一二合同鋼橋工程量匯總180812

1、,4722574,2578.32,遷曹高速公路一二合同鋼梁工程量匯總,遷曹高速公路一二合同鋼梁工程量匯總,4726.92,7137,項目,跨徑布置,計算鋼板+型鋼,圖紙鋼板+型鋼,圖紙疑問,圖紙匯總表鋼板,圖紙匯總表型鋼,計算鋼板,鋼板,型鋼,剪力釘,剪力釘,高強螺栓,防腐層,金屬防腐涂層,界面防水粘結層,焊縫,防落梁裝置,安全質(zhì)量文明施工,Q345,Q345qE,Q235D,Q335NHD,鋼板,單位,Kg,Kg,Kg,Kg,Kg,Kg,Kg,個,(套),Kg,套,合計,14826371 ,17116129 ,-2289758 ,12725242 ,1431271 ,10996014 ,24

2、306 ,255787 ,17864 ,2101130 ,64856 ,375932 ,223924 ,183889 ,20896 ,1550 ,127005 ,456 ,已確定,9268413 ,7797137 ,214628 ,7306284 ,16279 ,255787 ,4159 ,1471276 ,17825 ,213857 ,106730 ,107433 ,3305 ,1550 ,71659 ,267 ,與中鐵未定,2569442 ,2139310 ,0 ,2133884 ,5426 ,0 ,0 ,430131 ,0 ,96928 ,44064 ,48043 ,0 ,0 ,3200

3、8 ,128 ,中鐵份額,2283948 ,0 ,匯通份額,2988517 ,2788794 ,1216643 ,1555846 ,2600 ,0 ,13705 ,199723 ,47032 ,65147 ,73130 ,28413 ,17591 ,0 ,23338 ,61 ,與匯通未定,0 ,0 ,沙河驛互通天橋三座,沙GKO+692,218787 ,330009 ,218787 ,214628 ,4159 ,5317 ,6768 ,3305 ,沙K36+875.247,119802 ,119802 ,119802 ,119802 ,5220 ,742 ,沙K37+333.237,13598

4、5 ,135985 ,135985 ,135985 ,7288 ,808 ,京哈分離立交引橋,京哈鐵路分離,4*30*3+3*30*2+4*30,4722574 ,3564636 ,-1157937 ,3237285 ,327351 ,3932671 ,3924532 ,8140 ,789902 ,89445 ,42656 ,45376 ,30292 ,107 ,京哈(中鐵六局份額引橋),(3*27+2*29.5）,999227 ,0 ,京哈(待定),3*27+3*30+3*30,1284721 ,1069655 ,1066942 ,2713 ,215066 ,48464 ,22032 ,24

5、022 ,16004 ,64 ,七灤分離立交引橋,七灤鐵路分離,3*30*3+3*30,2569442 ,1911050 ,-658392 ,1732515 ,178534 ,2139310 ,2133884 ,5426 ,430131 ,96928 ,44064 ,48043 ,32008 ,128 ,七灤(中鐵十六局份額引橋),3*30+3*30,1284721 ,0 ,七灤（待定）,3*30+3*30,1284721 ,1069655 ,1066942 ,2713 ,215066 ,48464 ,22032 ,24022 ,16004 ,64 ,岳莊互通B匝道橋,岳BK0+712.818

6、(匯通2*25),180933 ,應為700余噸,-86826 ,180933 ,178918 ,2015 ,6916 ,5771 ,2587 ,岳莊B、F匝道橋橋鋼梁重量需復核；千山王文榮根據(jù)大外環(huán)類似橋估算應為802噸，目前圖紙為608噸。,岳BK0+712.818(匯通2*35),253307 ,數(shù)量需復核,253307 ,250485 ,2822 ,9683 ,8079 ,3622 ,岳BK0+712.818（匯通2*25）,180933 ,數(shù)量需復核,180933 ,178918 ,2015 ,6916 ,5771 ,2587 ,岳莊互通F匝道橋,岳FK0+738.01(匯通2*25

7、),180933 ,應為700余噸,-86826 ,180933 ,178918 ,2015 ,6916 ,5771 ,2587 ,岳FK0+738.01(匯通2*35),253307 ,數(shù)量需復核,253307 ,250485 ,2822 ,9683 ,8079 ,3622 ,岳FK0+738.01（匯通南2*25）,180933 ,數(shù)量需復核,180933 ,178918 ,2015 ,6916 ,5771 ,2587 ,岳莊互通主線橋,3259993 ,2960217 ,-299776 ,2695840 ,264377 ,岳K79+940.443(第1、2聯(lián)),3*30+4*30,150

8、1824 ,1250582 ,1247868 ,2713 ,251242 ,27484 ,13242 ,14013 ,9359 ,32 ,岳K79+940.443(匯通第4聯(lián)),4*35,1076110 ,990267 ,988571 ,1696 ,85843 ,41404 ,21352 ,15634 ,14829 ,40 ,岳K79+940.443(匯通第6聯(lián)),5*30,682060 ,568180 ,567275 ,904 ,113880 ,23743 ,12538 ,12779 ,8509 ,21 ,岳79940.443(單幅細部圖、標準圖),5*30*1,538816 ,3592 ,

9、448887 ,448209 ,678 ,89929 ,18620 ,9960 ,10110 ,6723 ,16 ,3*30*1,321180 ,3569 ,267414 ,266736 ,678 ,53766 ,12116 ,5508 ,6005 ,4001 ,16 ,4*30*1,429732 ,3581 ,357877 ,357199 ,678 ,71855 ,15368 ,7734 ,8008 ,5358 ,16 ,4*35,538054.80 ,3843 ,495133 ,494286 ,848 ,42921 ,20702 ,10676 ,7817 ,7414 ,20 ,七灤(單幅細

10、部圖),3*30*8,2569442 ,2139310 ,2133884 ,5426 ,0 ,0 ,430131 ,0 ,96928 ,44064 ,48043 ,0 ,0 ,32008 ,128 ,3*30*4,1284721 ,1069655 ,1066942 ,2713 ,0 ,0 ,215066 ,0 ,48464 ,22032 ,24022 ,0 ,0 ,16004 ,64 ,京哈(單幅細部圖),4*30*8+3*30*4,4722574 ,3932671 ,3924532 ,8140 ,0 ,0 ,789902 ,0 ,89445 ,42656 ,45376 ,0 ,0 ,3029

11、2 ,107 ,3*30*4,1284721 ,1069655 ,1066942 ,2713 ,0 ,0 ,215066 ,0 ,48464 ,22032 ,24022 ,0 ,0 ,16004 ,64 ,京哈七灤缺少數(shù)量已反饋設計院。,3592,橋面混凝土纖維、界面膠、防落梁裝置、吊耳、焊縫,4722573.6,3569,鋼工字梁橋面底預制模板或鋼板模板-,3581,所有挑檐模板,3843,橋面混凝土至少現(xiàn)澆箱梁算；模板無法回收；橋面混凝土單價780，支架現(xiàn)澆1500,金額,數(shù)量,京哈1、2、3、9、10、11聯(lián),4*30*3+3*30*2+4*30,4764700.0,一分部,4347,3

12、186964,7219.242,七灤1、2、3、9聯(lián),3*30*3+3*30,2592953.6,二分部,6488,4756486,7202.649,沙河驛三座橋,585796.4,1901發(fā)票數(shù)量,單價,一分部總數(shù)量,二分部總數(shù)量,一分部本期數(shù)量,二分部本期數(shù)量,一分部金額,二分部金額,一分部本期數(shù)量,二分部本期數(shù)量,一合同小計,7943450.0,一合同,7500,6500,3187,4756.5,3050,4450,19825000,28925000,17*178+24,25*178,岳莊主橋1、2聯(lián),3*30+4*30,1515294.2,二分部,1818,1515294,7215.687,二合同,1200,6500,1200,7800000,178*6+132,二合同小計,1515294.2,17.90429101,321180 ,1284721,429732 ,3437853,遷曹鋼梁統(tǒng)計-按預算,合同段,部位,延米長（單幅),重量(噸）,一合同,京哈1、2、3、9、10、11聯(lián),1320,3632,4765 ,一合同,七灤1、2、3、9聯(lián),720,1976,2593 ,一合同,沙河驛三座橋,285,641,586 ,二合同,岳莊主橋1、2聯(lián),420,1184,1515 ,3.607843333,三合同,岳莊B、F,240,159