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          Ƣ迎来到通化钢铁股䆾有限公司Q?/p>

          采购公告 (zhn)当前的位置Q?/i>首页 > 公司公告 > 采购公告

          通钢公司炼钢事业部斜板沉淀(wn)池道路维修项目招标公?/h3>

          发表旉Q?023-10-25 16:05:53

          通化钢铁股䆾有限公司拟招标采购炼钢事业部斜板沉淀(wn)池道路维修项目,Ƣ迎W合资格要求?/span>具备承揽能力、诚实守?/span>的企业参与?/span>

          1?/span>目内容Q?/span>

          序号

          目名称

          目主要内容

          备注

          1

          斜板沉淀(wn)池道路维?/span>

          一?/span>板坯甉|室边道\
          1、挖掘机挖渣q汽车外q?0km,87m*7.5m*1.1m-1.6m3*7=706.55m3?/span>
          2、h工挖沟及(qing)坑内淤惔Qh工水q?0m,人工装RQ汽车外q?0km,  87m*1.5m*1.8m=234.9m3?/span>
          3、沟内取土回填:(x)挖掘机挖?装RQ汽车外q?kmx工点Qh工水q?0mQh工回填ƈ夯实Q?7m*1.5m*1.8m-9.8m3*7=166.3m3?/span>
          4、\基基层碾压, 87m*7.5m=652.5m2?/span>
          5、毛石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?7m*7.5m*0.6m=391.5m3?/span>
          6、毛石灌垫层机械^整碾?7m*7.5m=652.5m2?/span>
          7、碎石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?7m*7.5m*0.2m=130.5m3?/span>
          8、碎石灌垫层机械^整碾压,87m*7.5m=652.5m2?/span>
          9、现C30钢砼地面Q商品砼Q,87m*7.5m*0.3m=195.75m3Q钢{制作,安装Φ18mmQ{(87m+0.72m*10)*(7.5m/0.2m+1)+7.5m*(87m/0.2m+1)]*2+1.1m*2610}*0.002t/m=33.33t?/span>
          10、机械拆除红砖下水井Q拆除物人工装RQ汽车外q?0km。重新用M7.5#水惔砂浆砌红砖,3.14*2.5m*(0.88m+0.33m)*0.24m*7=15.96m3?/span>
          11、下水井周边?:2水惔砂浆扑^层?80mmQ?.7854*(1.782m-0.72m)*7=14.73m2?/span>
          12、下水井直爬梯拆除,重新制作Q安?Φ18mm 1m*9*2Kg/m*7=126Kg?/span>
          13、井盖保护性拆除,利旧安装用h?个?/span>
          二、粗颗粒室及(qing)外部挡水?/span>
          1、h工挖淤惔,人工水^q距20m,人工装RQ汽车外q?0km, (20m*10m+9m*5.5m)*1m=249.5m3?/span>
          2、机械拆除钢砼地面,拆除物h工水q?0m,人工装RQ汽车外q?0kmQ? 20m*10m+9m*5.5m)*0.5m=124.75m3
          3、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班4个,用氧?2Ӟ乙炔6Ӟ20t自卸汽R台班1个,用h?8个?/span>
          4、h工挖土(四类土)Q土方h工水q?0m,人工装RQ汽车外q?0km土方Q? 20m*10m+9m*5.5m)*0.8m=199.6m3Q沟?4m*1.6m*1.3m=49.92m3?/span>
          5、地基基层碾?   20m*10m+9m*5.5m=249.5m2?/span>
          6、毛石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?0m*10m+9m*5.5mQ?0.8m=199.6m3?
          7、毛石灌垫层机械^整碾? 20m*10m+9m*5.5m=249.5m2?
          8、碎石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?0m*10m+9m*5.5mQ?0.2m=49.9m3?/span>
          9、碎石灌垫层机械^整碾?0m*10m+9m*5.5m=249.5m2?
          10、现C30钢砼Q商品砼Q地? 20m*10m+9m*5.5m)*0.3m=74.85m3Q钢{制作,安装Φ18mmQ?.43t?/span>
          11、现C15砼垫层(商品|24m*1.6m*0.1m=3.84m3?/span>
          12、现C30钢砼墙,24m*(0.8m*1.2m+0.3m*0.5m)=26.64m3Q?钢筋制作Q安装?8mm  (4.4m*121+24m*22)*0.00121t/m=1.28t?/span>
          13、h工回填土q夯?9.92m3-3.84m3-23.04m3=23.04m3?/span>

          二?/span>道\
          1、h工挖淤惔,人工水^q距10mQh工装车,自卸汽R外运10kmQ?5.5m*22m*0.5m+(21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m)*0.4m+(62m*16m+42m*20m+15m*5m)*0.35m+60m*8m*0.15m=2166.15m3?/span>
          2、机械拆除钢砼地面,装蝲车,自卸汽R外运10kmQ(35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m)*0.5m=2879.25m3?/span>
          3、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班96个,用氧?88Ӟ乙炔144Ӟ20t自卸汽R台班6个,用h?80个?/span>
          4、挖掘机挖土Q装车,自卸汽R外运10kmQ(35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m)*0.8m=4606.8m3?/span>
          5、\基基层机械碾压,35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m-239m*1.6m=5376.1m2?/span>
          6、毛石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q(35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m-239m*1.6m)*0.8m=4300.88m3?/span>
          7、毛石灌垫层机械碾?376.1m2?/span>
          8、碎石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q(35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m-239m*1.6m)*0.2m=1075.22m3?/span>
          9、碎石灌垫层机械碾?376.1m2
          10、现C30钢砼地面Q商品砼Q,Q?5.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m-239m*1.6m)*0.3m=1612.83m3Q? 钢筋制作Q安装?8mmQ{[(35.5m+0.72m*5Q?Q?2m/0.2m+1Q?(22m+0.72m*4)*(35.5m/0.2m+1)
          +(21.5m+0.72m*3)*(20m*0.2m+1)+(20m+0.72m*3)*(21.5m/0.2m+1)+(11m+0.72m)*(5.5m/0.2m+1)+5.5m*(11m/0.2m+1)+(42m+0.72m*5)*(20m/0.2m+1)+(20m+0.72m*3)*(42m/0.2m+1)+(20m+0.72m*2)*(3m/0.2m+1)+3m*(20m/0.2m+1)+(60m+0.72m*7)*(20m/0.2m+1)+(20m+0.72m*2)*(60m/0.2m+1)+(62m+0.72m*7)*(16m/0.2m+1)+(16m+0.72m)*(62m/0.2m+1)+(42m+0.72m*5)*(20m/0.2m+1)+(20m+0.72m)*(42m/0.2m+1)+(15m+0.72m)*(5m/0.2m+1)+5m*(15m/0.2m+1)+(60m+0.72m*7)*(8m/0.2m+1)+8m*(60m/0.2m+1)]*2+1.1m*21313}*0.002t/m=288.85t?/span>
          四、排水沟 (含热轧板带侧Q?/span>
          1、机械拆除钢砼地面,3m3装蝲车,自卸汽R外运10km 147m*2.4m*0.5m=176.4m3?/span>
          2、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班3个,用氧?6Ӟ乙炔8Ӟ20t自卸汽R台班1个,用h?8个?/span>
          3、h工挖沟内淤惔Qh工水q?0m,人工装RQ自卸汽车外q?0kmQ?47m*2.4m*1.6m+239m*2.4m*0.8m=1023.36m3
          4、沟底基层碾压, 386m*2.4m=926.4m2?/span>
          5、现C15砼垫?商品|Q? 386m*1.8m*0.1m=69.48m3?/span>
          7、现沟C30钢砼  (商品|底板386m*1.6m*0.3m=185.28m3  钢筋制作Q安装?8mmQ{[(386m+0.72m*42)*(1.8m/0.15m+1)+1.8m*(386m/0.15m+1Q] *2+1.1m*2692}*0.002t/m=46.1tQ墙 386m*0.3m*1.4m*2=324.24m3 Q钢{制作,安装Φ18mmQ[ 3.7m*(386m/0.15m+1)+(386m+0.72m*42)*(3.1m/0.15m+1)]*2*0.002t/m=74.17t,Φ8mm, 0.5m*2094*0.000395t/m=0.41t?/span>
          8、钢止水板制作,安装  钢板δ=4mm  824m*0.3m*0.0314t/m2=7.76t?/span>
          9、预制C30钢砼盖板 (商品|Q?.6m*0.5m*0.3m*772=185.28m3 钢筋制作Q安装?8mmQ{[ 1.8m*(0.5m/0.15m+1)+0.5m*(1.6m/0.15m+1)]*2+1.1m*4}*0.002t/m*772=48.89t?/span>
          10、钢盖板安装发生12t汽R吊台?8个,用h?64个?/span>
          五、新建沉淀(wn)?/span>
          1、挖掘机挖土,装RQ自卸汽车外q?0kmQ? 11.6m*4.6m*1.8m=96.05m3
          2、h工挖淤惔Q坑Q,人工装淤泥,垂直q距Q发?6t汽R吊台?个)Q自卸汽车外q?0km Q?1.6m*4.6m*2.3m=122.73m3?/span>
          3、坑底基层碾? 11.6m*4.6m=53.36m2?/span>
          4、现C15砼垫层(商品|11m*4m*0.1m=4.4m3?/span>
          5、现C30钢砼Q商品砼Q底? 10.8m*3.8*0.5m=20.52m3? 钢筋制作Q安装?8mmQ{[(10.8m+0.72m*2)*(3.8m/0.15m+1)+3.8m*(10.8m/0.15m+1)]*2+1.5m*164}*0.002t/m=2.89tQ墙(10.4m+3.4m)*2*0.4m*3.5m=38.64m3Q钢{制作,安装Φ18mmQ[8.4m*(27.6m/0.15m+1)+(27.6m+0.72m*4)*(7.4m/0.15m+1)*2]*0.002t/m=9.24t
          Φ8mmQ?.6m*532*0.000395t/m=0.13t?/span>
          2、钢止水板制作,安装  钢板δ=3mm  40m*0.3m*0.02355t/m2=0.28t?/span>
          7、地脚螺栓制作,安装Q运?km  φ50mm   L=600mm   208栏V?/span>
          8、池加固钢板制作Q安装板坯?89  底板10m*3m*0.69865t/m2=20.96tQ墙(10m+3m)*2*3.5m*0.69865t/m2=63.58tQ? 上盖10.8m*3.8m*0.69865t/m2=28.67t?/span>
          六、供水综合܇站浊环池扩容
          1、机械拆除钢砼墙,拆除物h工运?0m,人工装RQ自卸汽车外q?0km   25m*0.5m*5.5m=68.75m3?/span>
          2、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班0.5个,用氧?Ӟ乙炔3Ӟ20t自卸汽R台班0.5个,用h?个?/span>
          3、挖掘机挖土,装RQ自卸汽车外q?0km   26.8m*4.9m*1.6m=210.11m3  
          4、h工挖淤惔Q坑Q,人工装淤泥,垂直q距Q发?6t汽R吊台?个)Q自卸汽车外q?0km  26.8m*4.9m*2.5m=328.3m3?/span>
          5、坑底基层碾? 26.8m*4.9m=131.32m2?/span>
          6、现C15砼垫? Q商品砼Q?6.2m*4.6m*0.1m=12.05m2?/span>
          7、现C30钢砼Q商品砼Q底?6m*4.5m*0.5m=58.5m2 Q钢{制作,安装Φ18mm
          {[(26m+0.72m*3)*(4.5m/0.15m+1)+4.5m*(26m/0.15m+1)]*2+1.5m*468}*0.002t/m=7.94tQ墙(26m+4m*2)*0.5m*5.5m=93.5m3Q? 钢筋制作Q安装?8mmQ[(12.5m+0.72m)*
          (34m/0.15m+1)+(34.8m+0.72m*4)*(11.5m/0.15m+1)]*0.002t/m=11.87tQ?mm    0.6m*748*0.000395t/m=0.18t?/span>
          8、机械凿钢砼? 200*400mm 12m?/span>
          9、植{?8mm   78栏V?/span>
          10、钢水板制作Q安? 钢板δ=3mm  52m*0.3m*0.02355t/m2=0.37t?/span>
          七、一臛_Ҏ(gu)淤惔时用出口DN100mm污水泉|水台?46个?/span>
          八、其它零星项?/span>
          1、花岗岩路边x?重新利旧砌筑  68m
          2、步道砖
          ①、步道砖拆除Q利旧铺步道砖(中砂铺?120mmQ?0m*3.5m=70m2 ?/span>
          ②、h工挖?三类土)Qh工运?0m,人工装RQ自卸汽车外q?0km 20m*3.5m*0.12m=8.4m3?/span>
          3、斜板沉淀(wn)池墙
          ①、机械拆除红砖墙Qh工装车,汽R外运10km ( 5.7m+4.8m)*0.37m*6.5m=25.25m2?
          ②、用M7.5#水惔砂浆砌红砖墙( 5.7m+4.8m)*0.37m*6.5m=25.25m2?/span>
          ③、用1:2水惔砂浆墙抹? 5.7m+4.8m)*6.5m*2=136.5m2?
          ④、木制双排脚手架搭拆  (6.7m+5.8m)*6.5m*2=162.5m2?/span>
          4、老维修间道\
          ①、机械拆除钢砼地?拆除物汽车外q?0kmQ?9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.3m=108.24m3?/span>
          ②、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班1个,用氧?2Ӟ乙炔6Ӟ20t自卸汽R台班1个,用h?2个?/span>
          ③、挖掘机挖土Q装车,自卸汽R外运10kmQ?9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.6m=216.48m3?/span>
          ④、\基基层碾?.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m=360.8m2?/span>
          ⑤、毛石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.4m=144.32m3?/span>
          ⑥、毛石灌垫层碾?60.8m2
          ⑦、碎石灌垫层(M7.5#水惔砂浆Q从搅拌站自购) (9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.2m=72.16m3

          ⑧、碎石灌垫层机械碾?60.8m2
          ⑨、现C30钢砼地面Q商品砼Q?9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.3m=108.24m3Q钢{制作,安装Φ18mm  { [Q?.5m+0.72mQ?(3m/0.2m+1)+3m*(9.5m/0.2m+1)+(14m+0.72m)*(9.5m/0.2m+1)+9.5m*(14m/0.2m+1)+(14.8m+0.72m)*(9m/0.2m+1)+9m*(14.8m/0.2m+1)+(13m+0.72m)*Q?.3m/0.2m+1Q?1.3m*(13m/0.2m+1)+8.2m*(6m/0.2m+1)+6m*(8.2m/0.2m+1)]+1.1m*1443}*0.002t/m=12.7t?/span>
          5、零星下水及(qing)阀门井
          ①、机械拆除红砖下水井Q?m3装蝲车,拆除物汽车外q?0km?/span>
          3.14*2.5m*(0.88m+0.33m)*0.24m*13+3.14*2m*(0.88m+0.33m)*0.24m*3=35.11m3
          ②、用M7.5#水惔砂浆砌红?.14*2.5m*(0.88m+0.33m)*0.24m*8+3.14*2m*(0.88m+0.33m)*0.24m*3=23.71m3?/span>
          ③、下水井周边?:2水惔砂浆扑^层?80mmQ?.7854*(1.782m-0.72m)*11=14.73m2?/span>
          ④、下水井直爬梯拆除,重新制作Q安?Φ18mm  1m*9*2Kg/m*11=126Kg?/span>
          ⑤、井盖保护性拆除,利旧安装用h?个?/span>
          6、沟钢板盖保护性拆除,安装   板坯δ=89    1.5m*4.5m*8*0.69865t/m2=37.73t
          ?ji)、钢道
          ①、钢道保护性拆除,利旧安装  DN300mm   87m+15m+42m=144m    DN900mm  147m?/span>
          ②、钢道挖,补(清管道淤泥)钢板δ=8Q? Q?.3m*0.5m*32+0.5m*0.6m*26Q?0.0628t/m2=0.79t?/span>

          炼钢事业?/span>

          2?/span>资格要求Q?/span>  

          1Q?/span>h冉工程施工L包三U资质或以上Q或建筑工程施工L包三U资质或以上Q或市政工程施工L包三U资质或以上Q?/span>

          2Q?/span>h一般纳Eh资格Q能独立承担民事责QQ?/span>

          3Q?/span>h良好的业l,诚实守信Q?/span>

          4Q?/span>在以往l营zd中无q法记录Q?/span>

          5Q?/span>h履行合同的能力?/span>

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          6?/span>技术、商务咨询:(x)通化钢铁股䆾有限公司

          讑֤工程部设备管理室Q王?/span> 0435-3793242Q微信:(x)13943589879Q?/span>

          7?/span>公告媒体Q?/span>招标|(https://www.zhaobiao.cnQ;通钢公司Qhttp://www.hbzqjgj.comQ?nbsp;

          8?/span>公告期限Q?/span>2023q?0?5?2023q?1??/span>

          9?/span>招标办:(x)E工0435-3790121 丁工0435-3790092Q微信:(x)abc1504358Q?/span>

           

          通化钢铁股䆾有限公司

          2023q?/span>10?/span>25?/span>

           
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