029.750.0$611100056$9.75$C$586$C$5863198633(2)灰浆搅拌机200L(房建)台班0.0069142.0090.98142.009142.009$620210446$142.009$C$586$C$586J3198636(3)电动滚筒式混凝土搅拌机400L(房建)台班0.0025223.2690.56223.269223.269$620210386$223.269$C$586$C$586J31986341.2其他直接费%2.060.181.2$不上人屋面（做法详见11J930-J7，屋1）$82.7$其他直接费$586A1A2$586$A2$102间接费%6.061.383.68$不上人屋面（做法详见11J930-J7，屋1）$82.7$间接费$586AB$586$B$103利润%7.065.064.55$不上人屋面（做法详见11J930-J7，屋1）$82.7$利润$586A+BC$586$C$104主材价差元0.00.06.26$不上人屋面（做法详见11J930-J7，屋1）$82.7$主材价差$586[材料价差]D$586$D$10(1)水泥 32.5kg4.5060.060.270.360.3$400100001$0.36$J$586$J$586[UsysHLCJ.cl_bcp]3198642(2)散装水泥 42.5kg30.45390.061.830.360.3$400100011$0.36$J$586$J$586[UsysHLCJ.cl_bcp]3198641(3)碎石 Φ5-10 （细石）m30.01933159.3921.15129.39270.0$400501133$129.392$J$586$J$586[UsysHLCJ.cl_bcp]3198640(4)净干砂（机制砂）m30.0609149.4353.01119.43570.0$400501159$119.435$J$586$J$586[UsysHLCJ.cl_bcp]31986395未计价装置性材料费元0.00.00.0$不上人屋面（做法详见11J930-J7，屋1）$82.7$未计价装置性材料费$586[主材费]E$586$E$106税金%9.075.876.83$不上人屋面（做法详见11J930-J7，屋1）$82.7$税金$586A+B+C+D+EF$586$F$107扩大系数%0.082.70.0$不上人屋面（做法详见11J930-J7，屋1）$82.7$扩大系数$586A+B+C+D+E+FG$586$G$108工程单价元0.00.082.7$不上人屋面（做法详见11J930-J7，屋1）$82.7$工程单价$586A+B+C+D+E+F+G+H+I+J+KZ$586$Z$10综合单价元/m282.7$不上人屋面（做法详见11J930-J7，屋1）$82.7$1.0$单价行$586附件表八建筑工程单价表单价编号58项目名称烤漆门定额编号10108029定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0635.29$烤漆门$785.4$直接费$542A1+A2A$542$A$101.1基本直接费元0.00.0622.83$烤漆门$785.4$基本直接费$542A11+A12+A13A1$542$A1$101.1.1人工费元0.00.044.59$烤漆门$785.4$人工费$542[人工费]A11$542$A11$10(1)定额人工费元44.11.01144.591.0110.0$000000018$1.011$A$542$A$54231986431.1.2材料费元0.00.0578.0$烤漆门$785.4$材料费$542[材料费]A12$542$A12$10(1)烤漆门m20.9781584.0571.21584.00.0$B04753985$584$B$542$B$5423198644(2)其他材料费元3.32121.03.321.00.0$403100249$1$B$542$B$5423198645(3)铁件Kg0.95783.6283.473.6280.0$904190$3.628$B$542$B$54231986461.1.3机械使用费元0.00.00.24$烤漆门$785.4$机械使用费$542[机械费]A13$542$A13$10(1)交流弧焊机容量21kV·A(房建)台班0.004158.6160.2458.61658.616$620210696$58.616$C$542$C$542J31986471.2其他直接费%2.0622.8312.46$烤漆门$785.4$其他直接费$542A1A2$542$A2$102间接费%6.0635.2938.12$烤漆门$785.4$间接费$542AB$542$B$103利润%7.0673.4147.14$烤漆门$785.4$利润$542A+BC$542$C$104主材价差元0.00.00.0$烤漆门$785.4$主材价差$542[材料价差]D$542$D$105未计价装置性材料费元0.00.00.0$烤漆门$785.4$未计价装置性材料费$542[主材费]E$542$E$106税金%9.0720.5564.85$烤漆门$785.4$税金$542A+B+C+D+EF$542$F$107扩大系数%0.0785.40.0$烤漆门$785.4$扩大系数$542A+B+C+D+E+FG$542$G$108工程单价元0.00.0785.4$烤漆门$785.4$工程单价$542A+B+C+D+E+F+G+H+I+J+KZ$542$Z$10综合单价元/m2785.4$烤漆门$785.4$1.0$单价行$542附件表八建筑工程单价表单价编号59项目名称铝合金推拉窗定额编号10108071+10108075定额单位m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0315.07$铝合金推拉窗$389.51$直接费$544A1+A2A$544$A$101.1基本直接费元0.00.0308.89$铝合金推拉窗$389.51$基本直接费$544A11+A12+A13A1$544$A1$101.1.1人工费元0.00.066.02$铝合金推拉窗$389.51$人工费$544[人工费]A11$544$A11$10(1)定额人工费元65.31.01166.021.0110.0$000000018$1.011$A$544$A$54431986481.1.2材料费元0.00.0239.27$铝合金推拉窗$389.51$材料费$544[材料费]A12$544$A12$10(1)铝合金型材Kg6.06521.404129.8221.4040.0$430700075$21.404$B$544$B$5443198649(2)玻璃胶350g支0.4712.966.0912.960.0$470100148$12.96$B$544$B$5443198655(3)钢化玻璃δ6m20.8347.039.0147.00.0$401101017$47$B$544$B$5443198650(4)聚氨酯发泡密封胶750ml/支支1.427211.9517.0611.950.0$402101093$11.95$B$544$B$5443198656(5)小五金费用元10.006841.010.011.00.0$402300469$1$B$544$B$5443198651(6)玻璃胶300ml支1.9168.8516.968.850.0$403101335$8.85$B$544$B$5443198652(7)其他材料费元20.32281.020.321.00.0$403100249$1$B$544$B$54431986531.1.3机械使用费元0.00.03.6$铝合金推拉窗$389.51$机械使用费$544[机械费]A13$544$A13$10(1)其他机械费元3.59721.03.61.00.0$612300299$1$C$544$C$54431986541.2其他直接费%2.0308.896.18$铝合金推拉窗$389.51$其他直接费$544A1A2$544$A2$102间接费%6.0315.0718.9$铝合金推拉窗$389.51$间接费$544AB$544$B$103利润%7.0333.9723.38$铝合金推拉窗$389.51$利润$544A+BC$544$C$104主材价差元0.00.00.0$铝合金推拉窗$389.51$主材价差$544[材料价差]D$544$D$105未计价装置性材料费元0.00.00.0$铝合金推拉窗$389.51$未计价装置性材料费$544[主材费]E$544$E$106税金%9.0357.3532.16$铝合金推拉窗$389.51$税金$544A+B+C+D+EF$544$F$107扩大系数%0.0389.510.0$铝合金推拉窗$389.51$扩大系数$544A+B+C+D+E+FG$544$G$108工程单价元0.00.0389.51$铝合金推拉窗$389.51$工程单价$544A+B+C+D+E+F+G+H+I+J+KZ$544$Z$10综合单价元/m2389.51$铝合金推拉窗$389.51$1.0$单价行$544附件表八建筑工程单价表单价编号60项目名称畜力转运砖（运距500m）定额编号Y90128+Y90134×8定额单位100t0.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.011291.38$畜力转运砖（运距500m）$139.59$直接费$694A1+A2A$694$A$101.1基本直接费元0.00.011069.98$畜力转运砖（运距500m）$139.59$基本直接费$694A11+A12+A13A1$694$A1$101.1.1人工费元0.00.011007.5$畜力转运砖（运距500m）$139.59$人工费$694[人工费]A11$694$A11$10(1)畜力工日129.585.011007.585.00.0$900030$85$A$694$A$69431986571.1.2材料费元0.00.062.48$畜力转运砖（运距500m）$139.59$材料费$694[材料费]A12$694$A12$10(1)零星材料费元62.4751.062.481.00.0$ST0998$1$B$694$B$69431986581.1.3机械使用费元0.00.00.0$畜力转运砖（运距500m）$139.59$机械使用费$694[机械费]A13$694$A13$101.2其他直接费%2.011069.98221.4$畜力转运砖（运距500m）$139.59$其他直接费$694A1A2$694$A2$102间接费%6.011291.38677.48$畜力转运砖（运距500m）$139.59$间接费$694AB$694$B$103利润%7.011968.86837.82$畜力转运砖（运距500m）$139.59$利润$694A+BC$694$C$104主材价差元0.00.00.0$畜力转运砖（运距500m）$139.59$主材价差$694[材料价差]D$694$D$105未计价装置性材料费元0.00.00.0$畜力转运砖（运距500m）$139.59$未计价装置性材料费$694[主材费]E$694$E$106税金%9.012806.681152.6$畜力转运砖（运距500m）$139.59$税金$694A+B+C+D+EF$694$F$107扩大系数%0.013959.280.0$畜力转运砖（运距500m）$139.59$扩大系数$694A+B+C+D+E+FG$694$G$108工程单价元0.00.013959.0$畜力转运砖（运距500m）$139.59$工程单价$694A+B+C+D+E+F+G+H+I+J+KZ$694$Z$10综合单价元/t139.59$畜力转运砖（运距500m）$139.59$100.0$单价行$694附件表八建筑工程单价表单价编号61项目名称土方开挖（外弃5km）定额编号Y10027×0.05+Y10325×0.95定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.01282.17$土方开挖（外弃5km）$20.34$直接费$229A1+A2A$229$A$11.1基本直接费元0.00.01257.03$土方开挖（外弃5km）$20.34$基本直接费$229A11+A12+A13A1$229$A1$11.1.1人工费元0.00.098.25$土方开挖（外弃5km）$20.34$人工费$229[人工费]A11$229$A11$1(1)技工工日0.0095120.01.14120.00.0$900010$120$A$229$A$2293198659(2)普工工日1.142585.097.1185.00.0$900020$85$A$229$A$22931986601.1.2材料费元0.00.046.92$土方开挖（外弃5km）$20.34$材料费$229[材料费]A12$229$A12$1(1)零星材料费元46.9150551.046.921.00.0$ST0998$1$B$229$B$22931986611.1.3机械使用费元0.00.01111.86$土方开挖（外弃5km）$20.34$机械使用费$229[机械费]A13$229$A13$1(1)挖掘机 1.0m3台班0.1615903.44145.911166.425903.44$1005$1166.425$C$229$C$229J3198662(2)推土机 59kw台班0.076588.5544.73736.81588.55$1022$736.81$C$229$C$229J3198663(3)自卸汽车 8t台班1.957470.73921.22632.757470.73$3013$632.757$C$229$C$229J31986641.2其他直接费%2.01257.0325.14$土方开挖（外弃5km）$20.34$其他直接费$229A1A2$229$A2$12间接费%9.01282.17115.4$土方开挖（外弃5km）$20.34$间接费$229AB$229$B$13利润%7.01397.5797.83$土方开挖（外弃5km）$20.34$利润$229A+BC$229$C$14主材价差元0.00.0370.83$土方开挖（外弃5km）$20.34$主材价差$229[材料价差]D$229$D$1(1)柴油kg105.050053.53370.837.033.5$480100002$7.03$J$229$J$229[UsysHLCJ.cl_bcp]31986655未计价装置性材料费元0.00.00.0$土方开挖（外弃5km）$20.34$未计价装置性材料费$229[主材费]E$229$E$16税金%9.01866.23167.96$土方开挖（外弃5km）$20.34$税金$229A+B+C+D+EF$229$F$17扩大系数%0.02034.190.0$土方开挖（外弃5km）$20.34$扩大系数$229A+B+C+D+E+FG$229$G$18工程单价元0.00.02034.0$土方开挖（外弃5km）$20.34$工程单价$229A+B+C+D+E+F+G+H+I+J+KZ$229$Z$1综合单价元/m320.34$土方开挖（外弃5km）$20.34$100.0$单价行$229附件表八建筑工程单价表单价编号62项目名称抛石回填定额编号Y30016定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.07918.35$抛石回填$133.95$直接费$226A1+A2A$226$A$31.1基本直接费元0.00.07763.09$抛石回填$133.95$基本直接费$226A11+A12+A13A1$226$A1$31.1.1人工费元0.00.0142.15$抛石回填$133.95$人工费$226[人工费]A11$226$A11$3(1)技工工日0.03120.03.6120.00.0$900010$120$A$226$A$2263198666(2)普工工日1.6385.0138.5585.00.0$900020$85$A$226$A$22631986671.1.2材料费元0.00.07282.1$抛石回填$133.95$材料费$226[材料费]A12$226$A12$3(1)毛石m3103.070.07210.099.53170.0$901190$99.531$B$226$B$2263198668(2)其他材料费%1.07210.072.17210.00.0$ST0999$7210$B$226$B$22631986711.1.3机械使用费元0.00.0338.84$抛石回填$133.95$机械使用费$226[机械费]A13$226$A13$3(1)挖掘机 1.0m3台班0.26903.44234.891166.425903.44$1005$1166.425$C$226$C$226J3198669(2)推土机 88kW台班0.13799.65103.951022.04799.65$1024$1022.04$C$226$C$226J31986701.2其他直接费%2.07763.09155.26$抛石回填$133.95$其他直接费$226A1A2$226$A2$32间接费%8.07918.35633.47$抛石回填$133.95$间接费$226AB$226$B$33利润%7.08551.82598.63$抛石回填$133.95$利润$226A+BC$226$C$34主材价差元0.00.03138.98$抛石回填$133.95$主材价差$226[材料价差]D$226$D$3(1)柴油kg27.563.5397.297.033.5$480100002$7.03$J$226$J$226[UsysHLCJ.cl_bcp]3198673(2)毛石m3103.029.5313041.6999.53170.0$901190$99.531$J$226$J$226[UsysHLCJ.cl_bcp]31986725未计价装置性材料费元0.00.00.0$抛石回填$133.95$未计价装置性材料费$226[主材费]E$226$E$36税金%9.012289.431106.05$抛石回填$133.95$税金$226A+B+C+D+EF$226$F$37扩大系数%0.013395.480.0$抛石回填$133.95$扩大系数$226A+B+C+D+E+FG$226$G$38工程单价元0.00.013395.0$抛石回填$133.95$工程单价$226A+B+C+D+E+F+G+H+I+J+KZ$226$Z$3综合单价元/m3133.95$抛石回填$133.95$100.0$单价行$226附件表八建筑工程单价表单价编号63项目名称C25钢筋砼闸室定额编号Y40078+Y40296×1.030+Y40323×1.030定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.028940.15$C25钢筋砼闸室$489.33$直接费$220A1+A2A$220$A$51.1基本直接费元0.00.028372.7$C25钢筋砼闸室$489.33$基本直接费$220A11+A12+A13A1$220$A1$51.1.1人工费元0.00.07101.14$C25钢筋砼闸室$489.33$人工费$220[人工费]A11$220$A11$5(1)技工工日34.6956120.04163.47120.00.0$900010$120$A$220$A$2203198674(2)普工工日34.560885.02937.6785.00.0$900020$85$A$220$A$22031986751.1.2材料费元0.00.019900.77$C25钢筋砼闸室$489.33$材料费$220[材料费]A12$220$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$220$B$220P3198676(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$220$B$2203198684(3)水m345.03.11139.953.110.0$403100218$3.11$B$220$B$2203198677(4)其他材料费元98.536851.098.541.00.0$ST0999$1$B$220$B$22031986801.1.3机械使用费元0.00.01370.79$C25钢筋砼闸室$489.33$机械使用费$220[机械费]A13$220$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$220$C$220J3198682(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$220$C$220J3198683(3)振动器 1.1kW台班4.5810.69248.9710.69210.692$2037$10.692$C$220$C$220J3198678(4)风水枪台班2.94216.734637.2216.734216.734$2067$216.734$C$220$C$220J3198679(5)其他机械费元68.6171.068.621.00.0$ST9999$1$C$220$C$22031986811.2其他直接费%2.028372.7567.45$C25钢筋砼闸室$489.33$其他直接费$220A1A2$220$A2$52间接费%11.028940.153183.42$C25钢筋砼闸室$489.33$间接费$220AB$220$B$53利润%7.032123.572248.65$C25钢筋砼闸室$489.33$利润$220A+BC$220$C$54主材价差元0.00.010520.26$C25钢筋砼闸室$489.33$主材价差$220[材料价差]D$220$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$220$J$220[UsysHLCJ.cl_bcp]3198685(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$220$J$220[UsysHLCJ.cl_bcp]3198687(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$220$J$220[UsysHLCJ.cl_bcp]31986865未计价装置性材料费元0.00.00.0$C25钢筋砼闸室$489.33$未计价装置性材料费$220[主材费]E$220$E$56税金%9.044892.484040.32$C25钢筋砼闸室$489.33$税金$220A+B+C+D+EF$220$F$57扩大系数%0.048932.80.0$C25钢筋砼闸室$489.33$扩大系数$220A+B+C+D+E+FG$220$G$58工程单价元0.00.048933.0$C25钢筋砼闸室$489.33$工程单价$220A+B+C+D+E+F+G+H+I+J+KZ$220$Z$5综合单价元/m3489.33$C25钢筋砼闸室$489.33$100.0$单价行$220附件表八建筑工程单价表单价编号64项目名称C20埋石砼消力台阶（埋石率20%）定额编号Y40057T+Y40296×1.030×0.8+Y40323×1.030×0.8定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.027112.43$C20埋石砼消力台阶（埋石率20%）$452.75$直接费$198A1+A2A$198$A$51.1基本直接费元0.00.026580.81$C20埋石砼消力台阶（埋石率20%）$452.75$基本直接费$198A11+A12+A13A1$198$A1$51.1.1人工费元0.00.07200.81$C20埋石砼消力台阶（埋石率20%）$452.75$人工费$198[人工费]A11$198$A11$5(1)技工工日32.17448120.03860.94120.00.0$900010$120$A$198$A$1983198688(2)普工工日39.2926485.03339.8785.00.0$900020$85$A$198$A$19831986891.1.2材料费元0.00.018174.03$C20埋石砼消力台阶（埋石率20%）$452.75$材料费$198[材料费]A12$198$A12$5(1)毛石m334.81470.02436.9899.53170.0$901190$99.531$B$198$B$1983198690(2)零星材料费元75.8811711.075.881.00.0$ST0998$1$B$198$B$1983198699(3)纯混凝土 C20 水泥42.5 2级配 机制砂 碎石≤4cmm382.4183.35915108.78284.178183.359$018-5$284.178$B$198$B$198P3198691(4)水m3120.03.11373.23.110.0$403100218$3.11$B$198$B$1983198692(5)其他材料费元179.18961.0179.191.00.0$ST0999$1$B$198$B$19831986951.1.3机械使用费元0.00.01205.97$C20埋石砼消力台阶（埋石率20%）$452.75$机械使用费$198[机械费]A13$198$A13$5(1)搅拌机 0.4m3台班2.20832187.726414.56187.726187.726$2004$187.726$C$198$C$198J3198697(2)胶轮车台班16.471764.7578.244.754.75$3045$4.75$C$198$C$198J3198698(3)振动器（插入式） 1.1kW台班7.0310.69275.1610.69210.692$2037$10.692$C$198$C$198J3198693(4)风（砂）水枪 6m3/min台班2.7216.734585.18216.734216.734$2067$216.734$C$198$C$198J3198694(5)其他机械费元52.82721.052.831.00.0$ST9999$1$C$198$C$19831986961.2其他直接费%2.026580.81531.62$C20埋石砼消力台阶（埋石率20%）$452.75$其他直接费$198A1A2$198$A2$52间接费%11.027112.432982.37$C20埋石砼消力台阶（埋石率20%）$452.75$间接费$198AB$198$B$53利润%7.030094.82106.64$C20埋石砼消力台阶（埋石率20%）$452.75$利润$198A+BC$198$C$54主材价差元0.00.09335.58$C20埋石砼消力台阶（埋石率20%）$452.75$主材价差$198[材料价差]D$198$D$5(1)水泥42.5kg24052.23040.0882116.60.3880.3$400100002$0.388$J$198$J$198[UsysHLCJ.cl_bcp]3198701(2)碎石 ≤4cmm365.054859.3923863.73129.39270.0$400500147$129.392$J$198$J$198[UsysHLCJ.cl_bcp]3198703(3)毛石m334.81429.5311028.0999.53170.0$901190$99.531$J$198$J$198[UsysHLCJ.cl_bcp]3198700(4)机制砂（用于混凝土、砂浆）m347.0751249.4352327.16119.43570.0$B02972499$119.435$J$198$J$198[UsysHLCJ.cl_bcp]31987025未计价装置性材料费元0.00.00.0$C20埋石砼消力台阶（埋石率20%）$452.75$未计价装置性材料费$198[主材费]E$198$E$56税金%9.041537.023738.33$C20埋石砼消力台阶（埋石率20%）$452.75$税金$198A+B+C+D+EF$198$F$57扩大系数%0.045275.350.0$C20埋石砼消力台阶（埋石率20%）$452.75$扩大系数$198A+B+C+D+E+FG$198$G$58工程单价元0.00.045275.0$C20埋石砼消力台阶（埋石率20%）$452.75$工程单价$198A+B+C+D+E+F+G+H+I+J+KZ$198$Z$5综合单价元/m3452.75$C20埋石砼消力台阶（埋石率20%）$452.75$100.0$单价行$198附件表八建筑工程单价表单价编号65项目名称胶合木模板定额编号Y50122+Y50123×8定额单位100m20.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.06747.36$胶合木模板$85.95$直接费$212A1+A2A$212$A$41.1基本直接费元0.00.06615.06$胶合木模板$85.95$基本直接费$212A11+A12+A13A1$212$A1$41.1.1人工费元0.00.04335.85$胶合木模板$85.95$人工费$212[人工费]A11$212$A11$4(1)技工工日30.6120.03672.0120.00.0$900010$120$A$212$A$2123198704(2)普工工日7.8185.0663.8585.00.0$900020$85$A$212$A$21231987051.1.2材料费元0.00.01302.13$胶合木模板$85.95$材料费$212[材料费]A12$212$A12$4(1)胶合模板（18mm）m221.2524.9529.1324.90.0$906210$24.9$B$212$B$2123198706(2)铁件kg18.663.62867.73.6280.0$904190$3.628$B$212$B$2123198707(3)铁丝kg60.482.89174.792.890.0$904410$2.89$B$212$B$2123198714(4)铁钉kg5.49.9353.629.930.0$904170$9.93$B$212$B$2123198708(5)锯材m30.351289.6451.361289.60.0$900580$1289.6$B$212$B$2123198709(6)其他材料费元25.53261.025.531.00.0$ST0999$1$B$212$B$21231987121.1.3机械使用费元0.00.0977.08$胶合木模板$85.95$机械使用费$212[机械费]A13$212$A13$4(1)汽车起重机 5t台班1.76427.7752.75537.842427.7$4045$537.842$C$212$C$212J3198715(2)圆盘锯台班0.39276.805107.95276.805276.805$8124$276.805$C$212$C$212J3198710(3)载重汽车 5t台班0.28381.1106.71517.828381.1$3004$517.828$C$212$C$212J3198711(4)其他机械费元9.67381.09.671.00.0$ST9999$1$C$212$C$21231987131.2其他直接费%2.06615.06132.3$胶合木模板$85.95$其他直接费$212A1A2$212$A2$42间接费%6.06747.36404.84$胶合木模板$85.95$间接费$212AB$212$B$43利润%7.07152.2500.65$胶合木模板$85.95$利润$212A+BC$212$C$44主材价差元0.00.0232.13$胶合木模板$85.95$主材价差$212[材料价差]D$212$D$4(1)汽油kg55.0084.22232.138.724.5$480100028$8.72$J$212$J$212[UsysHLCJ.cl_bcp]31987165未计价装置性材料费元0.00.00.0$胶合木模板$85.95$未计价装置性材料费$212[主材费]E$212$E$46税金%9.07884.98709.65$胶合木模板$85.95$税金$212A+B+C+D+EF$212$F$47扩大系数%0.08594.630.0$胶合木模板$85.95$扩大系数$212A+B+C+D+E+FG$212$G$48工程单价元0.00.08595.0$胶合木模板$85.95$工程单价$212A+B+C+D+E+F+G+H+I+J+KZ$212$Z$4综合单价元/m285.95$胶合木模板$85.95$100.0$单价行$212附件表八建筑工程单价表单价编号66项目名称筑土围堰填筑及拆除（利用开挖土）定额编号Y30168+Y10305定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.01530.93$筑土围堰填筑及拆除（利用开挖土）$20.83$直接费$613A1+A2A$613$A$31.1基本直接费元0.00.01500.91$筑土围堰填筑及拆除（利用开挖土）$20.83$基本直接费$613A11+A12+A13A1$613$A1$31.1.1人工费元0.00.0351.05$筑土围堰填筑及拆除（利用开挖土）$20.83$人工费$613[人工费]A11$613$A11$3(1)技工工日0.17120.020.4120.00.0$900010$120$A$613$A$6133199300(2)普工工日3.8985.0330.6585.00.0$900020$85$A$613$A$61331993011.1.2材料费元0.00.034.76$筑土围堰填筑及拆除（利用开挖土）$20.83$材料费$613[材料费]A12$613$A12$3(1)零星材料费元34.7561.034.761.00.0$ST0998$1$B$613$B$61331993041.1.3机械使用费元0.00.01115.1$筑土围堰填筑及拆除（利用开挖土）$20.83$机械使用费$613[机械费]A13$613$A13$3(1)挖掘机 1.0m3台班0.54903.44487.861166.425903.44$1005$1166.425$C$613$C$613J3199302(2)蛙式夯实机 2.8kW台班2.45256.015627.24256.015256.015$1053$256.015$C$613$C$613J31993031.2其他直接费%2.01500.9130.02$筑土围堰填筑及拆除（利用开挖土）$20.83$其他直接费$613A1A2$613$A2$32间接费%8.01530.93122.47$筑土围堰填筑及拆除（利用开挖土）$20.83$间接费$613AB$613$B$33利润%7.01653.4115.74$筑土围堰填筑及拆除（利用开挖土）$20.83$利润$613A+BC$613$C$34主材价差元0.00.0142.01$筑土围堰填筑及拆除（利用开挖土）$20.83$主材价差$613[材料价差]D$613$D$3(1)柴油kg40.233.53142.017.033.5$480100002$7.03$J$613$J$613[UsysHLCJ.cl_bcp]31993055未计价装置性材料费元0.00.00.0$筑土围堰填筑及拆除（利用开挖土）$20.83$未计价装置性材料费$613[主材费]E$613$E$36税金%9.01911.15172.0$筑土围堰填筑及拆除（利用开挖土）$20.83$税金$613A+B+C+D+EF$613$F$37扩大系数%0.02083.150.0$筑土围堰填筑及拆除（利用开挖土）$20.83$扩大系数$613A+B+C+D+E+FG$613$G$38工程单价元0.00.02083.0$筑土围堰填筑及拆除（利用开挖土）$20.83$工程单价$613A+B+C+D+E+F+G+H+I+J+KZ$613$Z$3综合单价元/m320.83$筑土围堰填筑及拆除（利用开挖土）$20.83$100.0$单价行$613附件表八建筑工程单价表单价编号67项目名称袋装土围堰填筑及拆除（利用开挖土）定额编号Y90001+Y10305定额单位100m30.0工作内容:编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.06523.38$袋装土围堰填筑及拆除（利用开挖土）$81.11$直接费$616A1+A2A$616$A$101.1基本直接费元0.00.06395.47$袋装土围堰填筑及拆除（利用开挖土）$81.11$基本直接费$616A11+A12+A13A1$616$A1$101.1.1人工费元0.00.05341.95$袋装土围堰填筑及拆除（利用开挖土）$81.11$人工费$616[人工费]A11$616$A11$10(1)技工工日1.23120.0147.6120.00.0$900010$120$A$616$A$6163199306(2)普工工日61.1185.05194.3585.00.0$900020$85$A$616$A$61631993071.1.2材料费元0.00.0908.97$袋装土围堰填筑及拆除（利用开挖土）$81.11$材料费$616[材料费]A12$616$A12$10(1)零星材料费元9.0551.09.061.00.0$ST0998$1$B$616$B$6163199311(2)编织袋个3300.00.27891.00.270.0$901920$0.27$B$616$B$6163199308(3)其他材料费元8.911.08.911.00.0$ST0999$1$B$616$B$61631993091.1.3机械使用费元0.00.0144.55$袋装土围堰填筑及拆除（利用开挖土）$81.11$机械使用费$616[机械费]A13$616$A13$10(1)挖掘机 1.0m3台班0.16903.44144.551166.425903.44$1005$1166.425$C$616$C$616J31993101.2其他直接费%2.06395.47127.91$袋装土围堰填筑及拆除（利用开挖土）$81.11$其他直接费$616A1A2$616$A2$102间接费%6.06523.38391.4$袋装土围堰填筑及拆除（利用开挖土）$81.11$间接费$616AB$616$B$103利润%7.06914.78484.03$袋装土围堰填筑及拆除（利用开挖土）$81.11$利润$616A+BC$616$C$104主材价差元0.00.042.08$袋装土围堰填筑及拆除（利用开挖土）$81.11$主材价差$616[材料价差]D$616$D$10(1)柴油kg11.923.5342.087.033.5$480100002$7.03$J$616$J$616[UsysHLCJ.cl_bcp]31993125未计价装置性材料费元0.00.00.0$袋装土围堰填筑及拆除（利用开挖土）$81.11$未计价装置性材料费$616[主材费]E$616$E$106税金%9.07440.89669.68$袋装土围堰填筑及拆除（利用开挖土）$81.11$税金$616A+B+C+D+EF$616$F$107扩大系数%0.08110.570.0$袋装土围堰填筑及拆除（利用开挖土）$81.11$扩大系数$616A+B+C+D+E+FG$616$G$108工程单价元0.00.08111.0$袋装土围堰填筑及拆除（利用开挖土）$81.11$工程单价$616A+B+C+D+E+F+G+H+I+J+KZ$616$Z$10综合单价元/m381.11$袋装土围堰填筑及拆除（利用开挖土）$81.11$100.0$单价行$616附件表八建筑工程单价表单价编号68项目名称土工膜定额编号Y90090定额单位100m20.0附表一建筑工程单价汇总表工程名称:漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号名称单位单价（元）其 中人工费材料费机械使用费其他直接费间接费利润主材价差未计价装置性材料费税金扩大系数临时工程摊销费其他费用摊销风险费备用11沟槽土方开挖（外弃5km）m327.573.040.4613.480.341.561.325.090.02.280.00.00.00.00.00.00.00.00.00.0$沟槽土方开挖（外弃5km）$27.57$3.043Y10070×0.05+Y10395×0.952沟槽土方开挖（就近堆放）m36.132.520.121.760.090.40.340.40.00.510.00.00.00.00.00.00.00.00.00.0$沟槽土方开挖（就近堆放）$6.13$2.521Y10070×0.05+Y10311×0.953土方回填（利用开挖土）m39.941.550.225.70.150.610.580.320.00.820.00.00.00.00.00.00.00.00.00.0$土方回填（利用开挖土）$9.94$1.555Y301724中粗砂回填m3127.321.5671.40.471.475.995.6630.250.010.510.00.00.00.00.00.00.00.00.00.0$中粗砂回填$127.32$1.569Y301795复合土工布m28.932.734.350.00.140.430.540.00.00.740.00.00.00.00.00.00.00.00.00.0$复合土工布$8.93$2.737Y90091T6碎石填充m3160.981.5671.760.471.486.025.6960.710.013.290.00.00.00.00.00.00.00.00.00.0$碎石填充$160.98$1.5612Y30177T7φ800塑料盲沟m102.997.8473.790.051.635.06.180.00.08.50.00.00.00.00.00.00.00.00.00.0$φ800塑料盲沟$102.99$7.8414404040158C20埋石砼截洪沟（埋石率20%）m3458.6582.81181.056.415.4130.3221.4293.360.037.870.00.00.00.00.00.00.00.00.00.0$C20埋石砼截洪沟（埋石率20%）$458.65$82.8116Y40075T+Y40296×1.030×0.8+Y40323×1.030×0.89C25砼跌水m3511.7284.74204.9810.976.0133.7423.83105.20.042.250.00.00.00.00.00.00.00.00.00.0$C25砼跌水$511.72$84.7423Y40092T+Y40296×1.030+Y40323×1.03010C25砼底板m3488.6474.8200.797.625.6631.7822.45105.20.040.350.00.00.00.00.00.00.00.00.00.0$C25砼底板$488.64$74.827Y40066+Y40296×1.030+Y40323×1.03011胶合木模板m227.867.4211.023.120.431.321.630.630.02.30.00.00.00.00.00.00.00.00.00.0$胶合木模板$27.86$7.4220Y50122+Y5012312人工清淤（运距200m）m3110.9284.780.770.01.717.856.660.00.09.160.00.00.00.00.00.00.00.00.00.0$人工清淤（运距200m）$110.92$84.7833Y10397+Y10400×1813C25预制钢筋砼盖板m3946.5307.0285.9129.5512.4569.8449.33114.260.078.150.00.00.00.00.00.00.00.00.00.0$C25预制钢筋砼盖板$946.5$307.036Y40154+Y40224+Y40296×1.119+Y40323×1.11914钢筋制作与安装t5074.58873.22726.52112.7874.25227.21280.98360.640.0419.00.00.00.00.00.00.00.00.00.00.0$钢筋制作与安装$5074.58$873.241Y4024615畜力转运预制盖板（运距500m）m3250.00.0250.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0$畜力转运预制盖板（运距500m）$250$0.0653BC16伸缩缝 沥青木板m2130.5622.7876.070.031.9811.097.840.00.010.780.00.00.00.00.00.00.00.00.00.0$伸缩缝 沥青木板$130.56$22.7843Y4027617畜力转运板枋材（运距500m）m3116.1791.121.010.01.845.646.970.00.09.590.00.00.00.00.00.00.00.00.00.0$畜力转运板枋材（运距500m）$116.17$91.12495Y90125+Y90131×818M10砂浆抹面 厚100mmm258.2521.6116.540.40.773.152.977.990.04.810.00.00.00.00.00.00.00.00.00.0$M10砂浆抹面 厚100mm$58.25$21.61488Y30136+Y30139×819畜力转运水泥砂浆（运距500m）m3124.710.0124.710.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0$畜力转运水泥砂浆（运距500m）$124.71$0.0659BC20C25砼路面 厚15cmm283.6919.3829.763.091.043.23.9516.360.06.910.00.00.00.00.00.00.00.00.00.0$C25砼路面 厚15cm$83.69$19.3847Y9003021畜力转运混凝土（运距500m）m3124.820.0124.820.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0$畜力转运混凝土（运距500m）$124.82$0.0785BC22畜力转运锯材（运距500m）m3116.1791.121.010.01.845.646.970.00.09.590.00.00.00.00.00.00.00.00.00.0$畜力转运锯材（运距500m）$116.17$91.12462Y90125+Y90131×8235%水泥碎石稳定层 厚5cmm219.420.729.322.00.240.740.913.890.01.60.00.00.00.00.00.00.00.00.00.0$5%水泥碎石稳定层 厚5cm$19.42$0.7245Y90023T24畜力转运水泥（运距500m）t83.9866.050.550.01.334.085.040.00.06.930.00.00.00.00.00.00.00.00.00.0$畜力转运水泥（运距500m）$83.98$66.05460Y90126+Y90132×225畜力转运砂（运距500m）m394.6973.871.230.01.54.65.680.00.07.820.00.00.00.00.00.00.00.00.00.0$畜力转运砂（运距500m）$94.69$73.87454Y90123+Y90129×226畜力转运碎石（运距500m）m3103.0880.411.330.01.635.06.190.00.08.510.00.00.00.00.00.00.00.00.00.0$畜力转运碎石（运距500m）$103.08$80.41781Y90124+Y90130×227锯缝机锯缝 (缝深 5cm)m5.362.341.660.250.090.260.320.00.00.440.00.00.00.00.00.00.00.00.00.0$锯缝机锯缝 (缝深 5cm)$5.36$2.34494020304728SBS改性沥青填缝m2125.4430.0569.420.01.996.097.530.00.010.360.00.00.00.00.00.00.00.00.00.0$SBS改性沥青填缝$125.44$30.05524020304429现状水闸拆除m321.957.850.457.050.311.251.182.050.01.810.00.00.00.00.00.00.00.00.00.0$现状水闸拆除$21.95$7.8557Y3019030畜力转运拆除物（运距500m）m3155.17121.721.330.02.467.539.310.00.012.810.00.00.00.00.00.00.00.00.00.0$畜力转运拆除物（运距500m）$155.17$121.72739Y90124+Y90130×831拆除物外弃（运距5km）m339.081.960.4721.390.482.671.896.990.03.230.00.00.00.00.00.00.00.00.00.0$拆除物外弃（运距5km）$39.08$1.9659Y2048532土方开挖（就近堆放）m33.330.770.091.370.040.210.170.40.00.280.00.00.00.00.00.00.00.00.00.0$土方开挖（就近堆放）$3.33$0.7761Y10027×0.05+Y10305×0.9533C25钢筋砼桥板m3512.7683.75206.8210.916.0333.8323.89105.20.042.340.00.00.00.00.00.00.00.00.00.0$C25钢筋砼桥板$512.76$83.7569Y40108T+Y40296×1.03+Y40323×1.0334C25钢筋砼启闭柱m3502.3175.2205.712.665.8732.9423.27105.20.041.480.00.00.00.00.00.00.00.00.00.0$C25钢筋砼启闭柱$502.31$75.273Y40115+Y40296×1.03+Y40323×1.0335C25钢筋砼启闭梁m3504.4378.88209.676.615.933.1223.39105.20.041.650.00.00.00.00.00.00.00.00.00.0$C25钢筋砼启闭梁$504.43$78.8877Y40112+Y40296×1.03+Y40323×1.0336C20埋石砼消力池（埋石率20%）m3454.5173.19181.8212.135.3429.9721.1793.360.037.530.00.00.00.00.00.00.00.00.00.0$C20埋石砼消力池（埋石率20%）$454.51$73.1992Y40057T+Y40296×1.030×0.8+Y40323×1.0337畜力转运石料（运距500m）m3155.17121.721.330.02.467.539.310.00.012.810.00.00.00.00.00.00.00.00.00.0$畜力转运石料（运距500m）$155.17$121.72668Y90124+Y90130×838畜力转运钢筋（运距500m）t154.3121.720.650.02.457.499.260.00.012.740.00.00.00.00.00.00.00.00.00.0$畜力转运钢筋（运距500m）$154.3$121.72670Y90127+Y90133×839畜力转运模板（运距500m）m3116.1791.121.010.01.845.646.970.00.09.590.00.00.00.00.00.00.00.00.00.0$畜力转运模板（运距500m）$116.17$91.12672Y90125+Y90131×840混凝土凿毛m229.4421.231.060.00.452.51.770.00.02.430.00.00.00.00.00.00.00.00.00.0$混凝土凿毛$29.44$21.2399Y4023441橡胶止水m52.0316.1923.210.00.794.423.120.00.04.30.00.00.00.00.00.00.00.00.00.0$橡胶止水$52.03$16.19101Y4025042C25钢筋砼闸底板m3488.6474.8200.797.625.6631.7822.45105.20.040.350.00.00.00.00.00.00.00.00.00.0$C25钢筋砼闸底板$488.64$74.8236Y40066+Y40296×1.030+Y40323×1.03043C25钢筋砼闸墩m3493.0573.66202.7610.135.7332.1522.71105.20.040.710.00.00.00.00.00.00.00.00.00.0$C25钢筋砼闸墩$493.05$73.66240Y40088+Y40296×1.030+Y40323×1.03044C25钢筋砼胸墙m3530.2997.05205.6112.096.2935.3124.94105.20.043.790.00.00.00.00.00.00.00.00.00.0$C25钢筋砼胸墙$530.29$97.05247Y40091T+Y40296×1.030+Y40323×1.03045C25钢筋砼顶板m3490.9269.69203.3911.855.731.9722.58105.20.040.530.00.00.00.00.00.00.00.00.00.0$C25钢筋砼顶板$490.92$69.69252Y40098+Y40296×1.030+Y40323×1.03046C25钢筋砼立柱m3502.3175.2205.712.665.8732.9423.27105.20.041.480.00.00.00.00.00.00.00.00.00.0$C25钢筋砼立柱$502.31$75.2529Y40115+Y40296×1.030+Y40323×1.03047C25钢筋砼启闭机墩m3493.0573.66202.7610.135.7332.1522.71105.20.040.710.00.00.00.00.00.00.00.00.00.0$C25钢筋砼启闭机墩$493.05$73.66591Y40088+Y40296×1.030+Y40323×1.03048M5浆砌砖墙m3512.19103.39278.012.467.6831.3229.617.440.042.290.00.00.00.00.00.00.00.00.00.0$M5浆砌砖墙$512.19$103.39533Y3013249C25钢筋砼过梁m3504.4378.88209.676.615.933.1223.39105.20.041.650.00.00.00.00.00.00.00.00.00.0$C25钢筋砼过梁$504.43$78.88580Y40112+Y40296×1.030+Y40323×1.03050C25钢筋砼屋面板m3490.9269.69203.3911.855.731.9722.58105.20.040.530.00.00.00.00.00.00.00.00.00.0$C25钢筋砼屋面板$490.92$69.69567Y40098+Y40296×1.030+Y40323×1.03051C25钢筋砼屋面梁m3504.4378.88209.676.615.933.1223.39105.20.041.650.00.00.00.00.00.00.00.00.00.0$C25钢筋砼屋面梁$504.43$78.88571Y40112+Y40296×1.030+Y40323×1.03052C25钢筋砼女儿墙m3546.6196.63206.2524.236.5436.725.92105.20.045.130.00.00.00.00.00.00.00.00.00.0$C25钢筋砼女儿墙$546.61$96.63575Y40090+Y40296×1.030+Y40323×1.03053水泥砂浆楼面（做法详见11J930-G2，楼1）m224.2111.755.410.480.351.081.331.810.02.00.00.00.00.00.00.00.00.00.00.0$水泥砂浆楼面（做法详见11J930-G2，楼1）$24.21$11.755591011100254水泥砂浆内墙面（做法详见11J930-H5，内墙9）m256.1933.919.250.360.872.663.291.210.04.640.00.00.00.00.00.00.00.00.00.0$水泥砂浆内墙面（做法详见11J930-H5，内墙9）$56.19$33.915551011201355聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）m293.2154.3917.610.51.454.445.491.630.07.70.00.00.00.00.00.00.00.00.00.0$聚氨酯涂料外墙面（做法详见11J930-F2，外墙1）$93.21$54.395501011200556板底抹灰顶棚（做法详见11J930-H24，顶7）m265.9342.58.810.271.033.163.90.820.05.440.00.00.00.00.00.00.00.00.00.0$板底抹灰顶棚（做法详见11J930-H24，顶7）$65.93$42.55611011300357不上人屋面（做法详见11J930-J7，屋1）m282.739.0719.551.561.23.684.556.260.06.830.00.00.00.00.00.00.00.00.00.0$不上人屋面（做法详见11J930-J7，屋1）$82.7$39.075861010909858烤漆门m2785.444.59578.00.2412.4638.1247.140.00.064.850.00.00.00.00.00.00.00.00.00.0$烤漆门$785.4$44.595421010802959铝合金推拉窗m2389.5166.02239.273.66.1818.923.380.00.032.160.00.00.00.00.00.00.00.00.00.0$铝合金推拉窗$389.51$66.025441010807160畜力转运砖（运距500m）t139.59110.080.620.02.216.778.380.00.011.530.00.00.00.00.00.00.00.00.00.0$畜力转运砖（运距500m）$139.59$110.08694Y90128+Y90134×861土方开挖（外弃5km）m320.340.980.4711.120.251.150.983.710.01.680.00.00.00.00.00.00.00.00.00.0$土方开挖（外弃5km）$20.34$0.98229Y10027×0.05+Y10325×0.9562抛石回填m3133.951.4272.823.391.556.335.9931.390.011.060.00.00.00.00.00.00.00.00.00.0$抛石回填$133.95$1.42226Y3001663C25钢筋砼闸室m3489.3371.01199.0113.715.6731.8322.49105.20.040.40.00.00.00.00.00.00.00.00.00.0$C25钢筋砼闸室$489.33$71.01220Y40078+Y40296×1.030+Y40323×1.03064C20埋石砼消力台阶（埋石率20%）m3452.7572.01181.7412.065.3229.8221.0793.360.037.380.00.00.00.00.00.00.00.00.00.0$C20埋石砼消力台阶（埋石率20%）$452.75$72.01198Y40057T+Y40296×1.030×0.8+Y40323×1.030×0.865胶合木模板m285.9543.3613.029.771.324.055.012.320.07.10.00.00.00.00.00.00.00.00.00.0$胶合木模板$85.95$43.36212Y50122+Y50123×866筑土围堰填筑及拆除（利用开挖土）m320.833.510.3511.150.31.221.161.420.01.720.00.00.00.00.00.00.00.00.00.0$筑土围堰填筑及拆除（利用开挖土）$20.83$3.51613Y30168+Y1030567袋装土围堰填筑及拆除（利用开挖土）m381.1153.429.091.451.283.914.840.420.06.70.00.00.00.00.00.00.00.00.00.0$袋装土围堰填筑及拆除（利用开挖土）$81.11$53.42616Y90001+Y1030568土工膜m29.361.635.80.00.150.450.560.00.00.770.00.00.00.00.00.00.00.00.00.0$土工膜$9.36$1.63619Y9009069DN500PVC导流管m127.414.450.090.00.2910.121.750.090.1910.520.00.00.00.00.00.00.00.00.00.0$DN500PVC导流管$127.4$14.45621Y180367010kV专线供电km100000.00.0100000.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0$10kV专线供电$100000$0.0481BC附件表八安装工程单价表单价编号1项目名称吸顶式单管荧光灯（1*36W T8三基色灯管）定额编号30414204T定额单位套0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.063.28$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$直接费$595A1+A2A$595$A$111.1基本直接费元0.00.062.04$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$基本直接费$595A11+A12+A13A1$595$A1$111.1.1人工费元0.00.014.16$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$人工费$595[人工费]A11$595$A11$11(1)定额人工费元14.011.01114.161.0110.0$000000018$1.011$A$595$A$59531987171.1.2材料费元0.00.047.88$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$材料费$595[材料费]A12$595$A12$11(1)铜接线端子20A个1.0150.320.320.320.0$510500151$0.32$B$595$B$5953198718(2)铜芯塑料绝缘电线BV-2.5m1.0691.821.951.820.0$501300079$1.82$B$595$B$5953198719(3)冲击钻头Φ6～8个0.0145.130.075.130.0$402300001$5.13$B$595$B$5953198720(4)吸顶式单管荧光灯（1*36W T8三基色灯管）套1.0144.144.5444.10.0$B09066109$44.1$B$595$B$5953198721(5)塑料胀管Φ6-8个2.20.050.110.050.0$402101279$0.05$B$595$B$5953198722(6)木螺钉φ2～4×6～65个2.080.020.040.020.0$402300072$0.02$B$595$B$5953198723(7)其他材料费%1.847.030.8547.030.0$ST0999$47.03$B$595$B$59531987241.1.3机械使用费元0.00.00.0$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$机械使用费$595[机械费]A13$595$A13$111.2其他直接费%2.062.041.24$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$其他直接费$595A1A2$595$A2$112间接费%55.014.167.79$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$间接费$595A11B$595$B$113利润%7.071.074.97$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$利润$595A+BC$595$C$114主材价差元0.00.00.0$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$主材价差$595[材料价差]D$595$D$115未计价装置性材料费元0.00.00.0$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$未计价装置性材料费$595[主材费]E$595$E$116税金%9.076.046.84$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$税金$595A+B+C+D+EF$595$F$117扩大系数%0.082.880.0$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$扩大系数$595A+B+C+D+E+FG$595$G$118工程单价元0.00.082.88$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$工程单价$595A+B+C+D+E+F+G+H+I+J+KZ$595$Z$11综合单价元/套82.88$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$1.0$单价行$595附件表八安装工程单价表单价编号2项目名称三联开关 10A定额编号30414284T定额单位套0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.022.95$三联开关 10A$30.5$直接费$603A1+A2A$603$A$111.1基本直接费元0.00.022.5$三联开关 10A$30.5$基本直接费$603A11+A12+A13A1$603$A1$111.1.1人工费元0.00.05.81$三联开关 10A$30.5$人工费$603[人工费]A11$603$A11$11(1)定额人工费元5.751.0115.811.0110.0$000000018$1.011$A$603$A$60331987251.1.2材料费元0.00.016.69$三联开关 10A$30.5$材料费$603[材料费]A12$603$A12$11(1)半圆头镀锌螺栓m2-5×15-50个2.080.390.810.390.0$452101269$0.39$B$603$B$6033198726(2)三联开关 10A个1.0214.4614.7514.460.0$B01160040$14.46$B$603$B$6033198727(3)铜芯塑料绝缘电线BV-2.5m0.4581.820.831.820.0$501300079$1.82$B$603$B$6033198728(4)其他材料费%1.816.390.316.390.0$ST0999$16.39$B$603$B$60331987291.1.3机械使用费元0.00.00.0$三联开关 10A$30.5$机械使用费$603[机械费]A13$603$A13$111.2其他直接费%2.022.50.45$三联开关 10A$30.5$其他直接费$603A1A2$603$A2$112间接费%55.05.813.2$三联开关 10A$30.5$间接费$603A11B$603$B$113利润%7.026.151.83$三联开关 10A$30.5$利润$603A+BC$603$C$114主材价差元0.00.00.0$三联开关 10A$30.5$主材价差$603[材料价差]D$603$D$115未计价装置性材料费元0.00.00.0$三联开关 10A$30.5$未计价装置性材料费$603[主材费]E$603$E$116税金%9.027.982.52$三联开关 10A$30.5$税金$603A+B+C+D+EF$603$F$117扩大系数%0.030.50.0$三联开关 10A$30.5$扩大系数$603A+B+C+D+E+FG$603$G$118工程单价元0.00.030.5$三联开关 10A$30.5$工程单价$603A+B+C+D+E+F+G+H+I+J+KZ$603$Z$11综合单价元/套30.5$三联开关 10A$30.5$1.0$单价行$603附件表八安装工程单价表单价编号3项目名称安全插座 16A/单相三线定额编号30414306T定额单位套0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.022.47$安全插座 16A/单相三线$30.06$直接费$599A1+A2A$599$A$111.1基本直接费元0.00.022.03$安全插座 16A/单相三线$30.06$基本直接费$599A11+A12+A13A1$599$A1$111.1.1人工费元0.00.06.02$安全插座 16A/单相三线$30.06$人工费$599[人工费]A11$599$A11$11(1)定额人工费元5.951.0116.021.0110.0$000000018$1.011$A$599$A$59931987301.1.2材料费元0.00.016.01$安全插座 16A/单相三线$30.06$材料费$599[材料费]A12$599$A12$11(1)半圆头镀锌螺栓m2-5×15-50个2.080.390.810.390.0$452101269$0.39$B$599$B$5993198731(2)安全插座 16A/单相三线套1.0213.3513.6213.350.0$B06058602$13.35$B$599$B$5993198732(3)铜芯塑料绝缘电线BV-6m0.3054.271.34.270.0$501300074$4.27$B$599$B$5993198733(4)其他材料费%1.815.730.2815.730.0$ST0999$15.73$B$599$B$59931987341.1.3机械使用费元0.00.00.0$安全插座 16A/单相三线$30.06$机械使用费$599[机械费]A13$599$A13$111.2其他直接费%2.022.030.44$安全插座 16A/单相三线$30.06$其他直接费$599A1A2$599$A2$112间接费%55.06.023.31$安全插座 16A/单相三线$30.06$间接费$599A11B$599$B$113利润%7.025.781.8$安全插座 16A/单相三线$30.06$利润$599A+BC$599$C$114主材价差元0.00.00.0$安全插座 16A/单相三线$30.06$主材价差$599[材料价差]D$599$D$115未计价装置性材料费元0.00.00.0$安全插座 16A/单相三线$30.06$未计价装置性材料费$599[主材费]E$599$E$116税金%9.027.582.48$安全插座 16A/单相三线$30.06$税金$599A+B+C+D+EF$599$F$117扩大系数%0.030.060.0$安全插座 16A/单相三线$30.06$扩大系数$599A+B+C+D+E+FG$599$G$118工程单价元0.00.030.06$安全插座 16A/单相三线$30.06$工程单价$599A+B+C+D+E+F+G+H+I+J+KZ$599$Z$11综合单价元/套30.06$安全插座 16A/单相三线$30.06$1.0$单价行$599附件表八安装工程单价表单价编号4项目名称安全插座 10A/单相三线+单相二线定额编号30414306T定额单位套0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.022.39$安全插座 10A/单相三线+单相二线$29.98$直接费$601A1+A2A$601$A$111.1基本直接费元0.00.021.95$安全插座 10A/单相三线+单相二线$29.98$基本直接费$601A11+A12+A13A1$601$A1$111.1.1人工费元0.00.06.02$安全插座 10A/单相三线+单相二线$29.98$人工费$601[人工费]A11$601$A11$11(1)定额人工费元5.951.0116.021.0110.0$000000018$1.011$A$601$A$60131987351.1.2材料费元0.00.015.93$安全插座 10A/单相三线+单相二线$29.98$材料费$601[材料费]A12$601$A12$11(1)半圆头镀锌螺栓m2-5×15-50个2.080.390.810.390.0$452101269$0.39$B$601$B$6013198736(2)安全插座 10A/单相三线+单相二线套1.0213.2713.5413.270.0$B02019190$13.27$B$601$B$6013198737(3)铜芯塑料绝缘电线BV-6m0.3054.271.34.270.0$501300074$4.27$B$601$B$6013198738(4)其他材料费%1.815.650.2815.650.0$ST0999$15.65$B$601$B$60131987391.1.3机械使用费元0.00.00.0$安全插座 10A/单相三线+单相二线$29.98$机械使用费$601[机械费]A13$601$A13$111.2其他直接费%2.021.950.44$安全插座 10A/单相三线+单相二线$29.98$其他直接费$601A1A2$601$A2$112间接费%55.06.023.31$安全插座 10A/单相三线+单相二线$29.98$间接费$601A11B$601$B$113利润%7.025.71.8$安全插座 10A/单相三线+单相二线$29.98$利润$601A+BC$601$C$114主材价差元0.00.00.0$安全插座 10A/单相三线+单相二线$29.98$主材价差$601[材料价差]D$601$D$115未计价装置性材料费元0.00.00.0$安全插座 10A/单相三线+单相二线$29.98$未计价装置性材料费$601[主材费]E$601$E$116税金%9.027.52.48$安全插座 10A/单相三线+单相二线$29.98$税金$601A+B+C+D+EF$601$F$117扩大系数%0.029.980.0$安全插座 10A/单相三线+单相二线$29.98$扩大系数$601A+B+C+D+E+FG$601$G$118工程单价元0.00.029.98$安全插座 10A/单相三线+单相二线$29.98$工程单价$601A+B+C+D+E+F+G+H+I+J+KZ$601$Z$11综合单价元/套29.98$安全插座 10A/单相三线+单相二线$29.98$1.0$单价行$601附件表八安装工程单价表单价编号5项目名称配电箱定额编号30402075T定额单位台0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0402.65$配电箱$514.27$直接费$605A1+A2A$605$A$111.1基本直接费元0.00.0394.75$配电箱$514.27$基本直接费$605A11+A12+A13A1$605$A1$111.1.1人工费元0.00.069.61$配电箱$514.27$人工费$605[人工费]A11$605$A11$11(1)定额人工费元68.851.01169.611.0110.0$000000018$1.011$A$605$A$60531987401.1.2材料费元0.00.0325.14$配电箱$514.27$材料费$605[材料费]A12$605$A12$11(1)棉纱Kg0.085.220.425.220.0$402500003$5.22$B$605$B$6053198741(2)自粘性塑料带20×20000卷0.13.50.353.50.0$501300072$3.5$B$605$B$6053198742(3)塑料管综合Kg0.136.550.856.550.0$442300095$6.55$B$605$B$6053198743(4)电力复合酯Kg0.4121.478.821.470.0$480300167$21.47$B$605$B$6053198744(5)醇酸防锈漆C53-1Kg0.019.910.19.910.0$470100015$9.91$B$605$B$6053198745(6)硬铜绞线TJ-2.5～4m3.1321.685.261.680.0$500100460$1.68$B$605$B$6053198746(7)松香焊锡丝综合m0.051.170.061.170.0$402700130$1.17$B$605$B$6053198747(8)铜接线端子DT-6个2.031.332.71.330.0$510500072$1.33$B$605$B$6053198748(9)酚醛调和漆kg0.0311.970.3611.970.0$910100746$11.97$B$605$B$6053198749(10)平垫铁综合价Kg0.153.280.493.280.0$430500596$3.28$B$605$B$6053198750(11)配电箱台1.0300.0300.0300.00.0$B07728902$300$B$605$B$6053198751(12)其他材料费%1.8319.395.75319.390.0$ST0999$319.39$B$605$B$60531987521.1.3机械使用费元0.00.00.0$配电箱$514.27$机械使用费$605[机械费]A13$605$A13$111.2其他直接费%2.0394.757.9$配电箱$514.27$其他直接费$605A1A2$605$A2$112间接费%55.069.6138.29$配电箱$514.27$间接费$605A11B$605$B$113利润%7.0440.9430.87$配电箱$514.27$利润$605A+BC$605$C$114主材价差元0.00.00.0$配电箱$514.27$主材价差$605[材料价差]D$605$D$115未计价装置性材料费元0.00.00.0$配电箱$514.27$未计价装置性材料费$605[主材费]E$605$E$116税金%9.0471.8142.46$配电箱$514.27$税金$605A+B+C+D+EF$605$F$117扩大系数%0.0514.270.0$配电箱$514.27$扩大系数$605A+B+C+D+E+FG$605$G$118工程单价元0.00.0514.27$配电箱$514.27$工程单价$605A+B+C+D+E+F+G+H+I+J+KZ$605$Z$11综合单价元/台514.27$配电箱$514.27$1.0$单价行$605附件表八安装工程单价表单价编号6项目名称PC20定额编号30412201T定额单位m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.07.38$PC20$12.39$直接费$607A1+A2A$607$A$111.1基本直接费元0.00.07.24$PC20$12.39$基本直接费$607A11+A12+A13A1$607$A1$111.1.1人工费元0.00.05.79$PC20$12.39$人工费$607[人工费]A11$607$A11$11(1)定额人工费元5.731.0115.791.0110.0$000000018$1.011$A$607$A$60731987531.1.2材料费元0.00.01.45$PC20$12.39$材料费$607[材料费]A12$607$A12$11(1)金属片φ150片0.0090.980.010.980.0$403100986$0.98$B$607$B$6073198754(2)机制砂（用于混凝土、砂浆）m30.000470.00.03119.43570.0$B02972499$119.435$B$607$B$6073198755(3)碎石5～31.5mmm30.000670.00.04129.39270.0$400500142$129.392$B$607$B$6073198756(4)袋装水泥32.5kg0.1850.30.060.360.3$400100016$0.36$B$607$B$6073198757(5)粘合剂507Kg0.0017.560.017.560.0$481100015$7.56$B$607$B$6073198758(6)套接管m0.012.650.032.650.0$910101988$2.65$B$607$B$6073198759(7)钢锯条根0.010.230.00.230.0$430500057$0.23$B$607$B$6073198760(8)PC20m1.061.11.171.10.0$B05927324$1.1$B$607$B$6073198761(9)镀锌铁丝Φ2.2～1.2kg0.0088.650.078.650.0$402301160$8.65$B$607$B$6073198762(10)其他材料费%1.81.420.031.420.0$ST0999$1.42$B$607$B$60731987631.1.3机械使用费元0.00.00.0$PC20$12.39$机械使用费$607[机械费]A13$607$A13$111.2其他直接费%2.07.240.14$PC20$12.39$其他直接费$607A1A2$607$A2$112间接费%55.05.793.18$PC20$12.39$间接费$607A11B$607$B$113利润%7.010.560.74$PC20$12.39$利润$607A+BC$607$C$114主材价差元0.00.00.07$PC20$12.39$主材价差$607[材料价差]D$607$D$11(1)袋装水泥32.5kg0.1850.060.010.360.3$400100016$0.36$J$607$J$607[UsysHLCJ.cl_bcp]3198766(2)碎石5～31.5mmm30.000659.3920.04129.39270.0$400500142$129.392$J$607$J$607[UsysHLCJ.cl_bcp]3198765(3)机制砂（用于混凝土、砂浆）m30.000449.4350.02119.43570.0$B02972499$119.435$J$607$J$607[UsysHLCJ.cl_bcp]31987645未计价装置性材料费元0.00.00.0$PC20$12.39$未计价装置性材料费$607[主材费]E$607$E$116税金%9.011.371.02$PC20$12.39$税金$607A+B+C+D+EF$607$F$117扩大系数%0.012.390.0$PC20$12.39$扩大系数$607A+B+C+D+E+FG$607$G$118工程单价元0.00.012.39$PC20$12.39$工程单价$607A+B+C+D+E+F+G+H+I+J+KZ$607$Z$11综合单价元/m12.39$PC20$12.39$1.0$单价行$607附件表八安装工程单价表单价编号7项目名称BV3*2.5定额编号30413005T定额单位m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.03.17$BV3*2.5$4.23$直接费$609A1+A2A$609$A$111.1基本直接费元0.00.03.11$BV3*2.5$4.23$基本直接费$609A11+A12+A13A1$609$A1$111.1.1人工费元0.00.00.83$BV3*2.5$4.23$人工费$609[人工费]A11$609$A11$11(1)定额人工费元0.821.0110.831.0110.0$000000018$1.011$A$609$A$60931987671.1.2材料费元0.00.02.28$BV3*2.5$4.23$材料费$609[材料费]A12$609$A12$11(1)锡基钎料kg0.00242.480.0842.480.0$403101755$42.48$B$609$B$6093198768(2)BV-2.5m1.161.822.111.820.0$B00901741$1.82$B$609$B$6093198769(3)电气绝缘胶带18mm×10m×0.13mm卷0.0033.540.013.540.0$403101453$3.54$B$609$B$6093198770(4)汽油92#kg0.0056.910.036.910.0$480101012$6.91$B$609$B$6093198771(5)棉纱Kg0.0025.220.015.220.0$402500003$5.22$B$609$B$6093198772(6)其他材料费%1.82.240.042.240.0$ST0999$2.24$B$609$B$60931987731.1.3机械使用费元0.00.00.0$BV3*2.5$4.23$机械使用费$609[机械费]A13$609$A13$111.2其他直接费%2.03.110.06$BV3*2.5$4.23$其他直接费$609A1A2$609$A2$112间接费%55.00.830.46$BV3*2.5$4.23$间接费$609A11B$609$B$113利润%7.03.630.25$BV3*2.5$4.23$利润$609A+BC$609$C$114主材价差元0.00.00.0$BV3*2.5$4.23$主材价差$609[材料价差]D$609$D$115未计价装置性材料费元0.00.00.0$BV3*2.5$4.23$未计价装置性材料费$609[主材费]E$609$E$116税金%9.03.880.35$BV3*2.5$4.23$税金$609A+B+C+D+EF$609$F$117扩大系数%0.04.230.0$BV3*2.5$4.23$扩大系数$609A+B+C+D+E+FG$609$G$118工程单价元0.00.04.23$BV3*2.5$4.23$工程单价$609A+B+C+D+E+F+G+H+I+J+KZ$609$Z$11综合单价元/m4.23$BV3*2.5$4.23$1.0$单价行$609附件表八安装工程单价表单价编号8项目名称BV3*4定额编号30413006T定额单位m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.04.05$BV3*4$5.07$直接费$611A1+A2A$611$A$111.1基本直接费元0.00.03.97$BV3*4$5.07$基本直接费$611A11+A12+A13A1$611$A1$111.1.1人工费元0.00.00.55$BV3*4$5.07$人工费$611[人工费]A11$611$A11$11(1)定额人工费元0.541.0110.551.0110.0$000000018$1.011$A$611$A$61131987741.1.2材料费元0.00.03.42$BV3*4$5.07$材料费$611[材料费]A12$611$A12$11(1)汽油92#kg0.0056.910.036.910.0$480101012$6.91$B$611$B$6113198775(2)电气绝缘胶带18mm×10m×0.13mm卷0.0023.540.013.540.0$403101453$3.54$B$611$B$6113198776(3)锡基钎料kg0.00242.480.0842.480.0$403101755$42.48$B$611$B$6113198777(4)BV-4m1.12.943.232.940.0$B03559378$2.94$B$611$B$6113198778(5)棉纱Kg0.0025.220.015.220.0$402500003$5.22$B$611$B$6113198779(6)其他材料费%1.83.360.063.360.0$ST0999$3.36$B$611$B$61131987801.1.3机械使用费元0.00.00.0$BV3*4$5.07$机械使用费$611[机械费]A13$611$A13$111.2其他直接费%2.03.970.08$BV3*4$5.07$其他直接费$611A1A2$611$A2$112间接费%55.00.550.3$BV3*4$5.07$间接费$611A11B$611$B$113利润%7.04.350.3$BV3*4$5.07$利润$611A+BC$611$C$114主材价差元0.00.00.0$BV3*4$5.07$主材价差$611[材料价差]D$611$D$115未计价装置性材料费元0.00.00.0$BV3*4$5.07$未计价装置性材料费$611[主材费]E$611$E$116税金%9.04.650.42$BV3*4$5.07$税金$611A+B+C+D+EF$611$F$117扩大系数%0.05.070.0$BV3*4$5.07$扩大系数$611A+B+C+D+E+FG$611$G$118工程单价元0.00.05.07$BV3*4$5.07$工程单价$611A+B+C+D+E+F+G+H+I+J+KZ$611$Z$11综合单价元/m5.07$BV3*4$5.07$1.0$单价行$611附件表八安装工程单价表单价编号9项目名称拆除现状启闭机、闸门（外弃5km）定额编号BC002定额单位项0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.01000.0$拆除现状启闭机、闸门（外弃5km）$1000$直接费$341A1+A2A$341$A$151.1基本直接费元0.00.01000.0$拆除现状启闭机、闸门（外弃5km）$1000$基本直接费$341A11+A12+A13A1$341$A1$151.1.1人工费元0.00.00.0$拆除现状启闭机、闸门（外弃5km）$1000$人工费$341[人工费]A11$341$A11$151.1.2材料费元0.00.01000.0$拆除现状启闭机、闸门（外弃5km）$1000$材料费$341[材料费]A12$341$A12$15(1)拆除现状启闭机、闸门（外弃5km）项1.01000.01000.01000.00.0$BC002$1000$B$341$B$34116981.1.3机械使用费元0.00.00.0$拆除现状启闭机、闸门（外弃5km）$1000$机械使用费$341[机械费]A13$341$A13$151.2其他直接费%0.01000.00.0$拆除现状启闭机、闸门（外弃5km）$1000$其他直接费$341A1A2$341$A2$152间接费%0.01000.00.0$拆除现状启闭机、闸门（外弃5km）$1000$间接费$341AB$341$B$153利润%0.01000.00.0$拆除现状启闭机、闸门（外弃5km）$1000$利润$341A+BC$341$C$154主材价差元0.00.00.0$拆除现状启闭机、闸门（外弃5km）$1000$主材价差$341[材料价差]D$341$D$155未计价装置性材料费元0.00.00.0$拆除现状启闭机、闸门（外弃5km）$1000$未计价装置性材料费$341[主材费]E$341$E$156税金%0.01000.00.0$拆除现状启闭机、闸门（外弃5km）$1000$税金$341A+B+C+D+EF$341$F$157扩大系数%0.01000.00.0$拆除现状启闭机、闸门（外弃5km）$1000$扩大系数$341A+B+C+D+E+FG$341$G$158工程单价元0.00.01000.0$拆除现状启闭机、闸门（外弃5km）$1000$工程单价$341A+B+C+D+E+F+G+H+I+J+KZ$341$Z$15综合单价元/项1000.0$拆除现状启闭机、闸门（外弃5km）$1000$1.0$单价行$341附件表八安装工程单价表单价编号10项目名称QL-10手电两用螺杆式启闭机（螺杆长3m）定额编号Y12089定额单位台0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.02223.42$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$直接费$103A1+A2A$103$A$111.1基本直接费元0.00.02179.82$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$基本直接费$103A11+A12+A13A1$103$A1$111.1.1人工费元0.00.01806.25$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$人工费$103[人工费]A11$103$A11$11(1)技工工日12.75120.01530.0120.00.0$900010$120$A$103$A$1033198781(2)普工工日3.2585.0276.2585.00.0$900020$85$A$103$A$10331987821.1.2材料费元0.00.0216.87$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$材料费$103[材料费]A12$103$A12$11(1)钢板kg18.03.26558.773.2650.0$902280$3.265$B$103$B$1033198783(2)氧气m36.03.8723.223.870.0$904010$3.87$B$103$B$1033198784(3)乙炔气m33.027.4982.4727.490.0$904050$27.49$B$103$B$1033198785(4)电焊条kg1.04.984.984.980.0$901450$4.98$B$103$B$1033198786(5)汽油kg2.04.59.08.724.5$480100028$8.72$B$103$B$1033198787(6)油漆kg2.014.0528.114.050.0$904080$14.05$B$103$B$1033198788(7)其他材料费%5.0206.5410.33206.540.0$ST0999$206.54$B$103$B$10331987911.1.3机械使用费元0.00.0156.7$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$机械使用费$103[机械费]A13$103$A13$11(1)汽车起重机 5t台班0.3427.7128.31537.842427.7$4045$537.842$C$103$C$103J3198789(2)电焊机 (交流) 25kVA台班0.4546.5120.9346.5146.51$8078$46.51$C$103$C$103J3198790(3)其他机械费%5.0149.247.46149.240.0$ST9999$149.24$C$103$C$10331987921.2其他直接费%2.02179.8243.6$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$其他直接费$103A1A2$103$A2$112间接费%55.01806.25993.44$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$间接费$103A11B$103$B$113利润%7.03216.86225.18$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$利润$103A+BC$103$C$114主材价差元0.00.041.48$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$主材价差$103[材料价差]D$103$D$11(1)汽油kg9.834.2241.488.724.5$480100028$8.72$J$103$J$103[UsysHLCJ.cl_bcp]31987935未计价装置性材料费元0.00.00.0$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$未计价装置性材料费$103[主材费]E$103$E$116税金%9.03483.52313.52$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$税金$103A+B+C+D+EF$103$F$117扩大系数%0.03797.040.0$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$扩大系数$103A+B+C+D+E+FG$103$G$118工程单价元0.00.03797.04$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$工程单价$103A+B+C+D+E+F+G+H+I+J+KZ$103$Z$11综合单价元/台3797.04$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$1.0$单价行$103附件表八安装工程单价表单价编号11项目名称钢板闸门 2.2*1.7m定额编号Y13013T+Y13056定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.09489.7$钢板闸门 2.2*1.7m$12720.23$直接费$105A1+A2A$105$A$111.1基本直接费元0.00.09303.63$钢板闸门 2.2*1.7m$12720.23$基本直接费$105A11+A12+A13A1$105$A1$111.1.1人工费元0.00.02539.9$钢板闸门 2.2*1.7m$12720.23$人工费$105[人工费]A11$105$A11$11(1)技工工日16.59120.01990.8120.00.0$900010$120$A$105$A$1053198794(2)普工工日6.4685.0549.185.00.0$900020$85$A$105$A$10531987951.1.2材料费元0.00.04786.72$钢板闸门 2.2*1.7m$12720.23$材料费$105[材料费]A12$105$A12$11(1)钢板kg9.63.26531.343.2650.0$902280$3.265$B$105$B$1053198796(2)型钢kg5.03.09315.473.0930.0$903930$3.093$B$105$B$1053198797(3)氧气m316.83.8765.023.870.0$904010$3.87$B$105$B$1053198798(4)乙炔气m37.427.49203.4327.490.0$904050$27.49$B$105$B$1053198799(5)电焊条kg25.64.98127.494.980.0$901450$4.98$B$105$B$1053198800(6)油漆kg1.914.0526.714.050.0$904080$14.05$B$105$B$1053198813(7)黄油kg0.29.291.869.290.0$902820$9.29$B$105$B$1053198814(8)木材m30.11336.0133.61336.00.0$903720$1336$B$105$B$1053198801(9)汽油kg1.94.58.558.724.5$480100028$8.72$B$105$B$1053198815(10)电kw·h12.00.738.760.730.0$909880$0.73$B$105$B$1053198802(11)钢材kg1000.03.543540.03.540.0$902320$3.54$B$105$B$1053198803(12)棉纱头kg0.85.444.355.440.0$903540$5.44$B$105$B$1053198816(13)其他材料费元620.1471.0620.151.00.0$ST0999$1$B$105$B$10531988111.1.3机械使用费元0.00.01977.01$钢板闸门 2.2*1.7m$12720.23$机械使用费$105[机械费]A13$105$A13$11(1)门座式起重机 10/30t高架台班0.111317.8144.961317.81317.8$4006$1317.8$C$105$C$105J3198817(2)桅杆起重机 10t台班0.28433.346121.34433.346433.346$4069$433.346$C$105$C$105J3198804(3)履带起重机 10t台班0.1620.5462.05752.562620.54$4030$752.562$C$105$C$105J3198805(4)电焊机 (交流) 25kVA台班0.3446.5115.8146.5146.51$8078$46.51$C$105$C$105J3198818(5)电焊机 (交流) 50kVA台班0.32112.44235.98112.442112.442$8079$112.442$C$105$C$105J3198806(6)普通车床 φ400～600台班3.28226.11741.64226.11226.11$8112$226.11$C$105$C$105J3198807(7)单柱立式车床 Φ1250台班0.88288.761254.11288.761288.761$8123$288.761$C$105$C$105J3198808(8)龙门刨床 大型台班0.52702.26365.18702.26702.26$8121$702.26$C$105$C$105J3198809(9)剪板机 20×2500台班0.2317.5963.52317.59317.59$8104$317.59$C$105$C$105J3198810(10)其他机械费元172.42051.0172.421.00.0$ST9999$1$C$105$C$10531988121.2其他直接费%2.09303.63186.07$钢板闸门 2.2*1.7m$12720.23$其他直接费$105A1A2$105$A2$112间接费%55.02539.91396.95$钢板闸门 2.2*1.7m$12720.23$间接费$105A11B$105$B$113利润%7.010886.65762.07$钢板闸门 2.2*1.7m$12720.23$利润$105A+BC$105$C$114主材价差元0.00.021.22$钢板闸门 2.2*1.7m$12720.23$主材价差$105[材料价差]D$105$D$11(1)柴油kg3.743.5313.27.033.5$480100002$7.03$J$105$J$105[UsysHLCJ.cl_bcp]3198820(2)汽油kg1.94.228.028.724.5$480100028$8.72$J$105$J$105[UsysHLCJ.cl_bcp]31988195未计价装置性材料费元0.00.00.0$钢板闸门 2.2*1.7m$12720.23$未计价装置性材料费$105[主材费]E$105$E$116税金%9.011669.941050.29$钢板闸门 2.2*1.7m$12720.23$税金$105A+B+C+D+EF$105$F$117扩大系数%0.012720.230.0$钢板闸门 2.2*1.7m$12720.23$扩大系数$105A+B+C+D+E+FG$105$G$118工程单价元0.00.012720.23$钢板闸门 2.2*1.7m$12720.23$工程单价$105A+B+C+D+E+F+G+H+I+J+KZ$105$Z$11综合单价元/t12720.23$钢板闸门 2.2*1.7m$12720.23$1.0$单价行$105附件表八安装工程单价表单价编号12项目名称水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）定额编号Y19016定额单位10m20.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0423.47$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$直接费$286A1+A2A$286$A$111.1基本直接费元0.00.0415.17$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$基本直接费$286A11+A12+A13A1$286$A1$111.1.1人工费元0.00.0104.4$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$人工费$286[人工费]A11$286$A11$11(1)技工工日0.7120.084.0120.00.0$900010$120$A$286$A$2863198821(2)普工工日0.2485.020.485.00.0$900020$85$A$286$A$28631988221.1.2材料费元0.00.096.64$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$材料费$286[材料费]A12$286$A12$11(1)石英砂m30.2305.8361.17305.830.0$903750$305.83$B$286$B$2863198823(2)防锈漆kg2.79.8826.689.880.0$902640$9.88$B$286$B$2863198824(3)其他材料费%10.087.858.7987.850.0$ST0999$87.85$B$286$B$28631988271.1.3机械使用费元0.00.0214.13$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$机械使用费$286[机械费]A13$286$A13$11(1)空气压缩机 电动移动式 9m3/min台班0.37386.262142.92386.262386.262$8015$386.262$C$286$C$286J3198825(2)除锈喷砂机台班0.37139.8451.74139.84139.84$8137$139.84$C$286$C$286J3198826(3)其他机械费%10.0194.6619.47194.660.0$ST9999$194.66$C$286$C$28631988281.2其他直接费%2.0415.178.3$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$其他直接费$286A1A2$286$A2$112间接费%55.0104.457.42$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$间接费$286A11B$286$B$113利润%7.0480.8933.66$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$利润$286A+BC$286$C$114主材价差元0.00.00.0$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$主材价差$286[材料价差]D$286$D$115未计价装置性材料费元0.00.00.0$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$未计价装置性材料费$286[主材费]E$286$E$116税金%9.0514.5546.31$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$税金$286A+B+C+D+EF$286$F$117扩大系数%0.0560.860.0$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$扩大系数$286A+B+C+D+E+FG$286$G$118工程单价元0.00.0560.9$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$工程单价$286A+B+C+D+E+F+G+H+I+J+KZ$286$Z$11综合单价元/m256.09$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$10.0$单价行$286附件表八安装工程单价表单价编号13项目名称QL-10手电两用螺杆式启闭机（螺杆长2.5m）定额编号Y12089定额单位台0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.02223.42$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$直接费$319A1+A2A$319$A$111.1基本直接费元0.00.02179.82$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$基本直接费$319A11+A12+A13A1$319$A1$111.1.1人工费元0.00.01806.25$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$人工费$319[人工费]A11$319$A11$11(1)技工工日12.75120.01530.0120.00.0$900010$120$A$319$A$3193198829(2)普工工日3.2585.0276.2585.00.0$900020$85$A$319$A$31931988301.1.2材料费元0.00.0216.87$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$材料费$319[材料费]A12$319$A12$11(1)钢板kg18.03.26558.773.2650.0$902280$3.265$B$319$B$3193198831(2)氧气m36.03.8723.223.870.0$904010$3.87$B$319$B$3193198832(3)乙炔气m33.027.4982.4727.490.0$904050$27.49$B$319$B$3193198833(4)电焊条kg1.04.984.984.980.0$901450$4.98$B$319$B$3193198834(5)汽油kg2.04.59.08.724.5$480100028$8.72$B$319$B$3193198835(6)油漆kg2.014.0528.114.050.0$904080$14.05$B$319$B$3193198836(7)其他材料费%5.0206.5410.33206.540.0$ST0999$206.54$B$319$B$31931988391.1.3机械使用费元0.00.0156.7$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$机械使用费$319[机械费]A13$319$A13$11(1)汽车起重机 5t台班0.3427.7128.31537.842427.7$4045$537.842$C$319$C$319J3198837(2)电焊机 (交流) 25kVA台班0.4546.5120.9346.5146.51$8078$46.51$C$319$C$319J3198838(3)其他机械费%5.0149.247.46149.240.0$ST9999$149.24$C$319$C$31931988401.2其他直接费%2.02179.8243.6$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$其他直接费$319A1A2$319$A2$112间接费%55.01806.25993.44$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$间接费$319A11B$319$B$113利润%7.03216.86225.18$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$利润$319A+BC$319$C$114主材价差元0.00.041.48$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$主材价差$319[材料价差]D$319$D$11(1)汽油kg9.834.2241.488.724.5$480100028$8.72$J$319$J$319[UsysHLCJ.cl_bcp]31988415未计价装置性材料费元0.00.00.0$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$未计价装置性材料费$319[主材费]E$319$E$116税金%9.03483.52313.52$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$税金$319A+B+C+D+EF$319$F$117扩大系数%0.03797.040.0$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$扩大系数$319A+B+C+D+E+FG$319$G$118工程单价元0.00.03797.04$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$工程单价$319A+B+C+D+E+F+G+H+I+J+KZ$319$Z$11综合单价元/台3797.04$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$1.0$单价行$319附件表八安装工程单价表单价编号14项目名称钢板闸门 1.2*1m定额编号Y13013T+Y13056定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.09489.7$钢板闸门 1.2*1m$12720.23$直接费$321A1+A2A$321$A$111.1基本直接费元0.00.09303.63$钢板闸门 1.2*1m$12720.23$基本直接费$321A11+A12+A13A1$321$A1$111.1.1人工费元0.00.02539.9$钢板闸门 1.2*1m$12720.23$人工费$321[人工费]A11$321$A11$11(1)技工工日16.59120.01990.8120.00.0$900010$120$A$321$A$3213198842(2)普工工日6.4685.0549.185.00.0$900020$85$A$321$A$32131988431.1.2材料费元0.00.04786.72$钢板闸门 1.2*1m$12720.23$材料费$321[材料费]A12$321$A12$11(1)钢板kg9.63.26531.343.2650.0$902280$3.265$B$321$B$3213198844(2)型钢kg5.03.09315.473.0930.0$903930$3.093$B$321$B$3213198845(3)氧气m316.83.8765.023.870.0$904010$3.87$B$321$B$3213198846(4)乙炔气m37.427.49203.4327.490.0$904050$27.49$B$321$B$3213198847(5)电焊条kg25.64.98127.494.980.0$901450$4.98$B$321$B$3213198848(6)油漆kg1.914.0526.714.050.0$904080$14.05$B$321$B$3213198861(7)黄油kg0.29.291.869.290.0$902820$9.29$B$321$B$3213198862(8)木材m30.11336.0133.61336.00.0$903720$1336$B$321$B$3213198849(9)汽油kg1.94.58.558.724.5$480100028$8.72$B$321$B$3213198863(10)电kw·h12.00.738.760.730.0$909880$0.73$B$321$B$3213198850(11)钢材kg1000.03.543540.03.540.0$902320$3.54$B$321$B$3213198851(12)棉纱头kg0.85.444.355.440.0$903540$5.44$B$321$B$3213198864(13)其他材料费元620.1471.0620.151.00.0$ST0999$1$B$321$B$32131988591.1.3机械使用费元0.00.01977.01$钢板闸门 1.2*1m$12720.23$机械使用费$321[机械费]A13$321$A13$11(1)门座式起重机 10/30t高架台班0.111317.8144.961317.81317.8$4006$1317.8$C$321$C$321J3198865(2)桅杆起重机 10t台班0.28433.346121.34433.346433.346$4069$433.346$C$321$C$321J3198852(3)履带起重机 10t台班0.1620.5462.05752.562620.54$4030$752.562$C$321$C$321J3198853(4)电焊机 (交流) 25kVA台班0.3446.5115.8146.5146.51$8078$46.51$C$321$C$321J3198866(5)电焊机 (交流) 50kVA台班0.32112.44235.98112.442112.442$8079$112.442$C$321$C$321J3198854(6)普通车床 φ400～600台班3.28226.11741.64226.11226.11$8112$226.11$C$321$C$321J3198855(7)单柱立式车床 Φ1250台班0.88288.761254.11288.761288.761$8123$288.761$C$321$C$321J3198856(8)龙门刨床 大型台班0.52702.26365.18702.26702.26$8121$702.26$C$321$C$321J3198857(9)剪板机 20×2500台班0.2317.5963.52317.59317.59$8104$317.59$C$321$C$321J3198858(10)其他机械费元172.42051.0172.421.00.0$ST9999$1$C$321$C$32131988601.2其他直接费%2.09303.63186.07$钢板闸门 1.2*1m$12720.23$其他直接费$321A1A2$321$A2$112间接费%55.02539.91396.95$钢板闸门 1.2*1m$12720.23$间接费$321A11B$321$B$113利润%7.010886.65762.07$钢板闸门 1.2*1m$12720.23$利润$321A+BC$321$C$114主材价差元0.00.021.22$钢板闸门 1.2*1m$12720.23$主材价差$321[材料价差]D$321$D$11(1)柴油kg3.743.5313.27.033.5$480100002$7.03$J$321$J$321[UsysHLCJ.cl_bcp]3198868(2)汽油kg1.94.228.028.724.5$480100028$8.72$J$321$J$321[UsysHLCJ.cl_bcp]31988675未计价装置性材料费元0.00.00.0$钢板闸门 1.2*1m$12720.23$未计价装置性材料费$321[主材费]E$321$E$116税金%9.011669.941050.29$钢板闸门 1.2*1m$12720.23$税金$321A+B+C+D+EF$321$F$117扩大系数%0.012720.230.0$钢板闸门 1.2*1m$12720.23$扩大系数$321A+B+C+D+E+FG$321$G$118工程单价元0.00.012720.23$钢板闸门 1.2*1m$12720.23$工程单价$321A+B+C+D+E+F+G+H+I+J+KZ$321$Z$11综合单价元/t12720.23$钢板闸门 1.2*1m$12720.23$1.0$单价行$321附件表八安装工程单价表单价编号15项目名称主轨、侧轨、底轨定额编号Y13050T+Y13150定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.011929.02$主轨、侧轨、底轨$15880.66$直接费$324A1+A2A$324$A$111.1基本直接费元0.00.011695.12$主轨、侧轨、底轨$15880.66$基本直接费$324A11+A12+A13A1$324$A1$111.1.1人工费元0.00.02971.0$主轨、侧轨、底轨$15880.66$人工费$324[人工费]A11$324$A11$11(1)技工工日19.46120.02335.2120.00.0$900010$120$A$324$A$3243198869(2)普工工日7.4885.0635.885.00.0$900020$85$A$324$A$32431988701.1.2材料费元0.00.04582.58$主轨、侧轨、底轨$15880.66$材料费$324[材料费]A12$324$A12$11(1)钢板kg14.03.26545.713.2650.0$902280$3.265$B$324$B$3243198882(2)氧气m310.563.8740.873.870.0$904010$3.87$B$324$B$3243198871(3)乙炔气m34.5227.49124.2527.490.0$904050$27.49$B$324$B$3243198872(4)电kw·h28.00.7320.440.730.0$909880$0.73$B$324$B$3243198873(5)电焊条kg13.04.9864.744.980.0$901450$4.98$B$324$B$3243198883(6)钢材kg1000.03.543540.03.540.0$902320$3.54$B$324$B$3243198874(7)油漆kg2.114.0529.5114.050.0$904080$14.05$B$324$B$3243198884(8)其他材料费元578.8111.0578.811.00.0$ST0999$1$B$324$B$3243198880(9)板枋材m30.11289.6128.961289.60.0$901850$1289.6$B$324$B$3243198885(10)黄油kg1.09.299.299.290.0$902820$9.29$B$324$B$32431988861.1.3机械使用费元0.00.04141.54$主轨、侧轨、底轨$15880.66$机械使用费$324[机械费]A13$324$A13$11(1)桅杆起重机 10t台班0.56433.346242.67433.346433.346$4069$433.346$C$324$C$324J3198875(2)龙门刨床 大型台班3.36702.262359.59702.26702.26$8121$702.26$C$324$C$324J3198876(3)摇臂钻床 Φ35～50台班1.12176.595197.79176.595176.595$8114$176.595$C$324$C$324J3198877(4)门座式起重机 10/30t高架台班0.081317.8105.421317.81317.8$4006$1317.8$C$324$C$324J3198887(5)铣床X5025台班1.12175.555196.62175.555175.555$8122$175.555$C$324$C$324J3198878(6)叉式起重机 5t台班0.56384.63215.39486.294384.63$4066$486.294$C$324$C$324J3198879(7)卷扬机 单筒慢速 起重量（5t）台班1.96169.018331.28169.018169.018$4098$169.018$C$324$C$324J3198888(8)电焊机 (交流) 25kVA台班2.546.51116.2846.5146.51$8078$46.51$C$324$C$324J3198889(9)其他机械费元376.5041.0376.51.00.0$ST9999$1$C$324$C$32431988811.2其他直接费%2.011695.12233.9$主轨、侧轨、底轨$15880.66$其他直接费$324A1A2$324$A2$112间接费%55.02971.01634.05$主轨、侧轨、底轨$15880.66$间接费$324A11B$324$B$113利润%7.013563.07949.41$主轨、侧轨、底轨$15880.66$利润$324A+BC$324$C$114主材价差元0.00.056.93$主轨、侧轨、底轨$15880.66$主材价差$324[材料价差]D$324$D$11(1)柴油kg16.1283.5356.937.033.5$480100002$7.03$J$324$J$324[UsysHLCJ.cl_bcp]31988905未计价装置性材料费元0.00.00.0$主轨、侧轨、底轨$15880.66$未计价装置性材料费$324[主材费]E$324$E$116税金%9.014569.411311.25$主轨、侧轨、底轨$15880.66$税金$324A+B+C+D+EF$324$F$117扩大系数%0.015880.660.0$主轨、侧轨、底轨$15880.66$扩大系数$324A+B+C+D+E+FG$324$G$118工程单价元0.00.015880.66$主轨、侧轨、底轨$15880.66$工程单价$324A+B+C+D+E+F+G+H+I+J+KZ$324$Z$11综合单价元/t15880.66$主轨、侧轨、底轨$15880.66$1.0$单价行$324附件表八安装工程单价表单价编号16项目名称止水定额编号Y13053T+Y13150定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.010093.82$止水$13802.32$直接费$327A1+A2A$327$A$111.1基本直接费元0.00.09895.9$止水$13802.32$基本直接费$327A11+A12+A13A1$327$A1$111.1.1人工费元0.00.02971.0$止水$13802.32$人工费$327[人工费]A11$327$A11$11(1)技工工日19.46120.02335.2120.00.0$900010$120$A$327$A$3273198891(2)普工工日7.4885.0635.885.00.0$900020$85$A$327$A$32731988921.1.2材料费元0.00.04873.14$止水$13802.32$材料费$327[材料费]A12$327$A12$11(1)钢板kg14.03.26545.713.2650.0$902280$3.265$B$327$B$3273198907(2)氧气m321.23.8782.043.870.0$904010$3.87$B$327$B$3273198893(3)乙炔气m39.1727.49252.0827.490.0$904050$27.49$B$327$B$3273198894(4)电焊条kg29.84.98148.44.980.0$901450$4.98$B$327$B$3273198895(5)电kw·h28.00.7320.440.730.0$909880$0.73$B$327$B$3273198896(6)钢材kg1000.03.543540.03.540.0$902320$3.54$B$327$B$3273198897(7)油漆kg2.114.0529.5114.050.0$904080$14.05$B$327$B$3273198908(8)板枋材m30.11289.6128.961289.60.0$901850$1289.6$B$327$B$3273198909(9)其他材料费元616.711.0616.711.00.0$ST0999$1$B$327$B$3273198905(10)黄油kg1.09.299.299.290.0$902820$9.29$B$327$B$32731989101.1.3机械使用费元0.00.02051.76$止水$13802.32$机械使用费$327[机械费]A13$327$A13$11(1)电焊机 (交流) 50kVA台班3.36112.442377.81112.442112.442$8079$112.442$C$327$C$327J3198898(2)普通车床 φ400～600台班0.34226.1176.88226.11226.11$8112$226.11$C$327$C$327J3198899(3)门座式起重机 10/30t高架台班0.081317.8105.421317.81317.8$4006$1317.8$C$327$C$327J3198911(4)单柱立式车床 Φ1250台班0.56288.761161.71288.761288.761$8123$288.761$C$327$C$327J3198900(5)卷扬机 单筒慢速 起重量（5t）台班1.96169.018331.28169.018169.018$4098$169.018$C$327$C$327J3198912(6)龙门刨床 大型台班0.11702.2677.25702.26702.26$8121$702.26$C$327$C$327J3198901(7)电焊机 (交流) 25kVA台班2.546.51116.2846.5146.51$8078$46.51$C$327$C$327J3198913(8)剪板机 20×2500台班0.28317.5988.93317.59317.59$8104$317.59$C$327$C$327J3198902(9)摇臂钻床 Φ35～50台班0.56176.59598.89176.595176.595$8114$176.595$C$327$C$327J3198903(10)叉式起重机 5t台班1.12384.63430.79486.294384.63$4066$486.294$C$327$C$327J3198904(11)其他机械费元186.5241.0186.521.00.0$ST9999$1$C$327$C$32731989061.2其他直接费%2.09895.9197.92$止水$13802.32$其他直接费$327A1A2$327$A2$112间接费%55.02971.01634.05$止水$13802.32$间接费$327A11B$327$B$113利润%7.011727.87820.95$止水$13802.32$利润$327A+BC$327$C$114主材价差元0.00.0113.86$止水$13802.32$主材价差$327[材料价差]D$327$D$11(1)柴油kg32.2563.53113.867.033.5$480100002$7.03$J$327$J$327[UsysHLCJ.cl_bcp]31989145未计价装置性材料费元0.00.00.0$止水$13802.32$未计价装置性材料费$327[主材费]E$327$E$116税金%9.012662.681139.64$止水$13802.32$税金$327A+B+C+D+EF$327$F$117扩大系数%0.013802.320.0$止水$13802.32$扩大系数$327A+B+C+D+E+FG$327$G$118工程单价元0.00.013802.32$止水$13802.32$工程单价$327A+B+C+D+E+F+G+H+I+J+KZ$327$Z$11综合单价元/t13802.32$止水$13802.32$1.0$单价行$327附件表八安装工程单价表单价编号17项目名称拦污栅栅体定额编号Y13054T+Y13163定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.07130.68$拦污栅栅体$9625.87$直接费$332A1+A2A$332$A$111.1基本直接费元0.00.06990.86$拦污栅栅体$9625.87$基本直接费$332A11+A12+A13A1$332$A1$111.1.1人工费元0.00.02041.2$拦污栅栅体$9625.87$人工费$332[人工费]A11$332$A11$11(1)技工工日13.1120.01572.0120.00.0$900010$120$A$332$A$3323198915(2)普工工日5.5285.0469.285.00.0$900020$85$A$332$A$33231989161.1.2材料费元0.00.04413.44$拦污栅栅体$9625.87$材料费$332[材料费]A12$332$A12$11(1)氧气m35.23.8720.123.870.0$904010$3.87$B$332$B$3323198917(2)油漆kg2.014.0528.114.050.0$904080$14.05$B$332$B$3323198927(3)黄油kg1.09.299.299.290.0$902820$9.29$B$332$B$3323198928(4)乙炔气m32.2427.4961.5827.490.0$904050$27.49$B$332$B$3323198918(5)电焊条kg10.44.9851.794.980.0$901450$4.98$B$332$B$3323198919(6)木材m30.071336.093.521336.00.0$903720$1336$B$332$B$3323198920(7)油漆材料费元35.01.035.01.00.0$903390$1$B$332$B$3323198921(8)钢材kg1000.03.543540.03.540.0$902320$3.54$B$332$B$3323198922(9)其他材料费元574.04051.0574.041.00.0$ST0999$1$B$332$B$33231989251.1.3机械使用费元0.00.0536.22$拦污栅栅体$9625.87$机械使用费$332[机械费]A13$332$A13$11(1)门座式起重机 10/30t高架台班0.131317.8171.311317.81317.8$4006$1317.8$C$332$C$332J3198929(2)电焊机 (交流) 50kVA台班2.08112.442233.88112.442112.442$8079$112.442$C$332$C$332J3198923(3)摇臂钻床 Φ20～35台班0.52158.22582.28158.225158.225$8113$158.225$C$332$C$332J3198924(4)其他机械费元48.7471.048.751.00.0$ST9999$1$C$332$C$33231989261.2其他直接费%2.06990.86139.82$拦污栅栅体$9625.87$其他直接费$332A1A2$332$A2$112间接费%55.02041.21122.66$拦污栅栅体$9625.87$间接费$332A11B$332$B$113利润%7.08253.34577.73$拦污栅栅体$9625.87$利润$332A+BC$332$C$114主材价差元0.00.00.0$拦污栅栅体$9625.87$主材价差$332[材料价差]D$332$D$115未计价装置性材料费元0.00.00.0$拦污栅栅体$9625.87$未计价装置性材料费$332[主材费]E$332$E$116税金%9.08831.07794.8$拦污栅栅体$9625.87$税金$332A+B+C+D+EF$332$F$117扩大系数%0.09625.870.0$拦污栅栅体$9625.87$扩大系数$332A+B+C+D+E+FG$332$G$118工程单价元0.00.09625.87$拦污栅栅体$9625.87$工程单价$332A+B+C+D+E+F+G+H+I+J+KZ$332$Z$11综合单价元/t9625.87$拦污栅栅体$9625.87$1.0$单价行$332附件表八安装工程单价表单价编号18项目名称拦污栅栅槽定额编号Y13055T+Y13164定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.08051.93$拦污栅栅槽$11032.54$直接费$335A1+A2A$335$A$111.1基本直接费元0.00.07894.05$拦污栅栅槽$11032.54$基本直接费$335A11+A12+A13A1$335$A1$111.1.1人工费元0.00.02559.1$拦污栅栅槽$11032.54$人工费$335[人工费]A11$335$A11$11(1)技工工日16.75120.02010.0120.00.0$900010$120$A$335$A$3353198930(2)普工工日6.4685.0549.185.00.0$900020$85$A$335$A$33531989311.1.2材料费元0.00.04686.06$拦污栅栅槽$11032.54$材料费$335[材料费]A12$335$A12$11(1)型钢kg40.03.093123.723.0930.0$903930$3.093$B$335$B$3353198943(2)氧气m312.483.8748.33.870.0$904010$3.87$B$335$B$3353198932(3)乙炔气m35.9627.49163.8427.490.0$904050$27.49$B$335$B$3353198933(4)电焊条kg22.44.98111.554.980.0$901450$4.98$B$335$B$3353198934(5)木材m30.031336.040.081336.00.0$903720$1336$B$335$B$3353198935(6)油漆材料费元35.01.035.01.00.0$903390$1$B$335$B$3353198936(7)油漆kg2.014.0528.114.050.0$904080$14.05$B$335$B$3353198944(8)钢材kg1000.03.543540.03.540.0$902320$3.54$B$335$B$3353198937(9)其他材料费元595.46551.0595.471.00.0$ST0999$1$B$335$B$33531989411.1.3机械使用费元0.00.0648.89$拦污栅栅槽$11032.54$机械使用费$335[机械费]A13$335$A13$11(1)门座式起重机 10/30t高架台班0.21317.8263.561317.81317.8$4006$1317.8$C$335$C$335J3198945(2)电焊机 (交流) 25kVA台班2.046.5193.0246.5146.51$8078$46.51$C$335$C$335J3198946(3)电焊机 (交流) 50kVA台班1.68112.442188.9112.442112.442$8079$112.442$C$335$C$335J3198938(4)剪板机 20×2500台班0.11317.5934.93317.59317.59$8104$317.59$C$335$C$335J3198939(5)摇臂钻床 Φ20～35台班0.06158.2259.49158.225158.225$8113$158.225$C$335$C$335J3198940(6)其他机械费元58.991.058.991.00.0$ST9999$1$C$335$C$33531989421.2其他直接费%2.07894.05157.88$拦污栅栅槽$11032.54$其他直接费$335A1A2$335$A2$112间接费%55.02559.11407.51$拦污栅栅槽$11032.54$间接费$335A11B$335$B$113利润%7.09459.44662.16$拦污栅栅槽$11032.54$利润$335A+BC$335$C$114主材价差元0.00.00.0$拦污栅栅槽$11032.54$主材价差$335[材料价差]D$335$D$115未计价装置性材料费元0.00.00.0$拦污栅栅槽$11032.54$未计价装置性材料费$335[主材费]E$335$E$116税金%9.010121.6910.94$拦污栅栅槽$11032.54$税金$335A+B+C+D+EF$335$F$117扩大系数%0.011032.540.0$拦污栅栅槽$11032.54$扩大系数$335A+B+C+D+E+FG$335$G$118工程单价元0.00.011032.54$拦污栅栅槽$11032.54$工程单价$335A+B+C+D+E+F+G+H+I+J+KZ$335$Z$11综合单价元/t11032.54$拦污栅栅槽$11032.54$1.0$单价行$335附件表八安装工程单价表单价编号19项目名称水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）定额编号Y19016定额单位10m20.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0136.43$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$直接费$338A1+A2A$338$A$111.1基本直接费元0.00.0133.75$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$基本直接费$338A11+A12+A13A1$338$A1$111.1.1人工费元0.00.0104.4$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$人工费$338[人工费]A11$338$A11$11(1)技工工日0.7120.084.0120.00.0$900010$120$A$338$A$3383198947(2)普工工日0.2485.020.485.00.0$900020$85$A$338$A$33831989481.1.2材料费元0.00.029.35$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$材料费$338[材料费]A12$338$A12$11(1)防锈漆kg2.79.8826.689.880.0$902640$9.88$B$338$B$3383198949(2)其他材料费%10.026.682.6726.680.0$ST0999$26.68$B$338$B$33831989501.1.3机械使用费元0.00.00.0$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$机械使用费$338[机械费]A13$338$A13$11(1)其他机械费%10.00.00.00.00.0$ST9999$0$C$338$C$33831989511.2其他直接费%2.0133.752.68$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$其他直接费$338A1A2$338$A2$112间接费%55.0104.457.42$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$间接费$338A11B$338$B$113利润%7.0193.8513.57$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$利润$338A+BC$338$C$114主材价差元0.00.00.0$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$主材价差$338[材料价差]D$338$D$115未计价装置性材料费元0.00.00.0$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$未计价装置性材料费$338[主材费]E$338$E$116税金%9.0207.4218.67$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$税金$338A+B+C+D+EF$338$F$117扩大系数%0.0226.090.0$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$扩大系数$338A+B+C+D+E+FG$338$G$118工程单价元0.00.0226.1$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$工程单价$338A+B+C+D+E+F+G+H+I+J+KZ$338$Z$11综合单价元/m222.61$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$10.0$单价行$338附件表八安装工程单价表单价编号20项目名称拆除现状闸门（外弃5km）定额编号BC003定额单位项0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0800.0$拆除现状闸门（外弃5km）$800$直接费$342A1+A2A$342$A$151.1基本直接费元0.00.0800.0$拆除现状闸门（外弃5km）$800$基本直接费$342A11+A12+A13A1$342$A1$151.1.1人工费元0.00.00.0$拆除现状闸门（外弃5km）$800$人工费$342[人工费]A11$342$A11$151.1.2材料费元0.00.0800.0$拆除现状闸门（外弃5km）$800$材料费$342[材料费]A12$342$A12$15(1)拆除现状闸门（外弃5km）项1.0800.0800.0800.00.0$BC003$800$B$342$B$34216991.1.3机械使用费元0.00.00.0$拆除现状闸门（外弃5km）$800$机械使用费$342[机械费]A13$342$A13$151.2其他直接费%0.0800.00.0$拆除现状闸门（外弃5km）$800$其他直接费$342A1A2$342$A2$152间接费%0.0800.00.0$拆除现状闸门（外弃5km）$800$间接费$342AB$342$B$153利润%0.0800.00.0$拆除现状闸门（外弃5km）$800$利润$342A+BC$342$C$154主材价差元0.00.00.0$拆除现状闸门（外弃5km）$800$主材价差$342[材料价差]D$342$D$155未计价装置性材料费元0.00.00.0$拆除现状闸门（外弃5km）$800$未计价装置性材料费$342[主材费]E$342$E$156税金%0.0800.00.0$拆除现状闸门（外弃5km）$800$税金$342A+B+C+D+EF$342$F$157扩大系数%0.0800.00.0$拆除现状闸门（外弃5km）$800$扩大系数$342A+B+C+D+E+FG$342$G$158工程单价元0.00.0800.0$拆除现状闸门（外弃5km）$800$工程单价$342A+B+C+D+E+F+G+H+I+J+KZ$342$Z$15综合单价元/项800.0$拆除现状闸门（外弃5km）$800$1.0$单价行$342附件表八安装工程单价表单价编号21项目名称基坑土方开挖（外弃5km）定额编号Y10145×0.05+Y10395×0.95定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.01715.68$基坑土方开挖（外弃5km）$27.36$直接费$307A1+A2A$307$A$11.1基本直接费元0.00.01682.04$基坑土方开挖（外弃5km）$27.36$基本直接费$307A11+A12+A13A1$307$A1$11.1.1人工费元0.00.0288.29$基坑土方开挖（外弃5km）$27.36$人工费$307[人工费]A11$307$A11$1(1)技工工日0.0295120.03.54120.00.0$900010$120$A$307$A$3073198952(2)普工工日3.3585.0284.7585.00.0$900020$85$A$307$A$30731989531.1.2材料费元0.00.045.91$基坑土方开挖（外弃5km）$27.36$材料费$307[材料费]A12$307$A12$1(1)零星材料费元45.9138951.045.911.00.0$ST0998$1$B$307$B$30731989541.1.3机械使用费元0.00.01347.84$基坑土方开挖（外弃5km）$27.36$机械使用费$307[机械费]A13$307$A13$1(1)挖掘机 0.6m3台班0.247739.11182.56906.785739.11$1004$906.785$C$307$C$307J3198955(2)推土机 59kw台班0.1235588.5572.69736.81588.55$1022$736.81$C$307$C$307J3198956(3)自卸汽车 5t台班3.1065351.711092.59496.44351.71$3012$496.44$C$307$C$307J31989571.2其他直接费%2.01682.0433.64$基坑土方开挖（外弃5km）$27.36$其他直接费$307A1A2$307$A2$12间接费%9.01715.68154.41$基坑土方开挖（外弃5km）$27.36$间接费$307AB$307$B$13利润%7.01870.09130.91$基坑土方开挖（外弃5km）$27.36$利润$307A+BC$307$C$14主材价差元0.00.0509.33$基坑土方开挖（外弃5km）$27.36$主材价差$307[材料价差]D$307$D$1(1)柴油kg144.2863.53509.337.033.5$480100002$7.03$J$307$J$307[UsysHLCJ.cl_bcp]31989585未计价装置性材料费元0.00.00.0$基坑土方开挖（外弃5km）$27.36$未计价装置性材料费$307[主材费]E$307$E$16税金%9.02510.33225.93$基坑土方开挖（外弃5km）$27.36$税金$307A+B+C+D+EF$307$F$17扩大系数%0.02736.260.0$基坑土方开挖（外弃5km）$27.36$扩大系数$307A+B+C+D+E+FG$307$G$18工程单价元0.00.02736.0$基坑土方开挖（外弃5km）$27.36$工程单价$307A+B+C+D+E+F+G+H+I+J+KZ$307$Z$1综合单价元/m327.36$基坑土方开挖（外弃5km）$27.36$100.0$单价行$307附件表八安装工程单价表单价编号22项目名称基坑土方开挖（就近堆放）定额编号Y10145×0.05+Y10311×0.95定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0431.83$基坑土方开挖（就近堆放）$5.92$直接费$304A1+A2A$304$A$11.1基本直接费元0.00.0423.36$基坑土方开挖（就近堆放）$5.92$基本直接费$304A11+A12+A13A1$304$A1$11.1.1人工费元0.00.0235.8$基坑土方开挖（就近堆放）$5.92$人工费$304[人工费]A11$304$A11$1(1)技工工日0.0295120.03.54120.00.0$900010$120$A$304$A$3043198959(2)普工工日2.732585.0232.2685.00.0$900020$85$A$304$A$30431989601.1.2材料费元0.00.012.02$基坑土方开挖（就近堆放）$5.92$材料费$304[材料费]A12$304$A12$1(1)零星材料费元12.016091.012.021.00.0$ST0998$1$B$304$B$30431989611.1.3机械使用费元0.00.0175.54$基坑土方开挖（就近堆放）$5.92$机械使用费$304[机械费]A13$304$A13$1(1)挖掘机 0.6m3台班0.2375739.11175.54906.785739.11$1004$906.785$C$304$C$304J31989621.2其他直接费%2.0423.368.47$基坑土方开挖（就近堆放）$5.92$其他直接费$304A1A2$304$A2$12间接费%9.0431.8338.86$基坑土方开挖（就近堆放）$5.92$间接费$304AB$304$B$13利润%7.0470.6932.95$基坑土方开挖（就近堆放）$5.92$利润$304A+BC$304$C$14主材价差元0.00.039.82$基坑土方开挖（就近堆放）$5.92$主材价差$304[材料价差]D$304$D$1(1)柴油kg11.281253.5339.827.033.5$480100002$7.03$J$304$J$304[UsysHLCJ.cl_bcp]31989635未计价装置性材料费元0.00.00.0$基坑土方开挖（就近堆放）$5.92$未计价装置性材料费$304[主材费]E$304$E$16税金%9.0543.4648.91$基坑土方开挖（就近堆放）$5.92$税金$304A+B+C+D+EF$304$F$17扩大系数%0.0592.370.0$基坑土方开挖（就近堆放）$5.92$扩大系数$304A+B+C+D+E+FG$304$G$18工程单价元0.00.0592.0$基坑土方开挖（就近堆放）$5.92$工程单价$304A+B+C+D+E+F+G+H+I+J+KZ$304$Z$1综合单价元/m35.92$基坑土方开挖（就近堆放）$5.92$100.0$单价行$304附件表八安装工程单价表单价编号23项目名称现状浆砌石拆除定额编号Y30190定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.01565.01$现状浆砌石拆除$21.95$直接费$313A1+A2A$313$A$31.1基本直接费元0.00.01534.32$现状浆砌石拆除$21.95$基本直接费$313A11+A12+A13A1$313$A1$31.1.1人工费元0.00.0784.95$现状浆砌石拆除$21.95$人工费$313[人工费]A11$313$A11$3(1)技工工日0.4120.048.0120.00.0$900010$120$A$313$A$313319****(2)普工工日8.6785.0736.9585.00.0$900020$85$A$313$A$31331989651.1.2材料费元0.00.044.69$现状浆砌石拆除$21.95$材料费$313[材料费]A12$313$A12$3(1)零星材料费%3.01489.6344.691489.630.0$ST0998$1489.63$B$313$B$31331989671.1.3机械使用费元0.00.0704.68$现状浆砌石拆除$21.95$机械使用费$313[机械费]A13$313$A13$3(1)挖掘机 1.0m3台班0.78903.44704.681166.425903.44$1005$1166.425$C$313$C$313J31989661.2其他直接费%2.01534.3230.69$现状浆砌石拆除$21.95$其他直接费$313A1A2$313$A2$32间接费%8.01565.01125.2$现状浆砌石拆除$21.95$间接费$313AB$313$B$33利润%7.01690.21118.31$现状浆砌石拆除$21.95$利润$313A+BC$313$C$34主材价差元0.00.0205.13$现状浆砌石拆除$21.95$主材价差$313[材料价差]D$313$D$3(1)柴油kg58.113.53205.137.033.5$480100002$7.03$J$313$J$313[UsysHLCJ.cl_bcp]31989685未计价装置性材料费元0.00.00.0$现状浆砌石拆除$21.95$未计价装置性材料费$313[主材费]E$313$E$36税金%9.02013.65181.23$现状浆砌石拆除$21.95$税金$313A+B+C+D+EF$313$F$37扩大系数%0.02194.880.0$现状浆砌石拆除$21.95$扩大系数$313A+B+C+D+E+FG$313$G$38工程单价元0.00.02195.0$现状浆砌石拆除$21.95$工程单价$313A+B+C+D+E+F+G+H+I+J+KZ$313$Z$3综合单价元/m321.95$现状浆砌石拆除$21.95$100.0$单价行$313附件表八安装工程单价表单价编号24项目名称碎石垫层拆除定额编号Y10156T定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.03289.03$碎石垫层拆除$41.81$直接费$499A1+A2A$499$A$11.1基本直接费元0.00.03224.54$碎石垫层拆除$41.81$基本直接费$499A11+A12+A13A1$499$A1$11.1.1人工费元0.00.03208.5$碎石垫层拆除$41.81$人工费$499[人工费]A11$499$A11$1(1)技工工日0.77120.092.4120.00.0$900010$120$A$499$A$4993198969(2)普工工日36.6685.03116.185.00.0$900020$85$A$499$A$49931989701.1.2材料费元0.00.016.04$碎石垫层拆除$41.81$材料费$499[材料费]A12$499$A12$1(1)零星材料费%0.53208.516.043208.50.0$ST0998$3208.5$B$499$B$49931989711.1.3机械使用费元0.00.00.0$碎石垫层拆除$41.81$机械使用费$499[机械费]A13$499$A13$11.2其他直接费%2.03224.5464.49$碎石垫层拆除$41.81$其他直接费$499A1A2$499$A2$12间接费%9.03289.03296.01$碎石垫层拆除$41.81$间接费$499AB$499$B$13利润%7.03585.04250.95$碎石垫层拆除$41.81$利润$499A+BC$499$C$14主材价差元0.00.00.0$碎石垫层拆除$41.81$主材价差$499[材料价差]D$499$D$15未计价装置性材料费元0.00.00.0$碎石垫层拆除$41.81$未计价装置性材料费$499[主材费]E$499$E$16税金%9.03835.99345.24$碎石垫层拆除$41.81$税金$499A+B+C+D+EF$499$F$17扩大系数%0.04181.230.0$碎石垫层拆除$41.81$扩大系数$499A+B+C+D+E+FG$499$G$18工程单价元0.00.04181.0$碎石垫层拆除$41.81$工程单价$499A+B+C+D+E+F+G+H+I+J+KZ$499$Z$1综合单价元/m341.81$碎石垫层拆除$41.81$100.0$单价行$499附件表八安装工程单价表单价编号25项目名称畜力转运拆除物（运距200m）定额编号Y90124+Y90130×2定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.08337.77$畜力转运拆除物（运距200m）$103.08$直接费$731A1+A2A$731$A$101.1基本直接费元0.00.08174.28$畜力转运拆除物（运距200m）$103.08$基本直接费$731A11+A12+A13A1$731$A1$101.1.1人工费元0.00.08041.0$畜力转运拆除物（运距200m）$103.08$人工费$731[人工费]A11$731$A11$10(1)畜力工日94.685.08041.085.00.0$900030$85$A$731$A$73131989721.1.2材料费元0.00.0133.28$畜力转运拆除物（运距200m）$103.08$材料费$731[材料费]A12$731$A12$10(1)零星材料费元133.281.0133.281.00.0$ST0998$1$B$731$B$73131989731.1.3机械使用费元0.00.00.0$畜力转运拆除物（运距200m）$103.08$机械使用费$731[机械费]A13$731$A13$101.2其他直接费%2.08174.28163.49$畜力转运拆除物（运距200m）$103.08$其他直接费$731A1A2$731$A2$102间接费%6.08337.77500.27$畜力转运拆除物（运距200m）$103.08$间接费$731AB$731$B$103利润%7.08838.04618.66$畜力转运拆除物（运距200m）$103.08$利润$731A+BC$731$C$104主材价差元0.00.00.0$畜力转运拆除物（运距200m）$103.08$主材价差$731[材料价差]D$731$D$105未计价装置性材料费元0.00.00.0$畜力转运拆除物（运距200m）$103.08$未计价装置性材料费$731[主材费]E$731$E$106税金%9.09456.7851.1$畜力转运拆除物（运距200m）$103.08$税金$731A+B+C+D+EF$731$F$107扩大系数%0.010307.80.0$畜力转运拆除物（运距200m）$103.08$扩大系数$731A+B+C+D+E+FG$731$G$108工程单价元0.00.010308.0$畜力转运拆除物（运距200m）$103.08$工程单价$731A+B+C+D+E+F+G+H+I+J+KZ$731$Z$10综合单价元/m3103.08$畜力转运拆除物（运距200m）$103.08$100.0$单价行$731附件表八安装工程单价表单价编号26项目名称拆除物外弃（运距5km）定额编号Y20509定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.02391.95$拆除物外弃（运距5km）$38.98$直接费$315A1+A2A$315$A$21.1基本直接费元0.00.02345.05$拆除物外弃（运距5km）$38.98$基本直接费$315A11+A12+A13A1$315$A1$21.1.1人工费元0.00.0208.25$拆除物外弃（运距5km）$38.98$人工费$315[人工费]A11$315$A11$2(1)普工工日2.4585.0208.2585.00.0$900020$85$A$315$A$31531989741.1.2材料费元0.00.045.98$拆除物外弃（运距5km）$38.98$材料费$315[材料费]A12$315$A12$2(1)零星材料费%2.02299.0745.982299.070.0$ST0998$2299.07$B$315$B$31531989781.1.3机械使用费元0.00.02090.82$拆除物外弃（运距5km）$38.98$机械使用费$315[机械费]A13$315$A13$2(1)装载机 1m3台班0.66407.31268.82597.577407.31$1016$597.577$C$315$C$315J3198975(2)推土机 88kW台班0.33799.65263.881022.04799.65$1024$1022.04$C$315$C$315J3198976(3)自卸汽车 8t台班3.31470.731558.12632.757470.73$3013$632.757$C$315$C$315J31989771.2其他直接费%2.02345.0546.9$拆除物外弃（运距5km）$38.98$其他直接费$315A1A2$315$A2$22间接费%11.02391.95263.11$拆除物外弃（运距5km）$38.98$间接费$315AB$315$B$23利润%7.02655.06185.85$拆除物外弃（运距5km）$38.98$利润$315A+BC$315$C$24主材价差元0.00.0735.27$拆除物外弃（运距5km）$38.98$主材价差$315[材料价差]D$315$D$2(1)柴油kg208.2933.53735.277.033.5$480100002$7.03$J$315$J$315[UsysHLCJ.cl_bcp]31989795未计价装置性材料费元0.00.00.0$拆除物外弃（运距5km）$38.98$未计价装置性材料费$315[主材费]E$315$E$26税金%9.03576.18321.86$拆除物外弃（运距5km）$38.98$税金$315A+B+C+D+EF$315$F$27扩大系数%0.03898.040.0$拆除物外弃（运距5km）$38.98$扩大系数$315A+B+C+D+E+FG$315$G$28工程单价元0.00.03898.0$拆除物外弃（运距5km）$38.98$工程单价$315A+B+C+D+E+F+G+H+I+J+KZ$315$Z$2综合单价元/m338.98$拆除物外弃（运距5km）$38.98$100.0$单价行$315附件表八安装工程单价表单价编号27项目名称浆砌石底板恢复（利用拆除料）定额编号Y30085定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.012197.54$浆砌石底板恢复（利用拆除料）$183.51$直接费$343A1+A2A$343$A$31.1基本直接费元0.00.011958.37$浆砌石底板恢复（利用拆除料）$183.51$基本直接费$343A11+A12+A13A1$343$A1$31.1.1人工费元0.00.06223.3$浆砌石底板恢复（利用拆除料）$183.51$人工费$343[人工费]A11$343$A11$3(1)技工工日26.12120.03134.4120.00.0$900010$120$A$343$A$3433198980(2)普工工日36.3485.03088.985.00.0$900020$85$A$343$A$34331989811.1.2材料费元0.00.05503.22$浆砌石底板恢复（利用拆除料）$183.51$材料费$343[材料费]A12$343$A12$3(1)水泥砌筑砂浆 M7.5 水泥42.5m335.3155.1235475.84232.74155.123$276-0$232.74$B$343$B$343P3198982(2)其他材料费%0.55475.8427.385475.840.0$ST0999$5475.84$B$343$B$34331989851.1.3机械使用费元0.00.0231.85$浆砌石底板恢复（利用拆除料）$183.51$机械使用费$343[机械费]A13$343$A13$3(1)砂浆搅拌机 0.4m3台班0.96122.025117.14122.025122.025$2002$122.025$C$343$C$343J3198983(2)胶轮车台班24.154.75114.714.754.75$3045$4.75$C$343$C$343J31989841.2其他直接费%2.011958.37239.17$浆砌石底板恢复（利用拆除料）$183.51$其他直接费$343A1A2$343$A2$32间接费%8.012197.54975.8$浆砌石底板恢复（利用拆除料）$183.51$间接费$343AB$343$B$33利润%7.013173.34922.13$浆砌石底板恢复（利用拆除料）$183.51$利润$343A+BC$343$C$34主材价差元0.00.02739.88$浆砌石底板恢复（利用拆除料）$183.51$主材价差$343[材料价差]D$343$D$3(1)水泥42.5kg8925.2520.088785.420.3880.3$400100002$0.388$J$343$J$343[UsysHLCJ.cl_bcp]3198986(2)机制砂（用于混凝土、砂浆）m339.53649.4351954.46119.43570.0$B02972499$119.435$J$343$J$343[UsysHLCJ.cl_bcp]31989875未计价装置性材料费元0.00.00.0$浆砌石底板恢复（利用拆除料）$183.51$未计价装置性材料费$343[主材费]E$343$E$36税金%9.016835.351515.18$浆砌石底板恢复（利用拆除料）$183.51$税金$343A+B+C+D+EF$343$F$37扩大系数%0.018350.530.0$浆砌石底板恢复（利用拆除料）$183.51$扩大系数$343A+B+C+D+E+FG$343$G$38工程单价元0.00.018351.0$浆砌石底板恢复（利用拆除料）$183.51$工程单价$343A+B+C+D+E+F+G+H+I+J+KZ$343$Z$3综合单价元/m3183.51$浆砌石底板恢复（利用拆除料）$183.51$100.0$单价行$343附件表八安装工程单价表单价编号28项目名称浆砌石台阶恢复（利用拆除料）定额编号Y30091定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.012961.43$浆砌石台阶恢复（利用拆除料）$193.13$直接费$505A1+A2A$505$A$31.1基本直接费元0.00.012707.28$浆砌石台阶恢复（利用拆除料）$193.13$基本直接费$505A11+A12+A13A1$505$A1$31.1.1人工费元0.00.06975.5$浆砌石台阶恢复（利用拆除料）$193.13$人工费$505[人工费]A11$505$A11$3(1)技工工日33.21120.03985.2120.00.0$900010$120$A$505$A$5053198988(2)普工工日35.1885.02990.385.00.0$900020$85$A$505$A$50531989891.1.2材料费元0.00.05503.22$浆砌石台阶恢复（利用拆除料）$193.13$材料费$505[材料费]A12$505$A12$3(1)水泥砌筑砂浆 M7.5 水泥42.5m335.3155.1235475.84232.74155.123$276-0$232.74$B$505$B$505P3198990(2)其他材料费%0.55475.8427.385475.840.0$ST0999$5475.84$B$505$B$50531989931.1.3机械使用费元0.00.0228.56$浆砌石台阶恢复（利用拆除料）$193.13$机械使用费$505[机械费]A13$505$A13$3(1)砂浆搅拌机 0.4m3台班0.94122.025114.7122.025122.025$2002$122.025$C$505$C$505J3198991(2)胶轮车台班23.974.75113.864.754.75$3045$4.75$C$505$C$505J31989921.2其他直接费%2.012707.28254.15$浆砌石台阶恢复（利用拆除料）$193.13$其他直接费$505A1A2$505$A2$32间接费%8.012961.431036.91$浆砌石台阶恢复（利用拆除料）$193.13$间接费$505AB$505$B$33利润%7.013998.34979.88$浆砌石台阶恢复（利用拆除料）$193.13$利润$505A+BC$505$C$34主材价差元0.00.02739.88$浆砌石台阶恢复（利用拆除料）$193.13$主材价差$505[材料价差]D$505$D$3(1)水泥42.5kg8925.2520.088785.420.3880.3$400100002$0.388$J$505$J$505[UsysHLCJ.cl_bcp]3198994(2)机制砂（用于混凝土、砂浆）m339.53649.4351954.46119.43570.0$B02972499$119.435$J$505$J$505[UsysHLCJ.cl_bcp]31989955未计价装置性材料费元0.00.00.0$浆砌石台阶恢复（利用拆除料）$193.13$未计价装置性材料费$505[主材费]E$505$E$36税金%9.017718.11594.63$浆砌石台阶恢复（利用拆除料）$193.13$税金$505A+B+C+D+EF$505$F$37扩大系数%0.019312.730.0$浆砌石台阶恢复（利用拆除料）$193.13$扩大系数$505A+B+C+D+E+FG$505$G$38工程单价元0.00.019313.0$浆砌石台阶恢复（利用拆除料）$193.13$工程单价$505A+B+C+D+E+F+G+H+I+J+KZ$505$Z$3综合单价元/m3193.13$浆砌石台阶恢复（利用拆除料）$193.13$100.0$单价行$505附件表八安装工程单价表单价编号29项目名称碎石垫层恢复（利用拆除料）定额编号Y30002T定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.02610.01$碎石垫层恢复（利用拆除料）$32.88$直接费$502A1+A2A$502$A$31.1基本直接费元0.00.02558.83$碎石垫层恢复（利用拆除料）$32.88$基本直接费$502A11+A12+A13A1$502$A1$31.1.1人工费元0.00.02558.83$碎石垫层恢复（利用拆除料）$32.88$人工费$502[人工费]A11$502$A11$3(1)技工工日0.6328120.075.94120.00.0$900010$120$A$502$A$5023198996(2)普工工日29.210585.02482.8985.00.0$900020$85$A$502$A$50231989971.1.2材料费元0.00.00.0$碎石垫层恢复（利用拆除料）$32.88$材料费$502[材料费]A12$502$A12$3(1)其他材料费%1.00.00.00.00.0$ST0999$0$B$502$B$50231989981.1.3机械使用费元0.00.00.0$碎石垫层恢复（利用拆除料）$32.88$机械使用费$502[机械费]A13$502$A13$31.2其他直接费%2.02558.8351.18$碎石垫层恢复（利用拆除料）$32.88$其他直接费$502A1A2$502$A2$32间接费%8.02610.01208.8$碎石垫层恢复（利用拆除料）$32.88$间接费$502AB$502$B$33利润%7.02818.81197.32$碎石垫层恢复（利用拆除料）$32.88$利润$502A+BC$502$C$34主材价差元0.00.00.0$碎石垫层恢复（利用拆除料）$32.88$主材价差$502[材料价差]D$502$D$35未计价装置性材料费元0.00.00.0$碎石垫层恢复（利用拆除料）$32.88$未计价装置性材料费$502[主材费]E$502$E$36税金%9.03016.13271.45$碎石垫层恢复（利用拆除料）$32.88$税金$502A+B+C+D+EF$502$F$37扩大系数%0.03287.580.0$碎石垫层恢复（利用拆除料）$32.88$扩大系数$502A+B+C+D+E+FG$502$G$38工程单价元0.00.03288.0$碎石垫层恢复（利用拆除料）$32.88$工程单价$502A+B+C+D+E+F+G+H+I+J+KZ$502$Z$3综合单价元/m332.88$碎石垫层恢复（利用拆除料）$32.88$100.0$单价行$502附件表八安装工程单价表单价编号30项目名称C25钢筋砼镇、支墩定额编号Y40089+Y40296×1.03+Y40323×1.03定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.028309.63$C25钢筋砼镇、支墩$481.17$直接费$294A1+A2A$294$A$51.1基本直接费元0.00.027754.54$C25钢筋砼镇、支墩$481.17$基本直接费$294A11+A12+A13A1$294$A1$51.1.1人工费元0.00.06466.34$C25钢筋砼镇、支墩$481.17$人工费$294[人工费]A11$294$A11$5(1)技工工日30.4256120.03651.07120.00.0$900010$120$A$294$A$2943198999(2)普工工日33.120885.02815.2785.00.0$900020$85$A$294$A$29431990001.1.2材料费元0.00.020275.68$C25钢筋砼镇、支墩$481.17$材料费$294[材料费]A12$294$A12$5(1)纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3103.0189.97519567.43292.113189.975$022-5$292.113$B$294$B$294P3199001(2)零星材料费元94.8514641.094.851.00.0$ST0998$1$B$294$B$2943199010(3)水m370.03.11217.73.110.0$403100218$3.11$B$294$B$2943199002(4)其他材料费元395.70241.0395.71.00.0$ST0999$1$B$294$B$29431990061.1.3机械使用费元0.00.01012.52$C25钢筋砼镇、支墩$481.17$机械使用费$294[机械费]A13$294$A13$5(1)搅拌机 0.4m3台班2.7604187.726518.2187.726187.726$2004$187.726$C$294$C$294J3199008(2)胶轮车台班20.58974.7597.84.754.75$3045$4.75$C$294$C$294J3199009(3)振动器 2.2kW台班3.2711.14336.4411.14311.143$2039$11.143$C$294$C$294J3199003(4)变频机组 8.5kVA台班1.6466.376108.8666.37666.376$2040$66.376$C$294$C$294J3199004(5)风水枪台班0.88216.734190.73216.734216.734$2067$216.734$C$294$C$294J3199005(6)其他机械费元60.48541.060.491.00.0$ST9999$1$C$294$C$29431990071.2其他直接费%2.027754.54555.09$C25钢筋砼镇、支墩$481.17$其他直接费$294A1A2$294$A2$52间接费%11.028309.633114.06$C25钢筋砼镇、支墩$481.17$间接费$294AB$294$B$53利润%7.031423.692199.66$C25钢筋砼镇、支墩$481.17$利润$294A+BC$294$C$54主材价差元0.00.010520.26$C25钢筋砼镇、支墩$481.17$主材价差$294[材料价差]D$294$D$5(1)水泥42.5kg32853.6010.0882891.120.3880.3$400100002$0.388$J$294$J$294[UsysHLCJ.cl_bcp]3199011(2)碎石 ≤4cmm381.318559.3924829.67129.39270.0$400500147$129.392$J$294$J$294[UsysHLCJ.cl_bcp]3199013(3)机制砂（用于混凝土、砂浆）m356.629449.4352799.47119.43570.0$B02972499$119.435$J$294$J$294[UsysHLCJ.cl_bcp]31990125未计价装置性材料费元0.00.00.0$C25钢筋砼镇、支墩$481.17$未计价装置性材料费$294[主材费]E$294$E$56税金%9.044143.613972.92$C25钢筋砼镇、支墩$481.17$税金$294A+B+C+D+EF$294$F$57扩大系数%0.048116.530.0$C25钢筋砼镇、支墩$481.17$扩大系数$294A+B+C+D+E+FG$294$G$58工程单价元0.00.048117.0$C25钢筋砼镇、支墩$481.17$工程单价$294A+B+C+D+E+F+G+H+I+J+KZ$294$Z$5综合单价元/m3481.17$C25钢筋砼镇、支墩$481.17$100.0$单价行$294附件表八安装工程单价表单价编号31项目名称畜力转运混凝土（运距200m）定额编号BC004定额单位m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.084.18$畜力转运混凝土（运距200m）$84.18$直接费$715A1+A2A$715$A$151.1基本直接费元0.00.084.18$畜力转运混凝土（运距200m）$84.18$基本直接费$715A11+A12+A13A1$715$A1$151.1.1人工费元0.00.00.0$畜力转运混凝土（运距200m）$84.18$人工费$715[人工费]A11$715$A11$151.1.2材料费元0.00.084.18$畜力转运混凝土（运距200m）$84.18$材料费$715[材料费]A12$715$A12$15(1)畜力转运混凝土（运距200m）m31.084.1884.1884.180.0$B01132725$84.18$B$715$B$71530941.1.3机械使用费元0.00.00.0$畜力转运混凝土（运距200m）$84.18$机械使用费$715[机械费]A13$715$A13$151.2其他直接费%0.084.180.0$畜力转运混凝土（运距200m）$84.18$其他直接费$715A1A2$715$A2$152间接费%0.084.180.0$畜力转运混凝土（运距200m）$84.18$间接费$715AB$715$B$153利润%0.084.180.0$畜力转运混凝土（运距200m）$84.18$利润$715A+BC$715$C$154主材价差元0.00.00.0$畜力转运混凝土（运距200m）$84.18$主材价差$715[材料价差]D$715$D$155未计价装置性材料费元0.00.00.0$畜力转运混凝土（运距200m）$84.18$未计价装置性材料费$715[主材费]E$715$E$156税金%0.084.180.0$畜力转运混凝土（运距200m）$84.18$税金$715A+B+C+D+EF$715$F$157扩大系数%0.084.180.0$畜力转运混凝土（运距200m）$84.18$扩大系数$715A+B+C+D+E+FG$715$G$158工程单价元0.00.084.18$畜力转运混凝土（运距200m）$84.18$工程单价$715A+B+C+D+E+F+G+H+I+J+KZ$715$Z$15综合单价元/m384.18$畜力转运混凝土（运距200m）$84.18$1.0$单价行$715附件表八安装工程单价表单价编号32项目名称畜力转运模板（运距200m）定额编号Y90125+Y90131×2定额单位100m30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.06275.69$畜力转运模板（运距200m）$77.59$直接费$635A1+A2A$635$A$101.1基本直接费元0.00.06152.64$畜力转运模板（运距200m）$77.59$基本直接费$635A11+A12+A13A1$635$A1$101.1.1人工费元0.00.06052.0$畜力转运模板（运距200m）$77.59$人工费$635[人工费]A11$635$A11$10(1)畜力工日71.285.06052.085.00.0$900030$85$A$635$A$63531990141.1.2材料费元0.00.0100.64$畜力转运模板（运距200m）$77.59$材料费$635[材料费]A12$635$A12$10(1)零星材料费元100.641.0100.641.00.0$ST0998$1$B$635$B$63531990151.1.3机械使用费元0.00.00.0$畜力转运模板（运距200m）$77.59$机械使用费$635[机械费]A13$635$A13$101.2其他直接费%2.06152.64123.05$畜力转运模板（运距200m）$77.59$其他直接费$635A1A2$635$A2$102间接费%6.06275.69376.54$畜力转运模板（运距200m）$77.59$间接费$635AB$635$B$103利润%7.06652.23465.66$畜力转运模板（运距200m）$77.59$利润$635A+BC$635$C$104主材价差元0.00.00.0$畜力转运模板（运距200m）$77.59$主材价差$635[材料价差]D$635$D$105未计价装置性材料费元0.00.00.0$畜力转运模板（运距200m）$77.59$未计价装置性材料费$635[主材费]E$635$E$106税金%9.07117.****0.61$畜力转运模板（运距200m）$77.59$税金$635A+B+C+D+EF$635$F$107扩大系数%0.07758.50.0$畜力转运模板（运距200m）$77.59$扩大系数$635A+B+C+D+E+FG$635$G$108工程单价元0.00.07759.0$畜力转运模板（运距200m）$77.59$工程单价$635A+B+C+D+E+F+G+H+I+J+KZ$635$Z$10综合单价元/m377.59$畜力转运模板（运距200m）$77.59$100.0$单价行$635附件表八安装工程单价表单价编号33项目名称12mm弧形钢板定额编号40304018定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.07379.22$12mm弧形钢板$9122.77$直接费$345A1+A2A$345$A$101.1基本直接费元0.00.07234.53$12mm弧形钢板$9122.77$基本直接费$345A11+A12+A13A1$345$A1$101.1.1人工费元0.00.03096.41$12mm弧形钢板$9122.77$人工费$345[人工费]A11$345$A11$10(1)定额人工费元3062.721.0113096.411.0110.0$000000018$1.011$A$345$A$34531990161.1.2材料费元0.00.03758.22$12mm弧形钢板$9122.77$材料费$345[材料费]A12$345$A12$10(1)电焊条结422φ3.2Kg29.136.86199.836.860.0$402700008$6.86$B$345$B$3453199017(2)钢板δ10～12Kg1055.03.2653444.583.2650.0$430100282$3.265$B$345$B$3453199018(3)乙炔气Kg3.5320.6272.7920.620.0$909660$20.62$B$345$B$3453199019(4)氧气m310.63.8741.023.870.0$904010$3.87$B$345$B$34531990201.1.3机械使用费元0.00.0379.9$12mm弧形钢板$9122.77$机械使用费$345[机械费]A13$345$A13$10(1)直流弧焊机容量32kV·A(房建)台班4.1190.204370.7490.20490.204$620210710$90.204$C$345$C$345J3199021(2)电焊条烘干箱450×350×450mm(房建)台班0.41116.2986.716.29816.298$620210741$16.298$C$345$C$345J3199022(3)钢筋切断机Φ40(房建)台班0.0641.072.4641.0741.07$620210464$41.07$C$345$C$345J31990231.2其他直接费%2.07234.53144.69$12mm弧形钢板$9122.77$其他直接费$345A1A2$345$A2$102间接费%6.07379.22442.75$12mm弧形钢板$9122.77$间接费$345AB$345$B$103利润%7.07821.97547.54$12mm弧形钢板$9122.77$利润$345A+BC$345$C$104主材价差元0.00.00.0$12mm弧形钢板$9122.77$主材价差$345[材料价差]D$345$D$105未计价装置性材料费元0.00.00.0$12mm弧形钢板$9122.77$未计价装置性材料费$345[主材费]E$345$E$106税金%9.08369.51753.26$12mm弧形钢板$9122.77$税金$345A+B+C+D+EF$345$F$107扩大系数%0.09122.770.0$12mm弧形钢板$9122.77$扩大系数$345A+B+C+D+E+FG$345$G$108工程单价元0.00.09122.77$12mm弧形钢板$9122.77$工程单价$345A+B+C+D+E+F+G+H+I+J+KZ$345$Z$10综合单价元/t9122.77$12mm弧形钢板$9122.77$1.0$单价行$345附件表八安装工程单价表单价编号34项目名称畜力转运钢材（运距200m）定额编号Y90127+Y90133×2定额单位100t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.08111.65$畜力转运钢材（运距200m）$100.28$直接费$630A1+A2A$630$A$101.1基本直接费元0.00.07952.6$畜力转运钢材（运距200m）$100.28$基本直接费$630A11+A12+A13A1$630$A1$101.1.1人工费元0.00.07888.0$畜力转运钢材（运距200m）$100.28$人工费$630[人工费]A11$630$A11$10(1)畜力工日92.885.07888.085.00.0$900030$85$A$630$A$63031990241.1.2材料费元0.00.064.6$畜力转运钢材（运距200m）$100.28$材料费$630[材料费]A12$630$A12$10(1)零星材料费元64.61.064.61.00.0$ST0998$1$B$630$B$63031990251.1.3机械使用费元0.00.00.0$畜力转运钢材（运距200m）$100.28$机械使用费$630[机械费]A13$630$A13$101.2其他直接费%2.07952.6159.05$畜力转运钢材（运距200m）$100.28$其他直接费$630A1A2$630$A2$102间接费%6.08111.65486.7$畜力转运钢材（运距200m）$100.28$间接费$630AB$630$B$103利润%7.08598.35601.88$畜力转运钢材（运距200m）$100.28$利润$630A+BC$630$C$104主材价差元0.00.00.0$畜力转运钢材（运距200m）$100.28$主材价差$630[材料价差]D$630$D$105未计价装置性材料费元0.00.00.0$畜力转运钢材（运距200m）$100.28$未计价装置性材料费$630[主材费]E$630$E$106税金%9.09200.23828.02$畜力转运钢材（运距200m）$100.28$税金$630A+B+C+D+EF$630$F$107扩大系数%0.010028.250.0$畜力转运钢材（运距200m）$100.28$扩大系数$630A+B+C+D+E+FG$630$G$108工程单价元0.00.010028.0$畜力转运钢材（运距200m）$100.28$工程单价$630A+B+C+D+E+F+G+H+I+J+KZ$630$Z$10综合单价元/t100.28$畜力转运钢材（运距200m）$100.28$100.0$单价行$630附件表八安装工程单价表单价编号35项目名称3mm橡胶板定额编号40307091定额单位dm30.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.079.68$3mm橡胶板$98.5$直接费$347A1+A2A$347$A$101.1基本直接费元0.00.078.12$3mm橡胶板$98.5$基本直接费$347A11+A12+A13A1$347$A1$101.1.1人工费元0.00.08.12$3mm橡胶板$98.5$人工费$347[人工费]A11$347$A11$10(1)定额人工费元8.031.0118.121.0110.0$000000018$1.011$A$347$A$34731990261.1.2材料费元0.00.070.0$3mm橡胶板$98.5$材料费$347[材料费]A12$347$A12$10(1)板式橡胶支座cm31000.00.0770.00.070.0$402101001$0.07$B$347$B$34731990271.1.3机械使用费元0.00.00.0$3mm橡胶板$98.5$机械使用费$347[机械费]A13$347$A13$101.2其他直接费%2.078.121.56$3mm橡胶板$98.5$其他直接费$347A1A2$347$A2$102间接费%6.079.684.78$3mm橡胶板$98.5$间接费$347AB$347$B$103利润%7.084.465.91$3mm橡胶板$98.5$利润$347A+BC$347$C$104主材价差元0.00.00.0$3mm橡胶板$98.5$主材价差$347[材料价差]D$347$D$105未计价装置性材料费元0.00.00.0$3mm橡胶板$98.5$未计价装置性材料费$347[主材费]E$347$E$106税金%9.090.378.13$3mm橡胶板$98.5$税金$347A+B+C+D+EF$347$F$107扩大系数%0.098.50.0$3mm橡胶板$98.5$扩大系数$347A+B+C+D+E+FG$347$G$108工程单价元0.00.098.5$3mm橡胶板$98.5$工程单价$347A+B+C+D+E+F+G+H+I+J+KZ$347$Z$10综合单价元/dm398.5$3mm橡胶板$98.5$1.0$单价行$347附件表八安装工程单价表单价编号36项目名称DN850钢管 壁厚8mm定额编号Y14120×0.169+Y18195定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.056149.34$DN850钢管 壁厚8mm$834.71$直接费$751A1+A2A$751$A$111.1基本直接费元0.00.055048.37$DN850钢管 壁厚8mm$834.71$基本直接费$751A11+A12+A13A1$751$A1$111.1.1人工费元0.00.025526.95$DN850钢管 壁厚8mm$834.71$人工费$751[人工费]A11$751$A11$11(1)技工工日170.77120.020492.4120.00.0$900010$120$A$751$A$7513199028(2)普工工日59.2385.05034.5585.00.0$900020$85$A$751$A$75131990291.1.2材料费元0.00.017994.35$DN850钢管 壁厚8mm$834.71$材料费$751[材料费]A12$751$A12$11(1)钢板kg422.53.2651379.463.2650.0$902280$3.265$B$751$B$7513199030(2)法兰截止阀 J41T-16DN50个0.03130.673.92130.670.0$923600$130.67$B$751$B$7513199048(3)型钢kg912.63.0932822.673.0930.0$903930$3.093$B$751$B$7513199031(4)平焊法兰 PN1.6MPaDN50片0.0316.230.4916.230.0$923610$16.23$B$751$B$7513199049(5)钢轨kg1030.94.875020.484.870.0$902690$4.87$B$751$B$7513199032(6)镀锌钢管 DN50m1.6320.23232.9820.2320.0$923620$20.232$B$751$B$7513199050(7)钢板 δ10-12kg8.383.26527.363.2650.0$430100282$3.265$B$751$B$7513199051(8)氧气m3146.643.87567.53.870.0$904010$3.87$B$751$B$7513199033(9)乙炔气m349.0127.491347.2827.490.0$904050$27.49$B$751$B$7513199034(10)带帽带垫螺栓kg2.056.5513.436.550.0$923640$6.55$B$751$B$7513199052(11)石棉橡胶板 δ1-6kg3.73.6413.473.640.0$20201528$3.64$B$751$B$7513199053(12)电焊条kg219.74.981094.114.980.0$901450$4.98$B$751$B$7513199035(13)电焊条 结422Φ3.2kg1.856.8612.696.860.0$402700008$6.86$B$751$B$7513199054(14)油漆kg38.8714.05546.1214.050.0$904080$14.05$B$751$B$7513199036(15)板枋材m30.6761289.6871.771289.60.0$901850$1289.6$B$751$B$7513199037(16)乙炔气kg0.4320.628.8720.620.0$909660$20.62$B$751$B$7513199055(17)电kw·h1064.70.73777.230.730.0$909880$0.73$B$751$B$7513199038(18)水m386.353.11268.553.110.0$403100218$3.11$B$751$B$7513199056(19)碳精棒根287.36.721930.666.720.0$903300$6.72$B$751$B$7513199039(20)探伤材料张96.334.27411.334.270.0$903290$4.27$B$751$B$7513199040(21)其他材料费元843.98271.0843.981.00.0$ST0999$1$B$751$B$75131990461.1.3机械使用费元0.00.011527.07$DN850钢管 壁厚8mm$834.71$机械使用费$751[机械费]A13$751$A13$11(1)直流弧焊机 功率20kW台班0.1667.5510.8167.5567.55$8076$67.55$C$751$C$751J3199057(2)汽车起重机 10t台班7.098515.693660.37638.181515.69$4047$638.181$C$751$C$751J3199041(3)试压泵 压力25MPa台班0.53157.09983.26157.099157.099$8060$157.099$C$751$C$751J3199058(4)卷扬机 单筒慢速 起重量（5t）台班11.154169.0181885.23169.018169.018$4098$169.018$C$751$C$751J3199042(5)电焊条烘干箱 容积600×500×750台班0.0225.2450.525.24525.245$8126$25.245$C$751$C$751J3199059(6)电焊机 (直流) 30kW台班28.22398.232772.3598.2398.23$8077$98.23$C$751$C$751J3199043(7)立式钻床 钻孔直径25mm台班0.1133.7713.38133.77133.77$8116$133.77$C$751$C$751J3199060(8)载重汽车 5t台班4.394381.11674.55517.828381.1$3004$517.828$C$751$C$751J3199044(9)汽车式起重机 提升质量8t台班0.05471.623.58594.091471.6$4046$594.091$C$751$C$751J3199061(10)X光探伤机 TX-2505台班5.07169.704860.4169.704169.704$8147$169.704$C$751$C$751J3199045(11)其他机械费元542.64211.0542.641.00.0$ST9999$1$C$751$C$75131990471.2其他直接费%2.055048.371100.97$DN850钢管 壁厚8mm$834.71$其他直接费$751A1A2$751$A2$112间接费%55.025526.9514039.82$DN850钢管 壁厚8mm$834.71$间接费$751A11B$751$B$110.00.00.0附件表八安装工程单价表单价编号36项目名称DN850钢管 壁厚8mm定额编号Y14120×0.169+Y18195定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识13利润%7.070189.164913.24$DN850钢管 壁厚8mm$834.71$利润$751A+BC$751$C$114主材价差元0.00.01476.35$DN850钢管 壁厚8mm$834.71$主材价差$751[材料价差]D$751$D$11(1)柴油kg248.03563.53875.577.033.5$480100002$7.03$J$751$J$751[UsysHLCJ.cl_bcp]3199062(2)汽油kg142.36564.22600.788.724.5$480100028$8.72$J$751$J$751[UsysHLCJ.cl_bcp]31990635未计价装置性材料费元0.00.00.0$DN850钢管 壁厚8mm$834.71$未计价装置性材料费$751[主材费]E$751$E$116税金%9.076578.756892.09$DN850钢管 壁厚8mm$834.71$税金$751A+B+C+D+EF$751$F$117扩大系数%0.083470.840.0$DN850钢管 壁厚8mm$834.71$扩大系数$751A+B+C+D+E+FG$751$G$118工程单价元0.00.083471.0$DN850钢管 壁厚8mm$834.71$工程单价$751A+B+C+D+E+F+G+H+I+J+KZ$751$Z$11综合单价元/m834.71$DN850钢管 壁厚8mm$834.71$100.0$单价行$751附件表八安装工程单价表单价编号37项目名称DN850钢管 壁厚12mm定额编号Y14122×0.255+Y18195定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.071449.03$DN850钢管 壁厚12mm$1052.47$直接费$753A1+A2A$753$A$111.1基本直接费元0.00.070048.07$DN850钢管 壁厚12mm$1052.47$基本直接费$753A11+A12+A13A1$753$A1$111.1.1人工费元0.00.031041.55$DN850钢管 壁厚12mm$1052.47$人工费$753[人工费]A11$753$A11$11(1)技工工日207.46120.024895.2120.00.0$900010$120$A$753$A$7533199064(2)普工工日72.3185.06146.3585.00.0$900020$85$A$753$A$75331990651.1.2材料费元0.00.023347.87$DN850钢管 壁厚12mm$1052.47$材料费$753[材料费]A12$753$A12$11(1)钢板kg535.53.2651748.413.2650.0$902280$3.265$B$753$B$7533199066(2)法兰截止阀 J41T-16DN50个0.03130.673.92130.670.0$923600$130.67$B$753$B$7533199084(3)型钢kg1147.53.0933549.223.0930.0$903930$3.093$B$753$B$7533199067(4)平焊法兰 PN1.6MPaDN50片0.0316.230.4916.230.0$923610$16.23$B$753$B$7533199085(5)钢轨kg1275.04.876209.254.870.0$902690$4.87$B$753$B$7533199068(6)镀锌钢管 DN50m1.6320.23232.9820.2320.0$923620$20.232$B$753$B$7533199086(7)钢板 δ10-12kg8.383.26527.363.2650.0$430100282$3.265$B$753$B$7533199087(8)氧气m3184.93.87715.563.870.0$904010$3.87$B$753$B$7533199069(9)乙炔气m363.7527.491752.4927.490.0$904050$27.49$B$753$B$7533199070(10)带帽带垫螺栓kg2.056.5513.436.550.0$923640$6.55$B$753$B$7533199088(11)石棉橡胶板 δ1-6kg3.73.6413.473.640.0$20201528$3.64$B$753$B$7533199089(12)电焊条kg357.04.981777.864.980.0$901450$4.98$B$753$B$7533199071(13)电焊条 结422Φ3.2kg1.856.8612.696.860.0$402700008$6.86$B$753$B$7533199090(14)油漆kg45.914.05644.914.050.0$904080$14.05$B$753$B$7533199072(15)板枋材m31.021289.61315.391289.60.0$901850$1289.6$B$753$B$7533199073(16)乙炔气kg0.4320.628.8720.620.0$909660$20.62$B$753$B$7533199091(17)电kw·h1453.50.731061.060.730.0$909880$0.73$B$753$B$7533199074(18)水m386.353.11268.553.110.0$403100218$3.11$B$753$B$7533199092(19)碳精棒根382.56.722570.46.720.0$903300$6.72$B$753$B$7533199075(20)探伤材料张122.44.27522.654.270.0$903290$4.27$B$753$B$7533199076(21)其他材料费元1098.92311.01098.921.00.0$ST0999$1$B$753$B$75331990821.1.3机械使用费元0.00.015658.65$DN850钢管 壁厚12mm$1052.47$机械使用费$753[机械费]A13$753$A13$11(1)直流弧焊机 功率20kW台班0.1667.5510.8167.5567.55$8076$67.55$C$753$C$753J3199093(2)汽车起重机 10t台班8.415515.694339.53638.181515.69$4047$638.181$C$753$C$753J3199077(3)试压泵 压力25MPa台班0.53157.09983.26157.099157.099$8060$157.099$C$753$C$753J3199094(4)卷扬机 单筒慢速 起重量（5t）台班15.3169.0182585.98169.018169.018$4098$169.018$C$753$C$753J3199078(5)电焊条烘干箱 容积600×500×750台班0.0225.2450.525.24525.245$8126$25.245$C$753$C$753J3199095(6)电焊机 (直流) 30kW台班45.3998.234458.6698.2398.23$8077$98.23$C$753$C$753J3199079(7)立式钻床 钻孔直径25mm台班0.1133.7713.38133.77133.77$8116$133.77$C$753$C$753J3199096(8)载重汽车 5t台班5.865381.12235.15517.828381.1$3004$517.828$C$753$C$753J3199080(9)汽车式起重机 提升质量8t台班0.05471.623.58594.091471.6$4046$594.091$C$753$C$753J3199097(10)X光探伤机 TX-2505台班6.885169.7041168.41169.704169.704$8147$169.704$C$753$C$753J3199081(11)其他机械费元739.385251.0739.391.00.0$ST9999$1$C$753$C$75331990831.2其他直接费%2.070048.071400.96$DN850钢管 壁厚12mm$1052.47$其他直接费$753A1A2$753$A2$112间接费%55.031041.5517072.85$DN850钢管 壁厚12mm$1052.47$间接费$753A11B$753$B$110.00.00.0附件表八安装工程单价表单价编号37项目名称DN850钢管 壁厚12mm定额编号Y14122×0.255+Y18195定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识13利润%7.088521.886196.53$DN850钢管 壁厚12mm$1052.47$利润$753A+BC$753$C$114主材价差元0.00.01838.8$DN850钢管 壁厚12mm$1052.47$主材价差$753[材料价差]D$753$D$11(1)柴油kg293.73553.531036.897.033.5$480100002$7.03$J$753$J$753[UsysHLCJ.cl_bcp]3199098(2)汽油kg190.0264.22801.918.724.5$480100028$8.72$J$753$J$753[UsysHLCJ.cl_bcp]31990995未计价装置性材料费元0.00.00.0$DN850钢管 壁厚12mm$1052.47$未计价装置性材料费$753[主材费]E$753$E$116税金%9.096557.218690.15$DN850钢管 壁厚12mm$1052.47$税金$753A+B+C+D+EF$753$F$117扩大系数%0.0105247.360.0$DN850钢管 壁厚12mm$1052.47$扩大系数$753A+B+C+D+E+FG$753$G$118工程单价元0.00.0105247.0$DN850钢管 壁厚12mm$1052.47$工程单价$753A+B+C+D+E+F+G+H+I+J+KZ$753$Z$11综合单价元/m1052.47$DN850钢管 壁厚12mm$1052.47$100.0$单价行$753附件表八安装工程单价表单价编号38项目名称DN850钢管 壁厚14mm定额编号Y14123×0.298+Y18195定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.077358.7$DN850钢管 壁厚14mm$1140.38$直接费$755A1+A2A$755$A$111.1基本直接费元0.00.075841.86$DN850钢管 壁厚14mm$1140.38$基本直接费$755A11+A12+A13A1$755$A1$111.1.1人工费元0.00.033861.8$DN850钢管 壁厚14mm$1140.38$人工费$755[人工费]A11$755$A11$11(1)技工工日226.96120.027235.2120.00.0$900010$120$A$755$A$7553199100(2)普工工日77.9685.06626.685.00.0$900020$85$A$755$A$75531991011.1.2材料费元0.00.024852.13$DN850钢管 壁厚14mm$1140.38$材料费$755[材料费]A12$755$A12$11(1)钢板kg536.43.2651751.353.2650.0$902280$3.265$B$755$B$7553199102(2)法兰截止阀 J41T-16DN50个0.03130.673.92130.670.0$923600$130.67$B$755$B$7553199120(3)型钢kg1192.03.0933686.863.0930.0$903930$3.093$B$755$B$7553199103(4)平焊法兰 PN1.6MPaDN50片0.0316.230.4916.230.0$923610$16.23$B$755$B$7553199121(5)钢轨kg1341.04.876530.674.870.0$902690$4.87$B$755$B$7553199104(6)镀锌钢管 DN50m1.6320.23232.9820.2320.0$923620$20.232$B$755$B$7553199122(7)钢板 δ10-12kg8.383.26527.363.2650.0$430100282$3.265$B$755$B$7553199123(8)氧气m3200.963.87777.723.870.0$904010$3.87$B$755$B$7553199105(9)乙炔气m365.5627.491802.2427.490.0$904050$27.49$B$755$B$7553199106(10)带帽带垫螺栓kg2.056.5513.436.550.0$923640$6.55$B$755$B$7553199124(11)石棉橡胶板 δ1-6kg3.73.6413.473.640.0$20201528$3.64$B$755$B$7553199125(12)电焊条kg447.04.982226.064.980.0$901450$4.98$B$755$B$7553199107(13)电焊条 结422Φ3.2kg1.856.8612.696.860.0$402700008$6.86$B$755$B$7553199126(14)油漆kg44.714.05628.0414.050.0$904080$14.05$B$755$B$7553199108(15)板枋材m31.1921289.61537.21289.60.0$901850$1289.6$B$755$B$7553199109(16)乙炔气kg0.4320.628.8720.620.0$909660$20.62$B$755$B$7553199127(17)电kw·h1639.00.731196.470.730.0$909880$0.73$B$755$B$7553199110(18)水m386.353.11268.553.110.0$403100218$3.11$B$755$B$7553199128(19)碳精棒根387.46.722603.336.720.0$903300$6.72$B$755$B$7553199111(20)探伤材料张131.124.27559.884.270.0$903290$4.27$B$755$B$7553199112(21)其他材料费元1170.549751.01170.551.00.0$ST0999$1$B$755$B$75531991181.1.3机械使用费元0.00.017127.93$DN850钢管 壁厚14mm$1140.38$机械使用费$755[机械费]A13$755$A13$11(1)直流弧焊机 功率20kW台班0.1667.5510.8167.5567.55$8076$67.55$C$755$C$755J3199129(2)汽车起重机 10t台班8.642515.694456.59638.181515.69$4047$638.181$C$755$C$755J3199113(3)试压泵 压力25MPa台班0.53157.09983.26157.099157.099$8060$157.099$C$755$C$755J3199130(4)卷扬机 单筒慢速 起重量（5t）台班17.284169.0182921.31169.018169.018$4098$169.018$C$755$C$755J3199114(5)电焊条烘干箱 容积600×500×750台班0.0225.2450.525.24525.245$8126$25.245$C$755$C$755J3199131(6)电焊机 (直流) 30kW台班53.04498.235210.5198.2398.23$8077$98.23$C$755$C$755J3199115(7)立式钻床 钻孔直径25mm台班0.1133.7713.38133.77133.77$8116$133.77$C$755$C$755J3199132(8)载重汽车 5t台班6.258381.12384.92517.828381.1$3004$517.828$C$755$C$755J3199116(9)汽车式起重机 提升质量8t台班0.05471.623.58594.091471.6$4046$594.091$C$755$C$755J3199133(10)X光探伤机 TX-2505台班7.152169.7041213.72169.704169.704$8147$169.704$C$755$C$755J3199117(11)其他机械费元809.35311.0809.351.00.0$ST9999$1$C$755$C$75531991191.2其他直接费%2.075841.861516.84$DN850钢管 壁厚14mm$1140.38$其他直接费$755A1A2$755$A2$112间接费%55.033861.818623.99$DN850钢管 壁厚14mm$1140.38$间接费$755A11B$755$B$110.00.00.0附件表八安装工程单价表单价编号38项目名称DN850钢管 壁厚14mm定额编号Y14123×0.298+Y18195定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识13利润%7.095982.696718.79$DN850钢管 壁厚14mm$1140.38$利润$755A+BC$755$C$114主材价差元0.00.01920.33$DN850钢管 壁厚14mm$1140.38$主材价差$755[材料价差]D$755$D$11(1)柴油kg301.61243.531064.697.033.5$480100002$7.03$J$755$J$755[UsysHLCJ.cl_bcp]3199134(2)汽油kg202.75924.22855.648.724.5$480100028$8.72$J$755$J$755[UsysHLCJ.cl_bcp]31991355未计价装置性材料费元0.00.00.0$DN850钢管 壁厚14mm$1140.38$未计价装置性材料费$755[主材费]E$755$E$116税金%9.0104621.819415.96$DN850钢管 壁厚14mm$1140.38$税金$755A+B+C+D+EF$755$F$117扩大系数%0.0114037.770.0$DN850钢管 壁厚14mm$1140.38$扩大系数$755A+B+C+D+E+FG$755$G$118工程单价元0.00.0114038.0$DN850钢管 壁厚14mm$1140.38$工程单价$755A+B+C+D+E+F+G+H+I+J+KZ$755$Z$11综合单价元/m1140.38$DN850钢管 壁厚14mm$1140.38$100.0$单价行$755附件表八安装工程单价表单价编号39项目名称DN400钢管 壁厚8mm定额编号Y14108×0.08+Y18191定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.034920.04$DN400钢管 壁厚8mm$514.67$直接费$757A1+A2A$757$A$111.1基本直接费元0.00.034235.33$DN400钢管 壁厚8mm$514.67$基本直接费$757A11+A12+A13A1$757$A1$111.1.1人工费元0.00.014993.35$DN400钢管 壁厚8mm$514.67$人工费$757[人工费]A11$757$A11$11(1)技工工日100.67120.012080.4120.00.0$900010$120$A$757$A$7573199136(2)普工工日34.2785.02912.9585.00.0$900020$85$A$757$A$75731991371.1.2材料费元0.00.012483.76$DN400钢管 壁厚8mm$514.67$材料费$757[材料费]A12$757$A12$11(1)钢板kg256.03.265835.843.2650.0$902280$3.265$B$757$B$7573199138(2)法兰截止阀 J41T-16DN50个0.03130.673.92130.670.0$923600$130.67$B$757$B$7573199156(3)型钢kg520.03.0931608.363.0930.0$903930$3.093$B$757$B$7573199139(4)平焊法兰 PN1.6MPaDN50片0.0116.230.1616.230.0$923610$16.23$B$757$B$7573199157(5)钢轨kg576.04.872805.124.870.0$902690$4.87$B$757$B$7573199140(6)镀锌钢管 DN50m0.8220.23216.5920.2320.0$923620$20.232$B$757$B$7573199158(7)氧气m362.923.87243.53.870.0$904010$3.87$B$757$B$7573199141(8)钢板 δ4.5-8kg3.793.98715.113.9870.0$923630$3.987$B$757$B$7573199159(9)乙炔气m327.227.49747.7327.490.0$904050$27.49$B$757$B$7573199142(10)带帽带垫螺栓kg0.676.554.396.550.0$923640$6.55$B$757$B$7573199160(11)石棉橡胶板 δ1-6kg2.13.647.643.640.0$20201528$3.64$B$757$B$7573199161(12)电焊条kg112.04.98557.764.980.0$901450$4.98$B$757$B$7573199143(13)电焊条 结422Φ3.2kg0.486.863.296.860.0$402700008$6.86$B$757$B$7573199162(14)油漆kg25.614.05359.6814.050.0$904080$14.05$B$757$B$7573199144(15)板枋材m32.41289.63095.041289.60.0$901850$1289.6$B$757$B$7573199145(16)乙炔气kg0.1720.623.5120.620.0$909660$20.62$B$757$B$7573199163(17)电kw·h520.00.73379.60.730.0$909880$0.73$B$757$B$7573199146(18)水m313.823.1142.983.110.0$403100218$3.11$B$757$B$7573199164(19)碳精棒根144.06.72967.686.720.0$903300$6.72$B$757$B$7573199147(20)探伤材料张45.64.27194.714.270.0$903290$4.27$B$757$B$7573199148(21)其他材料费元591.151.0591.151.00.0$ST0999$1$B$757$B$75731991541.1.3机械使用费元0.00.06758.22$DN400钢管 壁厚8mm$514.67$机械使用费$757[机械费]A13$757$A13$11(1)直流弧焊机 功率20kW台班0.167.556.7667.5567.55$8076$67.55$C$757$C$757J3199165(2)汽车起重机 10t台班3.76515.691938.99638.181515.69$4047$638.181$C$757$C$757J3199149(3)试压泵 压力25MPa台班0.31157.09948.7157.099157.099$8060$157.099$C$757$C$757J3199166(4)卷扬机 单筒慢速 起重量（5t）台班5.6169.018946.5169.018169.018$4098$169.018$C$757$C$757J3199150(5)电焊条烘干箱 容积600×500×750台班0.0125.2450.2525.24525.245$8126$25.245$C$757$C$757J3199167(6)电焊机 (直流) 30kW台班15.1298.231485.2498.2398.23$8077$98.23$C$757$C$757J3199151(7)立式钻床 钻孔直径25mm台班0.05133.776.69133.77133.77$8116$133.77$C$757$C$757J3199168(8)载重汽车 5t台班4.16381.11585.38517.828381.1$3004$517.828$C$757$C$757J3199152(9)X光探伤机 TX-2505台班2.48169.704420.87169.704169.704$8147$169.704$C$757$C$757J3199153(10)其他机械费元318.8441.0318.841.00.0$ST9999$1$C$757$C$75731991551.2其他直接费%2.034235.33684.71$DN400钢管 壁厚8mm$514.67$其他直接费$757A1A2$757$A2$112间接费%55.014993.358246.34$DN400钢管 壁厚8mm$514.67$间接费$757A11B$757$B$113利润%7.043166.383021.65$DN400钢管 壁厚8mm$514.67$利润$757A+BC$757$C$110.00.00.0附件表八安装工程单价表单价编号39项目名称DN400钢管 壁厚8mm定额编号Y14108×0.08+Y18191定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识14主材价差元0.00.01029.36$DN400钢管 壁厚8mm$514.67$主材价差$757[材料价差]D$757$D$11(1)柴油kg130.4723.53460.577.033.5$480100002$7.03$J$757$J$757[UsysHLCJ.cl_bcp]3199169(2)汽油kg134.7844.22568.798.724.5$480100028$8.72$J$757$J$757[UsysHLCJ.cl_bcp]31991705未计价装置性材料费元0.00.00.0$DN400钢管 壁厚8mm$514.67$未计价装置性材料费$757[主材费]E$757$E$116税金%9.047217.394249.57$DN400钢管 壁厚8mm$514.67$税金$757A+B+C+D+EF$757$F$117扩大系数%0.051466.960.0$DN400钢管 壁厚8mm$514.67$扩大系数$757A+B+C+D+E+FG$757$G$118工程单价元0.00.051467.0$DN400钢管 壁厚8mm$514.67$工程单价$757A+B+C+D+E+F+G+H+I+J+KZ$757$Z$11综合单价元/m514.67$DN400钢管 壁厚8mm$514.67$100.0$单价行$757附件表八安装工程单价表单价编号40项目名称钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）定额编号31103254T+31103256T定额单位m20.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.032.34$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$直接费$372A1+A2A$372$A$121.1基本直接费元0.00.031.71$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$基本直接费$372A11+A12+A13A1$372$A1$121.1.1人工费元0.00.03.27$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$人工费$372[人工费]A11$372$A11$12(1)定额人工费元3.231.0113.271.0110.0$000000018$1.011$A$372$A$37231991711.1.2材料费元0.00.022.97$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$材料费$372[材料费]A12$372$A12$12(1)铁砂布0#～2#张0.40.810.320.810.0$402300265$0.81$B$372$B$3723199172(2)IPN8710-2B涂料kg0.48237.7718.2137.770.0$B00533460$37.77$B$372$B$3723199173(3)涂料稀释剂IPN8710kg0.2417.04.0817.00.0$B00354759$17$B$372$B$3723199174(4)破布Kg0.0555.80.325.80.0$402500077$5.8$B$372$B$3723199175(5)其他材料费元0.038641.00.041.00.0$403100249$1$B$372$B$37231991761.1.3机械使用费元0.00.05.47$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$机械使用费$372[机械费]A13$372$A13$12(1)轴流通风机功率 7.5kW(房建)台班0.03441.0211.3941.02141.021$620210859$41.021$C$372$C$372J3199177(2)电动空气压缩机3m3/min(房建)台班0.034119.8644.08119.864119.864$620210766$119.864$C$372$C$372J31991781.2其他直接费%2.031.710.63$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$其他直接费$372A1A2$372$A2$122间接费%70.03.272.29$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$间接费$372A11B$372$B$123利润%7.034.632.42$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$利润$372A+BC$372$C$124主材价差元0.00.00.0$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$主材价差$372[材料价差]D$372$D$125未计价装置性材料费元0.00.00.0$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$未计价装置性材料费$372[主材费]E$372$E$126税金%9.037.053.33$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$税金$372A+B+C+D+EF$372$F$127扩大系数%0.040.380.0$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$扩大系数$372A+B+C+D+E+FG$372$G$128工程单价元0.00.040.38$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$工程单价$372A+B+C+D+E+F+G+H+I+J+KZ$372$Z$12综合单价元/m240.38$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$1.0$单价行$372附件表八安装工程单价表单价编号41项目名称钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）定额编号31103254T+31103256T+31103243T定额单位m20.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.039.77$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$直接费$375A1+A2A$375$A$121.1基本直接费元0.00.038.99$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$基本直接费$375A11+A12+A13A1$375$A1$121.1.1人工费元0.00.08.02$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$人工费$375[人工费]A11$375$A11$12(1)定额人工费元7.931.0118.021.0110.0$000000018$1.011$A$375$A$37531991791.1.2材料费元0.00.025.5$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$材料费$375[材料费]A12$375$A12$12(1)铁砂布0#～2#张0.40.810.320.810.0$402300265$0.81$B$375$B$3753199180(2)玻璃纤维布m21.41.291.811.290.0$470900045$1.29$B$375$B$3753199188(3)固化剂Kg0.07814.161.114.160.0$470700001$14.16$B$375$B$3753199189(4)IPN8710-3涂料kg0.2438.259.1838.250.0$B02442279$38.25$B$375$B$3753199187(5)IPN8710-1涂料kg0.24235.218.5235.210.0$B07434917$35.21$B$375$B$3753199181(6)涂料稀释剂IPN8710kg0.2417.04.0817.00.0$B00354759$17$B$375$B$3753199182(7)破布Kg0.0555.80.325.80.0$402500077$5.8$B$375$B$3753199183(8)其他材料费元0.16561.00.171.00.0$403100249$1$B$375$B$37531991841.1.3机械使用费元0.00.05.47$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$机械使用费$375[机械费]A13$375$A13$12(1)轴流通风机功率 7.5kW(房建)台班0.03441.0211.3941.02141.021$620210859$41.021$C$375$C$375J3199185(2)电动空气压缩机3m3/min(房建)台班0.034119.8644.08119.864119.864$620210766$119.864$C$375$C$375J31991861.2其他直接费%2.038.990.78$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$其他直接费$375A1A2$375$A2$122间接费%70.08.025.61$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$间接费$375A11B$375$B$123利润%7.045.383.18$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$利润$375A+BC$375$C$124主材价差元0.00.00.0$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$主材价差$375[材料价差]D$375$D$125未计价装置性材料费元0.00.00.0$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$未计价装置性材料费$375[主材费]E$375$E$126税金%9.048.564.37$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$税金$375A+B+C+D+EF$375$F$127扩大系数%0.052.930.0$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$扩大系数$375A+B+C+D+E+FG$375$G$128工程单价元0.00.052.93$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$工程单价$375A+B+C+D+E+F+G+H+I+J+KZ$375$Z$12综合单价元/m252.93$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$1.0$单价行$375附件表八安装工程单价表单价编号42项目名称原有DN400钢岔管拆除定额编号10116118定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0489.64$原有DN400钢岔管拆除$614.08$直接费$362A1+A2A$362$A$101.1基本直接费元0.00.0480.04$原有DN400钢岔管拆除$614.08$基本直接费$362A11+A12+A13A1$362$A1$101.1.1人工费元0.00.0327.18$原有DN400钢岔管拆除$614.08$人工费$362[人工费]A11$362$A11$10(1)定额人工费元323.621.011327.181.0110.0$000000018$1.011$A$362$A$36231991901.1.2材料费元0.00.00.0$原有DN400钢岔管拆除$614.08$材料费$362[材料费]A12$362$A12$101.1.3机械使用费元0.00.0152.86$原有DN400钢岔管拆除$614.08$机械使用费$362[机械费]A13$362$A13$10(1)氧割设备(房建)台班0.88112.9299.37112.920.0$611300188$112.92$C$362$C$3623199191(2)汽车式起重机8t(房建)台班0.08668.5753.49768.928668.57$620210213$768.928$C$362$C$362J31991921.2其他直接费%2.0480.049.6$原有DN400钢岔管拆除$614.08$其他直接费$362A1A2$362$A2$102间接费%6.0489.6429.38$原有DN400钢岔管拆除$614.08$间接费$362AB$362$B$103利润%7.0519.0236.33$原有DN400钢岔管拆除$614.08$利润$362A+BC$362$C$104主材价差元0.00.08.03$原有DN400钢岔管拆除$614.08$主材价差$362[材料价差]D$362$D$10(1)柴油kg2.27443.538.037.033.5$480100002$7.03$J$362$J$362[UsysHLCJ.cl_bcp]31991935未计价装置性材料费元0.00.00.0$原有DN400钢岔管拆除$614.08$未计价装置性材料费$362[主材费]E$362$E$106税金%9.0563.3850.7$原有DN400钢岔管拆除$614.08$税金$362A+B+C+D+EF$362$F$107扩大系数%0.0614.080.0$原有DN400钢岔管拆除$614.08$扩大系数$362A+B+C+D+E+FG$362$G$108工程单价元0.00.0614.08$原有DN400钢岔管拆除$614.08$工程单价$362A+B+C+D+E+F+G+H+I+J+KZ$362$Z$10综合单价元/t614.08$原有DN400钢岔管拆除$614.08$1.0$单价行$362附件表八安装工程单价表单价编号43项目名称DN400 钢制Y型对称岔管定额编号40802061T定额单位个0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.01359.68$DN400 钢制Y型对称岔管$1680.76$直接费$360A1+A2A$360$A$121.1基本直接费元0.00.01333.02$DN400 钢制Y型对称岔管$1680.76$基本直接费$360A11+A12+A13A1$360$A1$121.1.1人工费元0.00.0116.31$DN400 钢制Y型对称岔管$1680.76$人工费$360[人工费]A11$360$A11$12(1)定额人工费元115.041.011116.311.0110.0$000000018$1.011$A$360$A$36031991941.1.2材料费元0.00.01168.83$DN400 钢制Y型对称岔管$1680.76$材料费$360[材料费]A12$360$A12$12(1)棉纱Kg0.0545.220.285.220.0$402500003$5.22$B$360$B$3603199195(2)尼龙砂轮片φ100片0.2672.110.562.110.0$911610$2.11$B$360$B$3603199196(3)电kw·h0.520.730.380.730.0$909880$0.73$B$360$B$3603199197(4)角钢综合Kg0.23.2960.663.2960.0$430100204$3.296$B$360$B$3603199198(5)DN400 钢制Y型对称岔管个1.01127.411127.411127.410.0$B09680927$1127.41$B$360$B$3603199199(6)乙炔气Kg0.503720.6210.3920.620.0$909660$20.62$B$360$B$3603199200(7)氧气m31.5113.875.853.870.0$904010$3.87$B$360$B$3603199201(8)电焊条结422φ3.2Kg3.3976.8623.36.860.0$402700008$6.86$B$360$B$36031992021.1.3机械使用费元0.00.047.88$DN400 钢制Y型对称岔管$1680.76$机械使用费$360[机械费]A13$360$A13$12(1)直流弧焊机容量20kV·A(房建)台班0.635372.98446.3772.98472.984$620210709$72.984$C$360$C$360J3199203(2)电焊条烘干箱600×500×750mm(房建)台班0.058425.8641.5125.86425.864$620210743$25.864$C$360$C$360J31992041.2其他直接费%2.01333.0226.66$DN400 钢制Y型对称岔管$1680.76$其他直接费$360A1A2$360$A2$122间接费%70.0116.3181.42$DN400 钢制Y型对称岔管$1680.76$间接费$360A11B$360$B$123利润%7.01441.1100.88$DN400 钢制Y型对称岔管$1680.76$利润$360A+BC$360$C$124主材价差元0.00.00.0$DN400 钢制Y型对称岔管$1680.76$主材价差$360[材料价差]D$360$D$125未计价装置性材料费元0.00.00.0$DN400 钢制Y型对称岔管$1680.76$未计价装置性材料费$360[主材费]E$360$E$126税金%9.01541.98138.78$DN400 钢制Y型对称岔管$1680.76$税金$360A+B+C+D+EF$360$F$127扩大系数%0.01680.760.0$DN400 钢制Y型对称岔管$1680.76$扩大系数$360A+B+C+D+E+FG$360$G$128工程单价元0.00.01680.76$DN400 钢制Y型对称岔管$1680.76$工程单价$360A+B+C+D+E+F+G+H+I+J+KZ$360$Z$12综合单价元/个1680.76$DN400 钢制Y型对称岔管$1680.76$1.0$单价行$360附件表八安装工程单价表单价编号44项目名称钢管二次转运（运距200m）定额编号Y14215定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0228.04$钢管二次转运（运距200m）$342.26$直接费$723A1+A2A$723$A$121.1基本直接费元0.00.0223.57$钢管二次转运（运距200m）$342.26$基本直接费$723A11+A12+A13A1$723$A1$121.1.1人工费元0.00.093.45$钢管二次转运（运距200m）$342.26$人工费$723[人工费]A11$723$A11$12(1)技工工日0.63120.075.6120.00.0$900010$120$A$723$A$7233199205(2)普工工日0.2185.017.8585.00.0$900020$85$A$723$A$72331992061.1.2材料费元0.00.00.0$钢管二次转运（运距200m）$342.26$材料费$723[材料费]A12$723$A12$121.1.3机械使用费元0.00.0130.12$钢管二次转运（运距200m）$342.26$机械使用费$723[机械费]A13$723$A13$12(1)卷扬机 单筒慢速 起重量（5t）台班0.38169.01864.23169.018169.018$4098$169.018$C$723$C$723J3199207(2)门座式起重机 10/30t高架台班0.051317.865.891317.81317.8$4006$1317.8$C$723$C$723J31992081.2其他直接费%2.0223.574.47$钢管二次转运（运距200m）$342.26$其他直接费$723A1A2$723$A2$122间接费%70.093.4565.42$钢管二次转运（运距200m）$342.26$间接费$723A11B$723$B$123利润%7.0293.4620.54$钢管二次转运（运距200m）$342.26$利润$723A+BC$723$C$124主材价差元0.00.00.0$钢管二次转运（运距200m）$342.26$主材价差$723[材料价差]D$723$D$125未计价装置性材料费元0.00.00.0$钢管二次转运（运距200m）$342.26$未计价装置性材料费$723[主材费]E$723$E$126税金%9.0314.028.26$钢管二次转运（运距200m）$342.26$税金$723A+B+C+D+EF$723$F$127扩大系数%0.0342.260.0$钢管二次转运（运距200m）$342.26$扩大系数$723A+B+C+D+E+FG$723$G$128工程单价元0.00.0342.26$钢管二次转运（运距200m）$342.26$工程单价$723A+B+C+D+E+F+G+H+I+J+KZ$723$Z$12综合单价元/t342.26$钢管二次转运（运距200m）$342.26$1.0$单价行$723附件表八安装工程单价表单价编号45项目名称DN850钢管 壁厚10mm定额编号Y14121×0.212+Y18195定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.063448.93$DN850钢管 壁厚10mm$935.67$直接费$769A1+A2A$769$A$111.1基本直接费元0.00.062204.83$DN850钢管 壁厚10mm$935.67$基本直接费$769A11+A12+A13A1$769$A1$111.1.1人工费元0.00.027633.3$DN850钢管 壁厚10mm$935.67$人工费$769[人工费]A11$769$A11$11(1)技工工日185.78120.022293.6120.00.0$900010$120$A$769$A$7693199209(2)普工工日62.8285.05339.785.00.0$900020$85$A$769$A$76931992101.1.2材料费元0.00.020962.13$DN850钢管 壁厚10mm$935.67$材料费$769[材料费]A12$769$A12$11(1)钢板kg487.63.2651592.013.2650.0$902280$3.265$B$769$B$7693199211(2)法兰截止阀 J41T-16DN50个0.03130.673.92130.670.0$923600$130.67$B$769$B$7693199229(3)型钢kg1038.83.0933213.013.0930.0$903930$3.093$B$769$B$7693199212(4)平焊法兰 PN1.6MPaDN50片0.0316.230.4916.230.0$923610$16.23$B$769$B$7693199230(5)钢轨kg1166.04.875678.424.870.0$902690$4.87$B$769$B$7693199213(6)镀锌钢管 DN50m1.6320.23232.9820.2320.0$923620$20.232$B$769$B$7693199231(7)钢板 δ10-12kg8.383.26527.363.2650.0$430100282$3.265$B$769$B$7693199232(8)氧气m3168.783.87653.183.870.0$904010$3.87$B$769$B$7693199214(9)乙炔气m357.2427.491573.5327.490.0$904050$27.49$B$769$B$7693199215(10)带帽带垫螺栓kg2.056.5513.436.550.0$923640$6.55$B$769$B$7693199233(11)石棉橡胶板 δ1-6kg3.73.6413.473.640.0$20201528$3.64$B$769$B$7693199234(12)电焊条kg296.84.981478.064.980.0$901450$4.98$B$769$B$7693199216(13)电焊条 结422Φ3.2kg1.856.8612.696.860.0$402700008$6.86$B$769$B$7693199235(14)油漆kg44.5214.05625.5114.050.0$904080$14.05$B$769$B$7693199217(15)板枋材m30.8481289.61093.581289.60.0$901850$1289.6$B$769$B$7693199218(16)乙炔气kg0.4320.628.8720.620.0$909660$20.62$B$769$B$7693199236(17)电kw·h1272.00.73928.560.730.0$909880$0.73$B$769$B$7693199219(18)水m386.353.11268.553.110.0$403100218$3.11$B$769$B$7693199237(19)碳精棒根339.26.722279.426.720.0$903300$6.72$B$769$B$7693199220(20)探伤材料张112.364.27479.784.270.0$903290$4.27$B$769$B$7693199221(21)其他材料费元985.305451.0985.311.00.0$ST0999$1$B$769$B$76931992271.1.3机械使用费元0.00.013609.4$DN850钢管 壁厚10mm$935.67$机械使用费$769[机械费]A13$769$A13$11(1)直流弧焊机 功率20kW台班0.1667.5510.8167.5567.55$8076$67.55$C$769$C$769J3199238(2)汽车起重机 10t台班8.056515.694154.4638.181515.69$4047$638.181$C$769$C$769J3199222(3)试压泵 压力25MPa台班0.53157.09983.26157.099157.099$8060$157.099$C$769$C$769J3199239(4)卷扬机 单筒慢速 起重量（5t）台班13.144169.0182221.57169.018169.018$4098$169.018$C$769$C$769J3199223(5)电焊条烘干箱 容积600×500×750台班0.0225.2450.525.24525.245$8126$25.245$C$769$C$769J3199240(6)电焊机 (直流) 30kW台班35.40498.233477.7398.2398.23$8077$98.23$C$769$C$769J3199224(7)立式钻床 钻孔直径25mm台班0.1133.7713.38133.77133.77$8116$133.77$C$769$C$769J3199241(8)载重汽车 5t台班5.088381.11939.04517.828381.1$3004$517.828$C$769$C$769J3199225(9)汽车式起重机 提升质量8t台班0.05471.623.58594.091471.6$4046$594.091$C$769$C$769J3199242(10)X光探伤机 TX-2505台班6.148169.7041043.34169.704169.704$8147$169.704$C$769$C$769J3199226(11)其他机械费元641.78761.0641.791.00.0$ST9999$1$C$769$C$76931992281.2其他直接费%2.062204.831244.1$DN850钢管 壁厚10mm$935.67$其他直接费$769A1A2$769$A2$112间接费%55.027633.315198.32$DN850钢管 壁厚10mm$935.67$间接费$769A11B$769$B$110.00.00.0附件表八安装工程单价表单价编号45项目名称DN850钢管 壁厚10mm定额编号Y14121×0.212+Y18195定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识13利润%7.078647.255505.31$DN850钢管 壁厚10mm$935.67$利润$769A+BC$769$C$114主材价差元0.00.01688.58$DN850钢管 壁厚10mm$935.67$主材价差$769[材料价差]D$769$D$11(1)柴油kg281.27823.53992.917.033.5$480100002$7.03$J$769$J$769[UsysHLCJ.cl_bcp]3199243(2)汽油kg164.85124.22695.678.724.5$480100028$8.72$J$769$J$769[UsysHLCJ.cl_bcp]31992445未计价装置性材料费元0.00.00.0$DN850钢管 壁厚10mm$935.67$未计价装置性材料费$769[主材费]E$769$E$116税金%9.085841.147725.7$DN850钢管 壁厚10mm$935.67$税金$769A+B+C+D+EF$769$F$117扩大系数%0.093566.840.0$DN850钢管 壁厚10mm$935.67$扩大系数$769A+B+C+D+E+FG$769$G$118工程单价元0.00.093567.0$DN850钢管 壁厚10mm$935.67$工程单价$769A+B+C+D+E+F+G+H+I+J+KZ$769$Z$11综合单价元/m935.67$DN850钢管 壁厚10mm$935.67$100.0$单价行$769附件表八安装工程单价表单价编号46项目名称DN600钢管 壁厚8mm定额编号Y14114×0.12+Y18193定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.049381.14$DN600钢管 壁厚8mm$724.29$直接费$771A1+A2A$771$A$111.1基本直接费元0.00.048412.88$DN600钢管 壁厚8mm$724.29$基本直接费$771A11+A12+A13A1$771$A1$111.1.1人工费元0.00.020584.65$DN600钢管 壁厚8mm$724.29$人工费$771[人工费]A11$771$A11$11(1)技工工日137.73120.016527.6120.00.0$900010$120$A$771$A$7713199245(2)普工工日47.7385.04057.0585.00.0$900020$85$A$771$A$77131992461.1.2材料费元0.00.017962.49$DN600钢管 壁厚8mm$724.29$材料费$771[材料费]A12$771$A12$11(1)钢板kg348.03.2651136.223.2650.0$902280$3.265$B$771$B$7713199247(2)法兰截止阀 J41T-16DN50个0.03130.673.92130.670.0$923600$130.67$B$771$B$7713199265(3)型钢kg720.03.0932226.963.0930.0$903930$3.093$B$771$B$7713199248(4)平焊法兰 PN1.6MPaDN50片0.0316.230.4916.230.0$923610$16.23$B$771$B$7713199266(5)钢轨kg816.04.873973.924.870.0$902690$4.87$B$771$B$7713199249(6)镀锌钢管 DN50m1.6320.23232.9820.2320.0$923620$20.232$B$771$B$7713199267(7)氧气m390.783.87351.323.870.0$904010$3.87$B$771$B$7713199250(8)钢板 δ4.5-8kg5.543.98722.093.9870.0$923630$3.987$B$771$B$7713199268(9)乙炔气m338.427.491055.6227.490.0$904050$27.49$B$771$B$7713199251(10)带帽带垫螺栓kg1.566.5510.226.550.0$923640$6.55$B$771$B$7713199269(11)石棉橡胶板 δ1-6kg2.13.647.643.640.0$20201528$3.64$B$771$B$7713199270(12)电焊条kg156.04.98776.884.980.0$901450$4.98$B$771$B$7713199252(13)电焊条 结422Φ3.2kg1.096.867.486.860.0$402700008$6.86$B$771$B$7713199271(14)油漆kg38.414.05539.5214.050.0$904080$14.05$B$771$B$7713199253(15)板枋材m33.61289.64642.561289.60.0$901850$1289.6$B$771$B$7713199254(16)乙炔气kg0.2620.625.3620.620.0$909660$20.62$B$771$B$7713199272(17)电kw·h768.00.73560.640.730.0$909880$0.73$B$771$B$7713199255(18)水m331.093.1196.693.110.0$403100218$3.11$B$771$B$7713199273(19)碳精棒根204.06.721370.886.720.0$903300$6.72$B$771$B$7713199256(20)探伤材料张68.44.27292.074.270.0$903290$4.27$B$771$B$7713199257(21)其他材料费元849.034351.0849.031.00.0$ST0999$1$B$771$B$77131992631.1.3机械使用费元0.00.09865.74$DN600钢管 壁厚8mm$724.29$机械使用费$771[机械费]A13$771$A13$11(1)直流弧焊机 功率20kW台班0.1667.5510.8167.5567.55$8076$67.55$C$771$C$771J3199274(2)汽车起重机 10t台班5.52515.692846.61638.181515.69$4047$638.181$C$771$C$771J3199258(3)试压泵 压力25MPa台班0.31157.09948.7157.099157.099$8060$157.099$C$771$C$771J3199275(4)卷扬机 单筒慢速 起重量（5t）台班8.04169.0181358.9169.018169.018$4098$169.018$C$771$C$771J3199259(5)电焊条烘干箱 容积600×500×750台班0.0325.2450.7625.24525.245$8126$25.245$C$771$C$771J3199276(6)电焊机 (直流) 30kW台班22.6898.232227.8698.2398.23$8077$98.23$C$771$C$771J3199260(7)立式钻床 钻孔直径25mm台班0.06133.778.03133.77133.77$8116$133.77$C$771$C$771J3199277(8)载重汽车 5t台班6.0381.12286.6517.828381.1$3004$517.828$C$771$C$771J3199261(9)X光探伤机 TX-2505台班3.6169.704610.93169.704169.704$8147$169.704$C$771$C$771J3199262(10)其他机械费元466.5421.0466.541.00.0$ST9999$1$C$771$C$77131992641.2其他直接费%2.048412.88968.26$DN600钢管 壁厚8mm$724.29$其他直接费$771A1A2$771$A2$112间接费%55.020584.6511321.56$DN600钢管 壁厚8mm$724.29$间接费$771A11B$771$B$113利润%7.060702.74249.19$DN600钢管 壁厚8mm$724.29$利润$771A+BC$771$C$110.00.00.0附件表八安装工程单价表单价编号46项目名称DN600钢管 壁厚8mm定额编号Y14114×0.12+Y18193定额单位100m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识14主材价差元0.00.01496.52$DN600钢管 壁厚8mm$724.29$主材价差$771[材料价差]D$771$D$11(1)柴油kg191.5443.53676.157.033.5$480100002$7.03$J$771$J$771[UsysHLCJ.cl_bcp]3199279(2)汽油kg194.44.22820.378.724.5$480100028$8.72$J$771$J$771[UsysHLCJ.cl_bcp]31992785未计价装置性材料费元0.00.00.0$DN600钢管 壁厚8mm$724.29$未计价装置性材料费$771[主材费]E$771$E$116税金%9.066448.415980.36$DN600钢管 壁厚8mm$724.29$税金$771A+B+C+D+EF$771$F$117扩大系数%0.072428.770.0$DN600钢管 壁厚8mm$724.29$扩大系数$771A+B+C+D+E+FG$771$G$118工程单价元0.00.072429.0$DN600钢管 壁厚8mm$724.29$工程单价$771A+B+C+D+E+F+G+H+I+J+KZ$771$Z$11综合单价元/m724.29$DN600钢管 壁厚8mm$724.29$100.0$单价行$771附件表八安装工程单价表单价编号47项目名称现状DN600钢管拆除定额编号40104044定额单位m0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.042.04$现状DN600钢管拆除$51.97$直接费$437A1+A2A$437$A$101.1基本直接费元0.00.041.22$现状DN600钢管拆除$51.97$基本直接费$437A11+A12+A13A1$437$A1$101.1.1人工费元0.00.037.52$现状DN600钢管拆除$51.97$人工费$437[人工费]A11$437$A11$10(1)定额人工费元37.111.01137.521.0110.0$000000018$1.011$A$437$A$43731992801.1.2材料费元0.00.03.7$现状DN600钢管拆除$51.97$材料费$437[材料费]A12$437$A12$10(1)镀锌铁丝8#Kg0.03098.090.258.090.0$402300020$8.09$B$437$B$4373199281(2)圆木m30.0018978.321.76978.320.0$904720$978.32$B$437$B$4373199282(3)工字钢t0.00053384.961.693384.960.0$430100193$3384.96$B$437$B$43731992831.1.3机械使用费元0.00.00.0$现状DN600钢管拆除$51.97$机械使用费$437[机械费]A13$437$A13$101.2其他直接费%2.041.220.82$现状DN600钢管拆除$51.97$其他直接费$437A1A2$437$A2$102间接费%6.042.042.52$现状DN600钢管拆除$51.97$间接费$437AB$437$B$103利润%7.044.563.12$现状DN600钢管拆除$51.97$利润$437A+BC$437$C$104主材价差元0.00.00.0$现状DN600钢管拆除$51.97$主材价差$437[材料价差]D$437$D$105未计价装置性材料费元0.00.00.0$现状DN600钢管拆除$51.97$未计价装置性材料费$437[主材费]E$437$E$106税金%9.047.684.29$现状DN600钢管拆除$51.97$税金$437A+B+C+D+EF$437$F$107扩大系数%0.051.970.0$现状DN600钢管拆除$51.97$扩大系数$437A+B+C+D+E+FG$437$G$108工程单价元0.00.051.97$现状DN600钢管拆除$51.97$工程单价$437A+B+C+D+E+F+G+H+I+J+KZ$437$Z$10综合单价元/m51.97$现状DN600钢管拆除$51.97$1.0$单价行$437附件表八安装工程单价表单价编号48项目名称原有DN600钢岔管拆除定额编号10116118定额单位t0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.0489.64$原有DN600钢岔管拆除$614.08$直接费$429A1+A2A$429$A$101.1基本直接费元0.00.0480.04$原有DN600钢岔管拆除$614.08$基本直接费$429A11+A12+A13A1$429$A1$101.1.1人工费元0.00.0327.18$原有DN600钢岔管拆除$614.08$人工费$429[人工费]A11$429$A11$10(1)定额人工费元323.621.011327.181.0110.0$000000018$1.011$A$429$A$42931992841.1.2材料费元0.00.00.0$原有DN600钢岔管拆除$614.08$材料费$429[材料费]A12$429$A12$101.1.3机械使用费元0.00.0152.86$原有DN600钢岔管拆除$614.08$机械使用费$429[机械费]A13$429$A13$10(1)氧割设备(房建)台班0.88112.9299.37112.920.0$611300188$112.92$C$429$C$4293199285(2)汽车式起重机8t(房建)台班0.08668.5753.49768.928668.57$620210213$768.928$C$429$C$429J31992861.2其他直接费%2.0480.049.6$原有DN600钢岔管拆除$614.08$其他直接费$429A1A2$429$A2$102间接费%6.0489.6429.38$原有DN600钢岔管拆除$614.08$间接费$429AB$429$B$103利润%7.0519.0236.33$原有DN600钢岔管拆除$614.08$利润$429A+BC$429$C$104主材价差元0.00.08.03$原有DN600钢岔管拆除$614.08$主材价差$429[材料价差]D$429$D$10(1)柴油kg2.27443.538.037.033.5$480100002$7.03$J$429$J$429[UsysHLCJ.cl_bcp]31992875未计价装置性材料费元0.00.00.0$原有DN600钢岔管拆除$614.08$未计价装置性材料费$429[主材费]E$429$E$106税金%9.0563.3850.7$原有DN600钢岔管拆除$614.08$税金$429A+B+C+D+EF$429$F$107扩大系数%0.0614.080.0$原有DN600钢岔管拆除$614.08$扩大系数$429A+B+C+D+E+FG$429$G$108工程单价元0.00.0614.08$原有DN600钢岔管拆除$614.08$工程单价$429A+B+C+D+E+F+G+H+I+J+KZ$429$Z$10综合单价元/t614.08$原有DN600钢岔管拆除$614.08$1.0$单价行$429附件表八安装工程单价表单价编号49项目名称DN600 钢制Y型对称岔管定额编号40802064T定额单位个0.0型号规格：编号名称及规格单位数量单价(元)合价(元)备注实际单价材料限价材料编号材料标识费用链接标识定额ID号费用计算方法费用标识费用标识11直接费元0.00.05292.53$DN600 钢制Y型对称岔管$6318.5$直接费$431A1+A2A$431$A$121.1基本直接费元0.00.05188.75$DN600 钢制Y型对称岔管$6318.5$基本直接费$431A11+A12+A13A1$431$A1$121.1.1人工费元0.00.0178.61$DN600 钢制Y型对称岔管$6318.5$人工费$431[人工费]A11$431$A11$12(1)定额人工费元176.671.011178.611.0110.0$000000018$1.011$A$431$A$43131992881.1.2材料费元0.00.04923.5$DN600 钢制Y型对称岔管$6318.5$材料费$431[材料费]A12$431$A12$12(1)棉纱Kg0.085.220.425.220.0$402500003$5.22$B$431$B$4313199289(2)尼龙砂轮片φ100片0.4552.110.962.110.0$911610$2.11$B$431$B$4313199290(3)电kw·h0.8630.730.630.730.0$909880$0.73$B$431$B$4313199291(4)角钢综合Kg0.2023.2960.673.2960.0$430100204$3.296$B$431$B$4313199292(5)DN600 钢制Y型对称岔管个1.04853.474853.474853.470.0$B02382753$4853.47$B$431$B$4313199293(6)螺栓综合套0.481.10.531.10.0$452101263$1.1$B$431$B$4313199294(7)乙炔气Kg0.71920.6214.8320.620.0$909660$20.62$B$431$B$4313199295(8)氧气m32.15673.878.353.870.0$904010$3.87$B$431$B$4313199296(9)电焊条结422φ3.2Kg6.36176.8643.646.860.0$402700008$6.86$B$431$B$43131992971.1.3机械使用费元0.00.086.64$DN600 钢制Y型对称岔管$6318.5$机械使用费$431[机械费]A13$431$A13$12(1)直流弧焊机容量20kV·A(房建)台班1.146672.98483.6872.98472.984$620210709$72.984$C$431$C$431J3199298(2)电焊条烘干箱600×500×750mm(房建)台班0.114325.8642.9625.86425.864$620210743$25.864$C$431$C$431J31992991.2其他直接费%2.05188.75103.78$DN600 钢制Y型对称岔管$6318.5$其他直接费$431A1A2$431$A2$122间接费%70.0178.61125.03$DN600 钢制Y型对称岔管$6318.5$间接费$431A11B$431$B$123利润%7.05417.56379.23$DN600 钢制Y型对称岔管$6318.5$利润$431A+BC$431$C$124主材价差元0.00.00.0$DN600 钢制Y型对称岔管$6318.5$主材价差$431[材料价差]D$431$D$125未计价装置性材料费元0.00.00.0$DN600 钢制Y型对称岔管$6318.5$未计价装置性材料费$431[主材费]E$431$E$126税金%9.05796.79521.71$DN600 钢制Y型对称岔管$6318.5$税金$431A+B+C+D+EF$431$F$127扩大系数%0.06318.50.0$DN600 钢制Y型对称岔管$6318.5$扩大系数$431A+B+C+D+E+FG$431$G$128工程单价元0.00.06318.5$DN600 钢制Y型对称岔管$6318.5$工程单价$431A+B+C+D+E+F+G+H+I+J+KZ$431$Z$12综合单价元/个6318.5$DN600 钢制Y型对称岔管$6318.5$1.0$单价行$431附表二安装工程单价汇总表工程名称:漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号名称单位单价（元）其 中人工费材料费机械使用费其他直接费间接费利润主材价差未计价装置性材料费税金扩大系数临时工程摊销费其他费用摊销风险费备用11吸顶式单管荧光灯（1*36W T8三基色灯管）套82.8814.1647.880.01.247.794.970.00.06.840.00.00.00.00.00.00.00.00.00.0$吸顶式单管荧光灯（1*36W T8三基色灯管）$82.88$14.16595304142042三联开关 10A套30.55.8116.690.00.453.21.830.00.02.520.00.00.00.00.00.00.00.00.00.0$三联开关 10A$30.5$5.81603304142843安全插座 16A/单相三线套30.066.0216.010.00.443.311.80.00.02.480.00.00.00.00.00.00.00.00.00.0$安全插座 16A/单相三线$30.06$6.02599304143064安全插座 10A/单相三线+单相二线套29.986.0215.930.00.443.311.80.00.02.480.00.00.00.00.00.00.00.00.00.0$安全插座 10A/单相三线+单相二线$29.98$6.02601304143065配电箱台514.2769.61325.140.07.938.2930.870.00.042.460.00.00.00.00.00.00.00.00.00.0$配电箱$514.27$69.61605304020756PC20m12.395.791.450.00.143.180.740.070.01.020.00.00.00.00.00.00.00.00.00.0$PC20$12.39$5.79607304122017BV3*2.5m4.230.832.280.00.060.460.250.00.00.350.00.00.00.00.00.00.00.00.00.0$BV3*2.5$4.23$0.83609304130058BV3*4m5.070.553.420.00.080.30.30.00.00.420.00.00.00.00.00.00.00.00.00.0$BV3*4$5.07$0.55611304130069拆除现状启闭机、闸门（外弃5km）项1000.00.01000.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0$拆除现状启闭机、闸门（外弃5km）$1000$0.0341BC10QL-10手电两用螺杆式启闭机（螺杆长3m）台3797.041806.25216.87156.743.6993.44225.1841.480.0313.520.00.00.00.00.00.00.00.00.00.0$QL-10手电两用螺杆式启闭机（螺杆长3m）$3797.04$1806.25103Y1208911钢板闸门 2.2*1.7mt12720.232539.94786.721977.01186.071396.95762.0721.220.01050.290.00.00.00.00.00.00.00.00.00.0$钢板闸门 2.2*1.7m$12720.23$2539.9105Y13013T+Y1305612水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）m256.0910.449.6621.410.835.743.370.00.04.630.00.00.00.00.00.00.00.00.00.0$水闸除锈、刷漆（底层硅酸防腐蚀涂料两遍、面层硅酸防腐蚀涂料两遍）$56.09$10.44286Y1901613QL-10手电两用螺杆式启闭机（螺杆长2.5m）台3797.041806.25216.87156.743.6993.44225.1841.480.0313.520.00.00.00.00.00.00.00.00.00.0$QL-10手电两用螺杆式启闭机（螺杆长2.5m）$3797.04$1806.25319Y1208914钢板闸门 1.2*1mt12720.232539.94786.721977.01186.071396.95762.0721.220.01050.290.00.00.00.00.00.00.00.00.00.0$钢板闸门 1.2*1m$12720.23$2539.9321Y13013T+Y1305615主轨、侧轨、底轨t15880.662971.04582.584141.54233.91634.05949.4156.930.01311.250.00.00.00.00.00.00.00.00.00.0$主轨、侧轨、底轨$15880.66$2971.0324Y13050T+Y1315016止水t13802.322971.04873.142051.76197.921634.05820.95113.860.01139.640.00.00.00.00.00.00.00.00.00.0$止水$13802.32$2971.0327Y13053T+Y1315017拦污栅栅体t9625.872041.24413.44536.22139.821122.66577.730.00.0794.80.00.00.00.00.00.00.00.00.00.0$拦污栅栅体$9625.87$2041.2332Y13054T+Y1316318拦污栅栅槽t11032.542559.14686.06648.89157.881407.51662.160.00.0910.940.00.00.00.00.00.00.00.00.00.0$拦污栅栅槽$11032.54$2559.1335Y13055T+Y1316419水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）m222.6110.442.940.00.275.741.360.00.01.870.00.00.00.00.00.00.00.00.00.0$水闸刷漆（环氧锌底漆二层、环氧沥青漆二层）$22.61$10.44338Y1901620拆除现状闸门（外弃5km）项800.00.0800.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0$拆除现状闸门（外弃5km）$800$0.0342BC21基坑土方开挖（外弃5km）m327.362.880.4613.480.341.541.315.090.02.260.00.00.00.00.00.00.00.00.00.0$基坑土方开挖（外弃5km）$27.36$2.88307Y10145×0.05+Y10395×0.9522基坑土方开挖（就近堆放）m35.922.360.121.760.080.390.330.40.00.490.00.00.00.00.00.00.00.00.00.0$基坑土方开挖（就近堆放）$5.92$2.36304Y10145×0.05+Y10311×0.9523现状浆砌石拆除m321.957.850.457.050.311.251.182.050.01.810.00.00.00.00.00.00.00.00.00.0$现状浆砌石拆除$21.95$7.85313Y3019024碎石垫层拆除m341.8132.090.160.00.642.962.510.00.03.450.00.00.00.00.00.00.00.00.00.0$碎石垫层拆除$41.81$32.09499Y10156T25畜力转运拆除物（运距200m）m3103.0880.411.330.01.635.06.190.00.08.510.00.00.00.00.00.00.00.00.00.0$畜力转运拆除物（运距200m）$103.08$80.41731Y90124+Y90130×226拆除物外弃（运距5km）m338.982.080.4620.910.472.631.867.350.03.220.00.00.00.00.00.00.00.00.00.0$拆除物外弃（运距5km）$38.98$2.08315Y2050927浆砌石底板恢复（利用拆除料）m3183.5162.2355.032.322.399.769.2227.40.015.150.00.00.00.00.00.00.00.00.00.0$浆砌石底板恢复（利用拆除料）$183.51$62.23343Y3008528浆砌石台阶恢复（利用拆除料）m3193.1369.7655.032.292.5410.379.827.40.015.950.00.00.00.00.00.00.00.00.00.0$浆砌石台阶恢复（利用拆除料）$193.13$69.76505Y3009129碎石垫层恢复（利用拆除料）m332.8825.590.00.00.512.091.970.00.02.710.00.00.00.00.00.00.00.00.00.0$碎石垫层恢复（利用拆除料）$32.88$25.59502Y30002T30C25钢筋砼镇、支墩m3481.1764.66202.7610.135.5531.1422.0105.20.039.730.00.00.00.00.00.00.00.00.00.0$C25钢筋砼镇、支墩$481.17$64.66294Y40089+Y40296×1.03+Y40323×1.0331畜力转运混凝土（运距200m）m384.180.084.180.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0$畜力转运混凝土（运距200m）$84.18$0.0715BC32畜力转运模板（运距200m）m377.5960.521.010.01.233.774.660.00.06.410.00.00.00.00.00.00.00.00.00.0$畜力转运模板（运距200m）$77.59$60.52635Y90125+Y90131×23312mm弧形钢板t9122.773096.413758.22379.9144.69442.75547.540.00.0753.260.00.00.00.00.00.00.00.00.00.0$12mm弧形钢板$9122.77$3096.413454030401834畜力转运钢材（运距200m）t100.2878.880.650.01.594.876.020.00.08.280.00.00.00.00.00.00.00.00.00.0$畜力转运钢材（运距200m）$100.28$78.88630Y90127+Y90133×2353mm橡胶板dm398.58.1270.00.01.564.785.910.00.08.130.00.00.00.00.00.00.00.00.00.0$3mm橡胶板$98.5$8.123474030709136DN850钢管 壁厚8mmm834.71255.27179.94115.2711.01140.449.1314.760.068.920.00.00.00.00.00.00.00.00.00.0$DN850钢管 壁厚8mm$834.71$255.27751Y14120×0.169+Y1819537DN850钢管 壁厚12mmm1052.47310.42233.48156.5914.01170.7361.9718.390.086.90.00.00.00.00.00.00.00.00.00.0$DN850钢管 壁厚12mm$1052.47$310.42753Y14122×0.255+Y1819538DN850钢管 壁厚14mmm1140.38338.62248.52171.2815.17186.2467.1919.20.094.160.00.00.00.00.00.00.00.00.00.0$DN850钢管 壁厚14mm$1140.38$338.62755Y14123×0.298+Y1819539DN400钢管 壁厚8mmm514.67149.93124.8467.586.8582.4630.2210.290.042.50.00.00.00.00.00.00.00.00.00.0$DN400钢管 壁厚8mm$514.67$149.93757Y14108×0.08+Y1819140钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）m240.383.2722.975.470.632.292.420.00.03.330.00.00.00.00.00.00.00.00.00.0$钢管内壁防腐：采用喷涂防腐：普通级防腐，二道底漆（IPN8710-2B），二道面漆（IPN8710-2B），厚度：50（μm/道）用量：150（g/ m2//道）$40.38$3.273723110325441钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）m252.938.0225.55.470.785.613.180.00.04.370.00.00.00.00.00.00.00.00.00.0$钢管外防腐：埋地钢管及明露钢管外防腐：加强级防腐，二道底漆（IPN8710-1），一层纤维布，二道面漆（IPN8710-3），底漆厚度：50（μm/道），面漆厚度：100（μm/道）用量：200（g/m2//道）$52.93$8.023753110325442原有DN400钢岔管拆除t614.08327.180.0152.869.629.3836.338.030.050.70.00.00.00.00.00.00.00.00.00.0$原有DN400钢岔管拆除$614.08$327.183621011611843DN400 钢制Y型对称岔管个1680.76116.311168.8347.8826.6681.42100.880.00.0138.780.00.00.00.00.00.00.00.00.00.0$DN400 钢制Y型对称岔管$1680.76$116.313604080206144钢管二次转运（运距200m）t342.2693.450.0130.124.4765.4220.540.00.028.260.00.00.00.00.00.00.00.00.00.0$钢管二次转运（运距200m）$342.26$93.45723Y1421545DN850钢管 壁厚10mmm935.67276.33209.62136.0912.44151.9855.0516.890.077.260.00.00.00.00.00.00.00.00.00.0$DN850钢管 壁厚10mm$935.67$276.33769Y14121×0.212+Y1819546DN600钢管 壁厚8mmm724.29205.85179.6298.669.68113.2242.4914.970.059.80.00.00.00.00.00.00.00.00.00.0$DN600钢管 壁厚8mm$724.29$205.85771Y14114×0.12+Y1819347现状DN600钢管拆除m51.9737.523.70.00.822.523.120.00.04.290.00.00.00.00.00.00.00.00.00.0$现状DN600钢管拆除$51.97$37.524374010404448原有DN600钢岔管拆除t614.08327.180.0152.869.629.3836.338.030.050.70.00.00.00.00.00.00.00.00.00.0$原有DN600钢岔管拆除$614.08$327.184291011611849DN600 钢制Y型对称岔管个6318.5178.614923.586.64103.78125.03379.230.00.0521.710.00.00.00.00.00.00.00.00.00.0$DN600 钢制Y型对称岔管$6318.5$178.6143140802064附表三主要材料预算价格汇总表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目单位：元序号名称及规格单位预算价格（元）其中原价（含税价）原价（不含税价）运杂费运输保险费采购及保管费1水泥 32.5kg0.360.00.00.00.00.04001000012水泥42.5kg0.3880.00.00.00.00.04001000023散装水泥 42.5kg0.360.00.00.00.00.04001000114碎石 ≤4cmm3129.3920.00.00.00.00.04005001475碎石 Φ5-10 （细石）m3129.3920.00.00.00.00.04005011336净干砂（机制砂）m3119.4350.00.00.00.00.04005011597机制砂（用于混凝土、砂浆）m3119.4350.00.00.00.00.0B029724998柴油kg7.030.00.00.00.00.04801000029汽油kg8.720.00.00.00.00.048010002810白水泥Kg0.8220.00.00.00.00.040010000311袋装水泥32.5kg0.360.00.00.00.00.040010001612袋装水泥42.5kg0.3880.00.00.00.00.040010001713碎石m3129.3920.00.00.00.00.040050013214碎石5～31.5mmm3129.3920.00.00.00.00.040050014215毛石m399.5310.00.00.00.00.090119016石英砂m3305.830.00.00.00.00.090375017水泥t360.060.00.00.00.00.090768018畜力转运水泥砂浆（运距500m）m3124.710.00.00.00.00.0B0083056919螺纹钢筋ｔ2949.5530.00.00.00.00.0B0638705920机制砂（用于回填、垫层）m399.5310.00.00.00.00.0B0825420821DN500PVC导流管m88.420.00.00.00.00.0B03736827附表四次要材料预算价格汇总表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目单位：元序号名称及规格单位含税价（元）不含税价（元）1技工工日120.0120.09000102机械工(技工)工日120.0120.09000113普工工日85.085.09000204畜力工日85.085.09000305水泥 32.5kg0.3530.364001000016水泥42.5kg0.4380.3884001000027散装水泥 42.5kg0.3530.364001000118碎石 ≤4cmm3133.274129.3924005001479滑石粉kg0.7340.6540050026610碎石 Φ5-10 （细石）m3127.48129.39240050113311净干砂（机制砂）m3119.435119.43540050115912水m33.2033.1140310021813石油沥青 10#kg3.3452.9648010004614机制砂（用于混凝土、砂浆）m3123.018119.435B0297249915风m30.2260.200304416柴油kg7.9447.0348010000217汽油kg9.8548.7248010002818电kw·h0.8450.7390988019DN500PVC导流管m99.91588.42B0373682720石棉橡胶板 δ1-6kg3.643.642020152821白水泥Kg0.8220.82240010000322袋装水泥32.5kg0.4030.3640010001623袋装水泥42.5kg0.4380.38840010001724碎石m3131.304129.39240050013225碎石5～31.5mmm3131.3129.39240050014226钢化玻璃δ6m253.1147.040110101727乳液型涂料Kg9.589.5840170003228抗碱底涂料kg12.0512.0540170008129板式橡胶支座cm30.080.0740210100130聚氨酯发泡密封胶750ml/支支11.9511.9540210109331塑料胀管Φ6-8个0.0560.0540210127932冲击钻头Φ6～8个5.135.1340230000133镀锌铁丝8#Kg9.1428.0940230002034木螺钉φ2～4×6～65个0.020.0240230007235铁砂布0#～2#张0.810.8140230026536镀锌铁丝Φ2.2～1.2kg9.788.6540230116037棉纱Kg5.8995.2240250000338破布Kg6.5545.840250007739电焊条结422φ3.2Kg7.7526.8640270000840松香焊锡丝综合m1.171.1740270013041防水剂Kg2.542.5440290003842建筑胶kg1.951.9540290009043煤Kg0.580.51340310000144金刚石刀片片437.999387.6140310067345腻子粉kg1.021.0240310096946金属片φ150片1.110.9840310098647玻璃胶300ml支8.858.8540310133548电气绝缘胶带18mm×10m×0.13mm卷3.543.5440310145349锡基钎料kg42.4842.4840310175550木柴Kg0.520.4642010005351工字钢t3825.0053384.9643010019352角钢综合Kg3.7243.29643010020453钢板 δ10-12kg3.6893.26543010028254钢锯条根0.260.2343050005755平垫铁综合价Kg3.283.2843050059656铝合金型材Kg21.40421.40443070007557塑料管综合Kg6.556.5544230009558螺栓综合套1.2431.145210126359半圆头镀锌螺栓m2-5×15-50个0.390.3945210126960醇酸防锈漆C53-1Kg9.919.9147010001561聚氨酯磁漆Kg21.1721.1747010009362聚氨酯底漆Kg17.0417.0447010009463玻璃胶350g支12.9612.9647010014864固化剂Kg16.00114.1647070000165玻璃纤维布m21.4581.2947090004566汽油92#kg6.916.9148010101267二甲苯Kg6.06.048030002268电力复合酯Kg21.4721.4748030016769粘合剂507Kg8.547.5648110001570硬铜绞线TJ-2.5～4m1.8981.6850010046071自粘性塑料带20×20000卷3.9553.550130007272铜芯塑料绝缘电线BV-6m4.8254.2750130007473铜芯塑料绝缘电线BV-2.5m2.0381.8250130007974铜接线端子DT-6个1.331.3351050007275铜接线端子20A个0.320.3251050015176沥青t4101.93630.090022077锯材m31457.2481289.690058078木柴t519.8460.090109079密封胶kg11.1649.8890111080毛石m3102.51799.53190119081电焊条kg5.6274.9890145082复合土工膜m23.393.090180083板枋材m31457.2481289.690185084编织袋个0.3050.2790192085工程胶kg56.550.090202086钢板kg3.6893.26590228087钢材kg3.543.5490232088防锈漆kg11.1649.8890264089钢轨kg5.5034.8790269090黄油kg10.4989.2990282091探伤材料张4.8254.2790329092碳精棒根7.5946.7290330093棉纱头kg6.1475.4490354094木材m31509.681336.090372095石英砂m3315.005305.8390375096橡胶止水带ｍ25.2122.3190390097型钢kg3.4953.09390393098氧气m34.3733.8790401099乙炔气m331.06427.49904050100油漆kg15.87714.05904080101铁垫板kg7.0516.24904160102铁钉kg11.2219.93904170103铁件kg4.13.628904190104土工布m26.05.31904320105铁丝kg3.2662.89904410106圆木m31105.502978.32904720107胶合模板（18mm）m228.13724.9906210108标准砖 240X115X53千块508.5450.0907490109水泥t398.89360.06907680110乙炔气Kg23.30120.62909660111酚醛调和漆kg11.9711.97910100746112套接管m3.02.65910101988113尼龙砂轮片φ100片2.3842.11911610114法兰截止阀 J41T-16DN50个130.67130.67923600115平焊法兰 PN1.6MPaDN50片16.2316.23923610116镀锌钢管 DN50m20.23220.232923620117钢板 δ4.5-8kg3.9873.987923630118带帽带垫螺栓kg6.556.55923640119涂料稀释剂IPN8710kg19.2117.0B00354759120IPN8710-2B涂料kg42.6837.77B00533460121畜力转运水泥砂浆（运距500m）m3124.71124.71B00830569122BV-2.5m2.0571.82B00901741123畜力转运混凝土（运距200m）m384.1884.18B01132725124三联开关 10A个16.3414.46B01160040125畜力转运预制盖板（运距500m）m3250.0250.0B02011704126安全插座 10A/单相三线+单相二线套14.99513.27B02019190127DN600 钢制Y型对称岔管个5484.4214853.47B02382753128IPN8710-3涂料kg43.22338.25B02442279129φ800塑料盲沟m78.26469.26B02707368130BV-4m3.3222.94B03559378131畜力转运混凝土（运距500m）m3124.82124.82B04596434132烤漆门m2584.0584.0B04753985133PC20m1.2431.1B05927324134安全插座 16A/单相三线套15.08613.35B06058602135螺纹钢筋ｔ3332.9952949.553B06387059136IPN8710-1涂料kg39.78735.21B07434917137配电箱台300.0300.0B07728902138机制砂（用于回填、垫层）m3102.51799.531B08254208139吸顶式单管荧光灯（1*36W T8三基色灯管）套49.83344.1B09066109140DN400 钢制Y型对称岔管个1273.9731127.41B09680927附件表三混凝土材料单价计算表工程名称:漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目编号名称及规格单位预算量调整系数基价(元)预算价(元)单价小计单价小计1纯混凝土 C20 水泥42.5 2级配 机制砂 碎石≤4cmm3183.359284.1781$018-5$284.178$(1)水泥42.5kg248.01.1770.387.5690.388113.2562400100002(2)碎石 ≤4cmm30.761.03881670.055.265129.392102.1552400500147(3)水m30.1461.1767123.110.5343.110.5342403100218(4)机制砂（用于混凝土、砂浆）m30.531.07792570.039.991119.43568.2332B029724992纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm3189.975292.1131$022-5$292.113$(1)水泥42.5kg271.01.1770.395.690.388123.7592400100002(2)碎石 ≤4cmm30.761.03881670.055.265129.392102.1552400500147(3)水m30.1461.1767123.110.5343.110.5342403100218(4)机制砂（用于混凝土、砂浆）m30.511.07803970.038.486119.43565.6652B029724993水泥砌筑砂浆 M5 水泥42.5m3149.115225.2591$275-0$225.259$(1)水泥42.5kg230.481.00.369.1440.38889.4262400100002(2)水m30.281.03.110.8713.110.8712403100218(3)机制砂（用于混凝土、砂浆）m31.131.070.079.1119.435134.9622B029724994水泥砌筑砂浆 M7.5 水泥42.5m3155.123232.741$276-0$232.74$(1)水泥42.5kg252.841.00.375.8520.38898.1022400100002(2)水m30.281.03.110.8713.110.8712403100218(3)机制砂（用于混凝土、砂浆）m31.121.070.078.4119.435133.7672B029724995水泥砌筑砂浆 M10 水泥42.5m3161.131240.2221$277-0$240.222$(1)水泥42.5kg275.21.00.382.560.388106.7782400100002(2)水m30.281.03.110.8713.110.8712403100218(3)机制砂（用于混凝土、砂浆）m31.111.070.077.7119.435132.5732B029724996现拌普通混凝土C20(42.5) (碎石10mm（细石） 塌落度30-50mm)m3186.54275.9411$600401016$275.941$(1)散装水泥 42.5kg318.01.00.395.40.36114.482400100011(2)碎石 Φ5-10 （细石）m30.6381.070.044.66129.39282.5522400501133(3)净干砂（机制砂）m30.6561.070.045.92119.43578.3492400501159(4)水m30.181.03.110.563.110.5624031002187现拌抹灰砂浆（1:2.5）M40(42.5) ( 机制砂4.75mm 稠度50~70mm)m3233.313314.6571$600404015$314.657$(1)散装水泥 42.5kg545.01.00.3163.50.36196.22400100011(2)净干砂（机制砂）m30.9841.070.068.88119.435117.5242400501159(3)水m30.31.03.110.9333.110.93324031002188现拌抹灰砂浆（1:3）M30(42.5) ( 机制砂4.75mm 稠度50~70mm)m3206.313282.2571$600404016$282.257$(1)散装水泥 42.5kg455.01.00.3136.50.36163.82400100011(2)净干砂（机制砂）m30.9841.070.068.88119.435117.5242400501159(3)水m30.31.03.110.9333.110.93324031002189素水泥浆m3451.533541.6531$600404057$541.653$(1)水泥 32.5kg1502.01.00.3450.60.36540.722400100001(2)水m30.31.03.110.9333.110.933240310021810石油沥青玛帝脂m33265.883265.881$600404082$3265.88$(1)滑石粉kg252.01.00.65163.80.65163.82400500266(2)石油沥青 10#kg1048.01.02.963102.082.963102.082480100046附表五施工机械台班费汇总表工程名称:漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目单位：元序号名称及规格单位台班费（元）其 中折旧费修理及替换设备费安拆费人工费动力燃料费1X光探伤机 TX-2505台班169.70415.7728.480.49120.04.964X光探伤机TX-2505台班2变频机组 8.5kVA台班66.37615.1337.230.00.014.016变频机组8.5kVA台班3叉式起重机 5t台班384.6381.981.930.0120.0100.8叉式起重机5t台班4除锈喷砂机台班139.8411.647.753.450.0117.0除锈喷砂机台班5单柱立式车床 Φ1250台班288.76167.2741.970.5120.059.021单柱立式车床Φ1250台班6电动滚筒式混凝土搅拌机400L(房建)台班223.26916.2570.03.487176.027.525电动滚筒式混凝土搅拌机400L(房建)台班7电动空气压缩机3m3/min(房建)台班119.86413.4690.014.460.091.935电动空气压缩机3m3/min(房建)台班8电焊机 (交流) 25kVA台班46.511.721.770.680.042.34电焊机(交流)25kVA台班9电焊机（交流） 25kVA台班46.511.721.770.680.042.34电焊机(交流)25kVA台班10电焊机 (交流) 50kVA台班112.4422.823.011.20.0105.412电焊机(交流)50kVA台班11电焊机 (直流) 30kW台班98.235.293.941.40.087.6电焊机(直流)30kW台班12电焊机 25kVA台班46.511.721.770.680.042.34电焊机25kVA台班13电焊条烘干箱450×350×450mm(房建)台班16.2983.5930.06.2210.06.484电焊条烘干箱450×350×450mm(房建)台班14电焊条烘干箱600×500×750mm(房建)台班25.8646.5930.06.2210.013.05电焊条烘干箱600×500×750mm(房建)台班15电焊条烘干箱 容积600×500×750台班25.2459.717.140.00.08.395电焊条烘干箱容积600×500×750台班16对焊机 150型台班380.2826.0416.174.18120.0233.892对焊机150型台班17风（砂）水枪 6m3/min台班216.7341.32.430.00.0213.004风(砂)水枪6m3/min台班18风砂枪台班216.7341.32.430.00.0213.004风砂枪台班19风水枪台班216.7341.32.430.00.0213.004风水枪台班20钢筋调直机 14kW台班173.798.3515.863.3120.026.28钢筋调直机14kW台班21钢筋切断机 20kW台班201.126.1610.082.1120.062.78钢筋切断机20kW台班22钢筋切断机Φ40(房建)台班41.075.1150.07.4690.028.486钢筋切断机Φ40(房建)台班23钢筋弯曲机 Φ6-40台班155.022.778.551.8120.021.9钢筋弯曲机Φ6-40台班24灰浆搅拌机200L(房建)台班142.0092.5130.09.398122.227.878灰浆搅拌机200L(房建)台班25混凝土路面锯缝机不含刀片(房建)台班23.8426.460.00.00.017.382混凝土路面锯缝机不含刀片(房建)台班26混凝土输送泵 30m3/h台班562.626121.0875.189.42240.0116.946混凝土输送泵30m3/h台班27剪板机 20×2500台班317.5921.1419.010.94240.036.5剪板机20×2500台班28交流弧焊机容量21kV·A(房建)台班58.6161.7610.011.2830.045.572交流弧焊机容量21kV.A(房建)台班29胶轮车台班4.751.273.480.00.00.0胶轮车台班30搅拌机 0.4m3台班187.72612.221.515.48120.028.536搅拌机0.4m3台班31卷扬机 单筒慢速 起重量（5t）台班169.01815.816.840.38120.025.988卷扬机单筒慢速起重量(5t)台班32空气压缩机 电动移动式 9m3/min台班386.26222.5436.778.1120.0198.852空气压缩机电动移动式9m3/min台班33立式钻床 钻孔直径25mm台班133.775.834.290.0120.03.65立式钻床钻孔直径25mm台班34龙门刨床 大型台班702.26126.86157.8114.35120.0283.24龙门刨床大型台班35履带起重机 10t台班620.54147.0995.786.77240.0130.9履带起重机10t台班36履带式拖拉机 74kW台班589.5775.1895.385.76240.0173.25履带式拖拉机74kW台班37门座式起重机 10/30t高架台班1317.8546.66199.720.0240.0331.42门座式起重机10/30t高架台班38普通车床 φ400～600台班226.1139.3337.10.48120.029.2普通车床Φ400-600台班39汽车起重机 10t台班515.69121.093.240.0180.0121.45汽车起重机10t台班40汽车起重机 5t台班427.765.1565.10.0180.0117.45汽车起重机5t台班41汽车式起重机8t(房建)台班668.5793.7430.00.0330.0244.827汽车式起重机8t(房建)台班42汽车式起重机 提升质量8t台班471.695.7274.430.0180.0121.45汽车式起重机提升质量8t台班43洒水车 5m3台班483.667.9874.220.0120.0221.4洒水车5m3台班44砂浆搅拌机 0.25m3台班111.0352.974.622.796.04.745砂浆搅拌机0.25m3台班45砂浆搅拌机 0.4m3台班122.0254.887.715.0496.08.395砂浆搅拌机0.4m3台班46试压泵 压力25MPa台班157.0996.0217.921.99120.011.169试压泵压力25mPa台班47塔式起重机 10t台班657.075220.2799.623.25180.0133.955塔式起重机10t台班48推土机 59kw台班588.5585.44110.815.3240.0147.0推土机59kw台班49推土机 74kW台班670.6104.14134.516.45240.0185.5推土机74kW台班50推土机 88kW台班799.65152.44178.438.28240.0220.5推土机88kW台班51挖掘机 0.6m3台班739.11196.37123.113.39240.0166.25挖掘机0.6m3台班52挖掘机 1.0m3台班903.44236.21150.1316.35240.0260.75挖掘机1.0m3台班53蛙式夯实机 2.8kW台班256.0150.935.960.0240.09.125蛙式夯实机2.8kW台班54桅杆起重机 10t台班433.34644.9433.8526.81240.087.746桅杆起重机10t台班55铣床X5025台班175.55521.0121.011.49120.012.045铣床X5025台班56压路机 （全液压）10t台班410.8432.0660.030.0240.078.75压路机(全液压)10t台班57压路机 （全液压）13t台班511.1255.47101.90.0240.0113.75压路机(全液压)13t台班58摇臂钻床 Φ20～35台班158.22516.2911.20.15120.010.585摇臂钻床Φ20-35台班59摇臂钻床 Φ35～50台班176.59523.2315.980.23120.017.155摇臂钻床Φ35-50台班60圆盘锯台班276.8052.438.020.44240.025.915圆盘锯台班61载重汽车 5t台班381.144.9870.320.0120.0145.8载重汽车5t台班62振动器（插入式） 1.1kW台班10.6921.757.190.00.01.752振动器(插入式)1.1kW台班63振动器（插入式） 2.2kW台班11.1431.815.610.00.03.723振动器(插入式)2.2kW台班64振动器 1.1kW台班10.6921.757.190.00.01.752振动器1.1kW台班65振动器 2.2kW台班11.1431.815.610.00.03.723振动器2.2kW台班66直流弧焊机 功率20kW台班67.554.623.331.20.058.4直流弧焊机功率20kW台班67直流弧焊机容量20kV·A(房建)台班72.9844.4690.011.2830.057.232直流弧焊机容量20kV.A(房建)台班68直流弧焊机容量32kV·A(房建)台班90.2045.3810.011.2830.073.54直流弧焊机容量32kV.A(房建)台班69轴流通风机功率 7.5kW(房建)台班41.0212.6370.07.4690.030.915轴流通风机功率7.5kW(房建)台班70装载机 1m3台班407.3158.0840.580.0120.0188.65装载机1m3台班71自卸汽车 5t台班351.7156.5731.640.0120.0143.5自卸汽车5t台班72自卸汽车 8t台班470.73113.7676.320.0120.0160.65自卸汽车8t台班73自行式平地机 118kW台班960.56193.63222.430.0240.0304.5自行式平地机118kW台班补充三人材机用量汇总表工程名称：漳州市龙海区湖后水库综合利用提质增效项目-提质增效项目序号名称及规格单位数量含税价（元）税率(%)不含税价（元）基价差价备注材料号材料标识1定额人工费元91827.291.00.01.0110.00.0000000018A$000000018$1.011$定额人工费元2技工工日6525.31120.00.0120.00.00.0900010A$900010$120$技工工日3机械工(技工)工日828.85120.00.0120.00.00.0900011A$900011$120$机械工(技工)工日4普工工日7646.8385.00.085.00.00.0900020A$900020$85$普工工日5畜力工日1038.7685.00.085.00.00.0900030A$900030$85$畜力工日6水泥 32.5kg79.970.3530.00.360.30.06400100001A1$400100001$0.36$水泥32.5Kg7水泥42.5kg1342698.860.4380.130.3880.30.09400100002A1$400100002$0.388$水泥42.5Kg8散装水泥 42.5kg959.950.3530.00.360.30.06400100011A1$400100011$0.36$散装水泥42.5Kg9碎石 ≤4cmm33223.51133.2740.03129.39270.059.39400500147A1$400500147$129.392$碎石≤4cmm310滑石粉kg309.750.7340.130.650.00.0400500266A1$400500266$0.65$滑石粉Kg11碎石 Φ5-10 （细石）m30.32127.480.0129.39270.059.39400501133A1$400501133$129.392$碎石Φ5-10(细石)m312净干砂（机制砂）m31.93119.4350.0119.43570.049.44400501159A1$400501159$119.435$净干砂(机制砂)m313水m37122.83.2030.033.110.00.0403100218A1$403100218$3.11$水m314石油沥青 10#kg1288.183.3450.132.960.00.0480100046A1$480100046$2.96$石油沥青10#Kg15机制砂（用于混凝土、砂浆）m32450.74123.0180.03119.43570.049.44B02972499A1$B02972499$119.435$机制砂(用于混凝土、砂浆)m316折旧费元45965.371.00.01.00.00.0CL_DJ11A1$CL_DJ11$1$折旧费元17折旧费(房建)元3022.91.00.00.8849560.00.0CL_DJ11_TJA1$CL_DJ11_TJ$0.885$折旧费(房建)元18修理及替换设备费元37078.911.00.01.00.00.0CL_DJ12A1$CL_DJ12$1$修理及替换设备费元19检修费(房建)元837.251.00.00.8849560.00.0CL_DJ12_TJA1$CL_DJ12_TJ$0.885$检修费(房建)元20安装拆卸费元2720.561.00.01.00.00.0CL_DJ13A1$CL_DJ13$1$安装拆卸费元21维护费(房建)元1964.541.00.00.8849560.00.0CL_DJ13_TJA1$CL_DJ13_TJ$0.885$维护费(房建)元22安拆费及场外运费(房建)元4329.371.00.00.8849560.00.0CL_DJ14_TJA1$CL_DJ14_TJ$0.885$安拆费及场外运费(房建)元23其他费用(房建)元0.991.00.00.9433960.00.0CL_DJ15_TJA1$CL_DJ15_TJ$0.943$其他费用(房建)元24风m325013.170.2260.130.20.00.0003044A2$003044$0.2$风m325柴油kg6825.657.9440.137.033.53.53480100002A2$480100002$7.03$柴油Kg26汽油kg2138.439.8540.138.724.54.22480100028A2$480100028$8.72$汽油Kg27电kw·h112383.740.8450.130.730.00.0909880A2$909880$0.73$电kw.h28定额人工费(房建机械)元59.951.00.01.00.00.0B01754098A2$B01754098$1$定额人工费(房建机械)元29DN500PVC导流管m14.6999.9150.1388.420.00.0B03736827F$B03736827$88.42$DN500PVC导流管m30纯混凝土 C20 水泥42.5 2级配 机制砂 碎石≤4cmm3272.230.00.0284.178183.359100.82018-5B$018-5$284.178$纯混凝土C20水泥42.52级配机制砂碎石≤4cmm3P31纯混凝土 C25 水泥42.5 2级配 机制砂 碎石≤4cmm33810.740.00.0292.113189.975102.14022-5B$022-5$292.113$纯混凝土C25水泥42.52级配机制砂碎石≤4cmm3P32石棉橡胶板 δ1-6kg26.713.640.03.640.00.020201528B$20201528$3.64$石棉橡胶板Φ1-6Kg33水泥砌筑砂浆 M5 水泥42.5m30.590.00.0225.259149.11576.14275-0B$275-0$225.259$水泥砌筑砂浆m5水泥42.5m3P34水泥砌筑砂浆 M7.5 水泥42.5m373.920.00.0232.74155.12377.62276-0B$276-0$232.74$水泥砌筑砂浆m7.5水泥42.5m3P35水泥砌筑砂浆 M10 水泥42.5m3105.060.00.0240.222161.13179.09277-0B$277-0$240.222$水泥砌筑砂浆m10水泥42.5m3P36白水泥Kg73.710.8220.130.8220.00.0400100003B$400100003$0.822$白水泥Kg37袋装水泥32.5kg2.090.4030.120.360.30.06400100016B$400100016$0.36$袋装水泥32.5Kg38袋装水泥42.5kg5.470.4380.130.3880.30.09400100017B$400100017$0.388$袋装水泥42.5Kg39碎石m3377.91131.3040.03129.39270.059.39400500132B$400500132$129.392$碎石m340碎石5～31.5mmm30.01131.30.03129.39270.059.39400500142B$400500142$129.392$碎石5-31.5mmm341钢化玻璃δ6m21.2553.110.1347.00.00.0401101017B$401101017$47$钢化玻璃Φ6m242乳液型涂料Kg8.989.580.139.580.00.0401700032B$401700032$9.58$乳液型涂料Kg43抗碱底涂料kg7.3712.050.1312.050.00.0401700081B$401700081$12.05$抗碱底涂料Kg44板式橡胶支座cm3565210.00.080.140.070.00.0402101001B$402101001$0.07$板式橡胶支座cm345聚氨酯发泡密封胶750ml/支支2.1411.950.1311.950.00.0402101093B$402101093$11.95$聚氨酯发泡密封胶750ml/支支46塑料胀管Φ6-8个2.20.0560.130.050.00.0402101279B$402101279$0.05$塑料胀管Φ6-8个47冲击钻头Φ6～8个0.015.130.135.130.00.0402300001B$402300001$5.13$冲击钻头Φ6-8个48镀锌铁丝8#Kg1.539.1420.138.090.00.0402300020B$402300020$8.09$镀锌铁丝8#Kg49木螺钉φ2～4×6～65个2.080.020.00.020.00.0402300072B$402300072$0.02$木螺钉Φ2-4×6-65个50铁砂布0#～2#张1572.670.810.120.810.00.0402300265B$402300265$0.81$铁砂布0#-2#张51小五金费用元15.011.00.01.00.00.0402300469B$402300469$1$小五金费用元52镀锌铁丝Φ2.2～1.2kg0.099.780.138.650.00.0402301160B$402301160$8.65$镀锌铁丝Φ2.2-1.2Kg53棉纱Kg0.35.8990.135.220.00.0402500003B$402500003$5.22$棉纱Kg54破布Kg216.246.5540.135.80.00.0402500077B$402500077$5.8$破布Kg55电焊条结422φ3.2Kg539.787.7520.136.860.00.0402700008B$402700008$6.86$电焊条结422Φ3.2Kg56松香焊锡丝综合m0.051.170.131.170.00.0402700130B$402700130$1.17$松香焊锡丝综合m57防水剂Kg22.172.540.132.540.00.0402900038B$402900038$2.54$防水剂Kg58建筑胶kg24.551.950.131.950.00.0402900090B$402900090$1.95$建筑胶Kg59煤Kg190.940.580.130.5130.00.0403100001B$403100001$0.513$煤Kg60其他材料费元448.981.00.01.00.00.0403100249B$403100249$1$其他材料费元61金刚石刀片片5.07437.9990.13387.610.00.0403100673B$403100673$387.61$金刚石刀片片62腻子粉kg48.11.020.131.020.00.0403100969B$403100969$1.02$腻子粉Kg63金属片φ150片0.11.110.130.980.00.0403100986B$403100986$0.98$金属片Φ150片64玻璃胶300ml支2.878.850.138.850.00.0403101335B$403101335$8.85$玻璃胶300ml支65电气绝缘胶带18mm×10m×0.13mm卷0.113.540.133.540.00.0403101453B$403101453$3.54$电气绝缘胶带18mm×10m×0.13mm卷66锡基钎料kg0.0842.480.1342.480.00.0403101755B$403101755$42.48$锡基钎料Kg67木柴Kg19.090.520.130.460.00.0420100053B$420100053$0.46$木柴Kg68工字钢t0.023825.0050.133384.960.00.0430100193B$430100193$3384.96$工字钢t69角钢综合Kg0.43.7240.133.2960.00.0430100204B$430100204$3.296$角钢综合Kg70钢板 δ10-12kg18771.993.6890.133.2650.00.0430100282B$430100282$3.265$钢板Φ10-12Kg71钢锯条根0.110.260.130.230.00.0430500057B$430500057$0.23$钢锯条根72平垫铁综合价Kg0.153.280.173.280.00.0430500596B$430500596$3.28$平垫铁综合价Kg73铝合金型材Kg9.121.4040.1321.4040.00.0430700075B$430700075$21.404$铝合金型材Kg74塑料管综合Kg0.136.550.176.550.00.0442300095B$442300095$6.55$塑料管综合Kg75螺栓综合套0.481.2430.131.10.00.0452101263B$452101263$1.1$螺栓综合套76半圆头镀锌螺栓m2-5×15-50个6.240.390.130.390.00.0452101269B$452101269$0.39$半圆头镀锌螺栓m2-5×15-50个77醇酸防锈漆C53-1Kg0.019.910.139.910.00.0470100015B$470100015$9.91$醇酸防锈漆C53-1Kg78聚氨酯磁漆Kg2.9521.170.1321.170.00.0470100093B$470100093$21.17$聚氨酯磁漆Kg79聚氨酯底漆Kg2.9517.040.1317.040.00.0470100094B$470100094$17.04$聚氨酯底漆Kg80玻璃胶350g支0.7112.960.1312.960.00.0470100148B$470100148$12.96$玻璃胶350g支81固化剂Kg155.2916.0010.1314.160.00.0470700001B$470700001$14.16$固化剂Kg82玻璃纤维布m22787.281.4580.131.290.00.0470900045B$470900045$1.29$玻璃纤维布m283汽油92#kg0.216.910.136.910.00.0480101012B$480101012$6.91$汽油92#Kg84二甲苯Kg1.826.00.136.00.00.0480300022B$480300022$6$二甲苯Kg85电力复合酯Kg0.4121.470.1721.470.00.0480300167B$480300167$21.47$电力复合酯Kg86粘合剂507Kg0.018.540.137.560.00.0481100015B$481100015$7.56$粘合剂507Kg87硬铜绞线TJ-2.5～4m3.131.8980.131.680.00.0500100460B$500100460$1.68$硬铜绞线TJ-2.5-4m88自粘性塑料带20×20000卷0.13.9550.133.50.00.0501300072B$501300072$3.5$自粘性塑料带20×20000卷89铜芯塑料绝缘电线BV-6m0.614.8250.134.270.00.0501300074B$501300074$4.27$铜芯塑料绝缘电线BV-6m90铜芯塑料绝缘电线BV-2.5m1.532.0380.121.820.00.0501300079B$501300079$1.82$铜芯塑料绝缘电线BV-2.5m91铜接线端子DT-6个2.031.330.131.330.00.0510500072B$510500072$1.33$铜接线端子DT-6个92铜接线端子20A个1.020.320.120.320.00.0510500151B$510500151$0.32$铜接线端子20A个93现拌普通混凝土C20(42.5) (碎石10mm（细石） 塌落度30-50mm)m30.510.00.0275.941186.5489.4600401016B$600401016$275.941$现拌普通混凝土C20(42.5)(碎石10mm(细石)塌落度30-50mm)m3P94现拌抹灰砂浆（1:2.5）M40(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.680.00.0314.657233.31381.34600404015B$600404015$314.657$现拌抹灰砂浆(1:2.5)m40(42.5)(机制砂4.75mm稠度50-70mm)m3P95现拌抹灰砂浆（1:3）M30(42.5) ( 机制砂4.75mm 稠度50~70mm)m30.940.00.0282.257206.31375.94600404016B$600404016$282.257$现拌抹灰砂浆(1:3)m30(42.5)(机制砂4.75mm稠度50-70mm)m3P96素水泥浆m30.050.00.0541.653451.53390.12600404057B$600404057$541.653$素水泥浆m3P97石油沥青玛帝脂m31.230.00.03265.883265.880.0600404082B$600404082$3265.88$石油沥青玛帝脂m3P98沥青t3.764101.90.133630.00.00.0900220B$900220$3630$沥青t99锯材m311.191457.2480.131289.60.00.0900580B$900580$1289.6$锯材m3100木柴t1.27519.80.13460.00.00.0901090B$901090$460$木柴t101密封胶kg0.1311.1640.139.880.00.0901110B$901110$9.88$密封胶Kg102毛石m3118.37102.5170.0399.53170.029.53901190B$901190$99.531$毛石m3103电焊条kg3877.525.6270.134.980.00.0901450B$901450$4.98$电焊条Kg104复合土工膜m2524.063.390.133.00.00.0901800B$901800$3$复合土工膜m2105板枋材m371.351457.2480.131289.60.00.0901850B$901850$1289.6$板枋材m3106编织袋个109.960.3050.130.270.00.0901920B$901920$0.27$编织袋个107工程胶kg9.8956.50.1350.00.00.0902020B$902020$50$工程胶Kg108钢板kg3688.133.6890.133.2650.00.0902280B$902280$3.265$钢板Kg109钢材kg6820.03.540.03.540.00.0902320B$902320$3.54$钢材Kg110防锈漆kg9.8711.1640.139.880.00.0902640B$902640$9.88$防锈漆Kg111钢轨kg8680.635.5030.134.870.00.0902690B$902690$4.87$钢轨Kg112黄油kg2.9810.4980.139.290.00.0902820B$902820$9.29$黄油Kg113探伤材料张825.34.8250.134.270.00.0903290B$903290$4.27$探伤材料张114碳精棒根2493.557.5940.136.720.00.0903300B$903300$6.72$碳精棒根115油漆材料费元51.031.00.01.00.00.0903390B$903390$1$油漆材料费元116棉纱头kg3.626.1470.135.440.00.0903540B$903540$5.44$棉纱头Kg117木材m30.551509.680.131336.00.00.0903720B$903720$1336$木材m3118石英砂m30.4315.0050.03305.830.00.0903750B$903750$305.83$石英砂m3119橡胶止水带ｍ8.1425.210.1322.310.00.0903900B$903900$22.31$橡胶止水带ｍ120型钢kg7766.83.4950.133.0930.00.0903930B$903930$3.093$型钢Kg121氧气m31551.024.3730.133.870.00.0904010B$904010$3.87$氧气m3122乙炔气m3474.1231.0640.1327.490.00.0904050B$904050$27.49$乙炔气m3123油漆kg337.3415.8770.1314.050.00.0904080B$904080$14.05$油漆Kg124铁垫板kg1078.977.0510.136.240.00.0904160B$904160$6.24$铁垫板Kg125铁钉kg321.3711.2210.139.930.00.0904170B$904170$9.93$铁钉Kg126铁件kg215.184.10.133.6280.00.0904190B$904190$3.628$铁件Kg127土工布m222.126.00.135.310.00.0904320B$904320$5.31$土工布m2128铁丝kg1054.213.2660.132.890.00.0904410B$904410$2.89$铁丝Kg129圆木m39.511105.5020.13978.320.00.0904720B$904720$978.32$圆木m3130胶合模板（18mm）m2606.8428.1370.1324.90.00.0906210B$906210$24.9$胶合模板(18mm)m2131标准砖 240X115X53千块1.37508.50.13450.00.00.0907490B$907490$450$标准砖240X115X53千块132水泥t31.19398.890.13360.06300.060.06907680B$907680$360.06$水泥t133乙炔气Kg66.9423.3010.1320.620.00.0909660B$909660$20.62$乙炔气Kg134酚醛调和漆kg0.0311.970.1311.970.00.0910100746B$910100746$11.97$酚醛调和漆Kg135套接管m0.113.00.132.650.00.0910101988B$910101988$2.65$套接管m136尼龙砂轮片φ100片0.722.3840.132.110.00.0911610B$911610$2.11$尼龙砂轮片Φ100片137法兰截止阀 J41T-16DN50个0.23130.670.0130.670.00.0923600B$923600$130.67$法兰截止阀J41T-16DN50个138平焊法兰 PN1.6MPaDN50片0.2216.230.016.230.00.0923610B$923610$16.23$平焊法兰PN1.6mPaDN50片139镀锌钢管 DN50m12.120.2320.020.2320.00.0923620B$923620$20.232$镀锌钢管DN50m140钢板 δ4.5-8kg3.383.9870.03.9870.00.0923630B$923630$3.987$钢板Φ4.5-8Kg141带帽带垫螺栓kg14.916.550.06.550.00.0923640B$923640$6.55$带帽带垫螺栓Kg142涂料稀释剂IPN8710kg943.619.210.1317.00.00.0B00354759B$B00354759$17$涂料稀释剂IPN8710Kg143IPN8710-2B涂料kg935.4542.680.1337.770.00.0B00533460B$B00533460$37.77$IPN8710-2B涂料Kg144畜力转运水泥砂浆（运距500m）m3161.49124.710.0124.710.00.0B00830569B$B00830569$124.71$畜力转运水泥砂浆(运距500m)m3145BV-2.5m34.962.0570.131.820.00.0B00901741B$B00901741$1.82$BV-2.5m146畜力转运混凝土（运距200m）m31170.6384.180.084.180.00.0B01132725B$B01132725$84.18$畜力转运混凝土(运距200m)m3147三联开关 10A个1.0216.33980.1314.460.00.0B01160040B$B01160040$14.46$三联开关10A个148畜力转运预制盖板（运距500m）m31519.68250.00.0250.00.00.0B02011704B$B02011704$250$畜力转运预制盖板(运距500m)m3149安全插座 10A/单相三线+单相二线套1.0214.99510.1313.270.00.0B02019190B$B02019190$13.27$安全插座10A/单相三线+单相二线套150DN600 钢制Y型对称岔管个1.05484.42110.134853.470.00.0B02382753B$B02382753$4853.47$DN600钢制Y型对称岔管个151IPN8710-3涂料kg477.8243.22250.1338.250.00.0B02442279B$B02442279$38.25$IPN8710-3涂料Kg152φ800塑料盲沟m109.1878.26380.1369.260.00.0B02707368B$B02707368$69.26$Φ800塑料盲沟m153BV-4m12.313.3220.132.940.00.0B03559378B$B03559378$2.94$BV-4m154畜力转运混凝土（运距500m）m31072.06124.820.0124.820.00.0B04596434B$B04596434$124.82$畜力转运混凝土(运距500m)m3155烤漆门m21.85584.00.13584.00.00.0B04753985B$B04753985$584$烤漆门m2156PC20m11.991.2430.131.10.00.0B05927324B$B05927324$1.1$PC20m157安全插座 16A/单相三线套1.0215.08550.1313.350.00.0B06058602B$B06058602$13.35$安全插座16A/单相三线套158螺纹钢筋ｔ140.353332.9950.132949.5532600.0349.55B06387059B$B06387059$2949.553$螺纹钢筋ｔ159IPN8710-1涂料kg481.839.7870.1335.210.00.0B07434917B$B07434917$35.21$IPN8710-1涂料Kg160配电箱台1.0300.00.0300.00.00.0B07728902B$B07728902$300$配电箱台161机制砂（用于回填、垫层）m3335.11102.5170.0399.53170.029.53B08254208B$B08254208$99.531$机制砂(用于回填、垫层)m3162吸顶式单管荧光灯（1*36W T8三基色灯管）套1.0149.8330.1344.10.00.0B09066109B$B09066109$44.1$吸顶式单管荧光灯(1×36WT8三基色灯管)套163DN400 钢制Y型对称岔管个1.01273.97330.131127.410.00.0B09680927B$B09680927$1127.41$DN400钢制Y型对称岔管个16410kV专线供电km1.0100000.00.0100000.00.00.0BC001B$BC001$100000$10kV专线供电km165拆除现状启闭机、闸门（外弃5km）项1.01000.00.01000.00.00.0BC002B$BC002$1000$拆除现状启闭机、闸门(外弃5km)项166拆除现状闸门（外弃5km）项1.0800.00.0800.00.00.0BC003B$BC003$800$拆除现状闸门(外弃5km)项167挖掘机 0.6m3台班5.650.00.0906.785739.11167.681004C$1004$906.785$挖掘机0.6m3台班J168挖掘机 1.0m3台班5.570.00.01166.425903.44262.991005C$1005$1166.425$挖掘机1.0m3台班J169装载机 1m3台班2.410.00.0597.577407.31190.271016C$1016$597.577$装载机1m3台班J170推土机 59kw台班1.270.00.0736.81588.55148.261022C$1022$736.81$推土机59kw台班J171推土机 74kW台班2.40.00.0857.69670.6187.091023C$1023$857.69$推土机74kW台班J172推土机 88kW台班1.420.00.01022.04799.65222.391024C$1024$1022.04$推土机88kW台班J173履带式拖拉机 74kW台班1.270.00.0764.305589.57174.741036C$1036$764.305$履带式拖拉机74kW台班J174自行式平地机 118kW台班2.550.00.01267.67960.56307.111043C$1043$1267.67$自行式平地机118kW台班J175压路机 （全液压）10t台班0.640.00.0490.265410.8479.431050C$1050$490.265$压路机(全液压)10t台班J176压路机 （全液压）13t台班4.460.00.0625.845511.12114.731051C$1051$625.845$压路机(全液压)13t台班J177蛙式夯实机 2.8kW台班23.260.00.0256.015256.0150.01053C$1053$256.015$蛙式夯实机2.8kW台班J178砂浆搅拌机 0.25m3台班0.050.00.0111.035111.0350.02001C$2001$111.035$砂浆搅拌机0.25m3台班J179砂浆搅拌机 0.4m3台班4.480.00.0122.025122.0250.02002C$2002$122.025$砂浆搅拌机0.4m3台班J180搅拌机 0.4m3台班111.740.00.0187.726187.7260.02004C$2004$187.726$搅拌机0.4m3台班J181混凝土输送泵 30m3/h台班0.010.00.0562.626562.6260.02033C$2033$562.626$混凝土输送泵30m3/h台班J182振动器 1.1kW台班12.120.00.010.69210.6920.02037C$2037$10.692$振动器1.1kW台班J183振动器（插入式） 1.1kW台班10.230.00.010.69210.6920.02037C$2037$10.692$振动器(插入式)1.1kW台班J184振动器（插入式） 2.2kW台班121.750.00.011.14311.1430.02039C$2039$11.143$振动器(插入式)2.2kW台班J185振动器 2.2kW台班37.690.00.011.14311.1430.02039C$2039$11.143$振动器2.2kW台班J186变频机组 8.5kVA台班18.90.00.066.37666.3760.02040C$2040$66.376$变频机组8.5kVA台班J187风（砂）水枪 6m3/min台班4.020.00.0216.734216.7340.02067C$2067$216.734$风(砂)水枪6m3/min台班J188风水枪台班11.20.00.0216.734216.7340.02067C$2067$216.734$风水枪台班J189风砂枪台班15.140.00.0216.734216.7340.02067C$2067$216.734$风砂枪台班J190载重汽车 5t台班55.710.00.0517.828381.1136.733004C$3004$517.828$载重汽车5t台班J191自卸汽车 5t台班29.620.00.0496.44351.71144.733012C$3012$496.44$自卸汽车5t台班J192自卸汽车 8t台班44.130.00.0632.757470.73162.033013C$3013$632.757$自卸汽车8t台班J193洒水车 5m3台班1.270.00.0691.224483.6207.623041C$3041$691.224$洒水车5m3台班J194胶轮车台班688.680.00.04.754.750.03045C$3045$4.75$胶轮车台班J195门座式起重机 10/30t高架台班9.050.00.01317.81317.80.04006C$4006$1317.8$门座式起重机10/30t高架台班J196塔式起重机 10t台班45.450.00.0657.075657.0750.04012C$4012$657.075$塔式起重机10t台班J197履带起重机 10t台班0.450.00.0752.562620.54132.024030C$4030$752.562$履带起重机10t台班J198汽车起重机 5t台班9.810.00.0537.842427.7110.144045C$4045$537.842$汽车起重机5t台班J199汽车式起重机 提升质量8t台班0.340.00.0594.091471.6122.494046C$4046$594.091$汽车式起重机提升质量8t台班J200汽车起重机 10t台班58.010.00.0638.181515.69122.494047C$4047$638.181$汽车起重机10t台班J201叉式起重机 5t台班0.530.00.0486.294384.63101.664066C$4066$486.294$叉式起重机5t台班J202桅杆起重机 10t台班1.670.00.0433.346433.3460.04069C$4069$433.346$桅杆起重机10t台班J203卷扬机 单筒慢速 起重量（5t）台班166.160.00.0169.018169.0180.04098C$4098$169.018$卷扬机单筒慢速起重量(5t)台班J204平板式混凝土振捣器(房建)台班0.039.750.09.750.00.0611100056C$611100056$9.75$平板式混凝土振捣器(房建)台班205氧割设备(房建)台班0.66113.950.00912112.920.00.0611300188C$611300188$112.92$氧割设备(房建)台班206其他机械费元10.611.00.01.00.00.0612300299C$612300299$1$其他机械费元207混凝土路面锯缝机不含刀片(房建)台班12.710.00.023.84223.8420.0620210109C$620210109$23.842$混凝土路面锯缝机不含刀片(房建)台班J208汽车式起重机8t(房建)台班0.060.00.0768.928668.57100.36620210213C$620210213$768.928$汽车式起重机8t(房建)台班J209电动滚筒式混凝土搅拌机400L(房建)台班0.040.00.0223.269223.2690.0620210386C$620210386$223.269$电动滚筒式混凝土搅拌机400L(房建)台班J210灰浆搅拌机200L(房建)台班0.270.00.0142.009142.0090.0620210446C$620210446$142.009$灰浆搅拌机200L(房建)台班J211钢筋切断机Φ40(房建)台班1.060.00.041.0741.070.0620210464C$620210464$41.07$钢筋切断机Φ40(房建)台班J212交流弧焊机容量21kV·A(房建)台班0.010.00.058.61658.6160.0620210696C$620210696$58.616$交流弧焊机容量21kV.A(房建)台班J213直流弧焊机容量20kV·A(房建)台班1.780.00.072.98472.9840.0620210709C$620210709$72.984$直流弧焊机容量20kV.A(房建)台班J214直流弧焊机容量32kV·A(房建)台班72.910.00.090.20490.2040.0620210710C$620210710$90.204$直流弧焊机容量32kV.A(房建)台班J215电焊条烘干箱450×350×450mm(房建)台班7.290.00.016.29816.2980.0620210741C$620210741$16.298$电焊条烘干箱450×350×450mm(房建)台班J216电焊条烘干箱600×500×750mm(房建)台班0.170.00.025.86425.8640.0620210743C$620210743$25.864$电焊条烘干箱600×500×750mm(房建)台班J217电动空气压缩机3m3/min(房建)台班133.680.00.0119.864119.8640.0620210766C$620210766$119.864$电动空气压缩机3m3/min(房建)台班J218轴流通风机功率 7.5kW(房建)台班133.680.00.041.02141.0210.0620210859C$620210859$41.021$轴流通风机功率7.5kW(房建)台班J219空气压缩机 电动移动式 9m3/min台班0.730.00.0386.262386.2620.08015C$8015$386.262$空气压缩机电动移动式9m3/min台班J220试压泵 压力25MPa台班3.830.00.0157.099157.0990.08060C$8060$157.099$试压泵压力25mPa台班J221直流弧焊机 功率20kW台班1.190.00.067.5567.550.08076C$8076$67.55$直流弧焊机功率20kW台班J222电焊机 (直流) 30kW台班289.00.00.098.2398.230.08077C$8077$98.23$电焊机(直流)30kW台班J223电焊机 25kVA台班99.070.00.046.5146.510.08078C$8078$46.51$电焊机25kVA台班J224电焊机 (交流) 25kVA台班67.110.00.046.5146.510.08078C$8078$46.51$电焊机(交流)25kVA台班J225电焊机 (交流) 50kVA台班4.770.00.0112.442112.4420.08079C$8079$112.442$电焊机(交流)50kVA台班J226对焊机 150型台班4.130.00.0380.282380.2820.08081C$8081$380.282$对焊机150型台班J227钢筋弯曲机 Φ6-40台班9.630.00.0155.02155.020.08087C$8087$155.02$钢筋弯曲机Φ6-40台班J228钢筋切断机 20kW台班4.130.00.0201.12201.120.08090C$8090$201.12$钢筋切断机20kW台班J229钢筋调直机 14kW台班5.50.00.0173.79173.790.08091C$8091$173.79$钢筋调直机14kW台班J230剪板机 20×2500台班0.960.00.0317.59317.590.08104C$8104$317.59$剪板机20×2500台班J231普通车床 φ400～600台班14.880.00.0226.11226.110.08112C$8112$226.11$普通车床Φ400-600台班J232摇臂钻床 Φ20～35台班0.660.00.0158.225158.2250.08113C$8113$158.225$摇臂钻床Φ20-35台班J233摇臂钻床 Φ35～50台班0.870.00.0176.595176.5950.08114C$8114$176.595$摇臂钻床Φ35-50台班J234立式钻床 钻孔直径25mm台班0.720.00.0133.77133.770.08116C$8116$133.77$立式钻床钻孔直径25mm台班J235龙门刨床 大型台班4.80.00.0702.26702.260.08121C$8121$702.26$龙门刨床大型台班J236铣床X5025台班0.810.00.0175.555175.5550.08122C$8122$175.555$铣床X5025台班J237单柱立式车床 Φ1250台班4.050.00.0288.761288.7610.08123C$8123$288.761$单柱立式车床Φ1250台班J238圆盘锯台班11.140.00.0276.805276.8050.08124C$8124$276.805$圆盘锯台班J239电焊条烘干箱 容积600×500×750台班0.150.00.025.24525.2450.08126C$8126$25.245$电焊条烘干箱容积600×500×750台班J240除锈喷砂机台班0.730.00.0139.84139.840.08137C$8137$139.84$除锈喷砂机台班J241X光探伤机 TX-2505台班44.950.00.0169.704169.7040.08147C$8147$169.704$X光探伤机TX-2505台班J

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投标 / 标书制作要点（原创）

本综合利用提质增效 提质增效 综合利用提质增效项涉及「中标结果公示」，投标方需重点关注：① 营业执照经营范围须含中标结果公示或对应服务类目；② 提供同类项目业绩证明；③ 报价方案与售后响应须明确；④ 紧盯投标截止与开标节点，建议提前完成标书制作与盖章。当地项目常要求本地化服务能力与快速响应，务必在投标文件中凸显。

标书制作联系冯经理：17551026086