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1、筆畫山隧道分部分項(xiàng)工程劃分表,建設(shè)項(xiàng)目:巴中至鼎山公路(梁永至鼎山段)改建工程 建設(shè)單位:巴中中交川商投資建設(shè)有限公司,監(jiān)理單位:北京華路捷公路工程技術(shù)咨詢有限公司 施工單位:四川省商業(yè)建設(shè)有限責(zé)任公司,單位工程,分部工程名稱,分部工程 編 號(hào),分項(xiàng)工程,分項(xiàng)工程 編 號(hào),子分項(xiàng)工程,備注筆畫山隧道,明洞,進(jìn)口明洞K4+742K4+746,明洞仰拱,鋼筋,砼,初期支護(hù)(錨桿、鋼架、鋼筋網(wǎng)、噴射砼),明洞澆筑,鋼筋,砼,明洞防水層,M7.5漿砌片石回填,出口明洞K6+805K6+810,明洞仰拱,鋼筋,砼,明洞澆筑,鋼筋,砼,明洞防水層,M7.5漿砌片石回填,洞口工程,進(jìn)口洞口工程K4+742,
2、洞口開挖,洞口邊仰坡防護(hù),臨時(shí)錨噴防護(hù),套拱,碎石土回填,偏壓擋土墻,明洞仰拱開挖,墻背擋土墻澆(砌)筑,端墻,截水溝,洞口排水溝,出口洞口工程K4+810,洞口開挖,洞口邊仰坡防護(hù),套拱,明洞仰拱開挖,端墻,截水溝,洞口排水溝,洞身開挖,洞身開挖,K4+746K4+758 Smc,K4+758K4+810 S5a,K4+810K4+835 S5b,K4+835K4+890 S4a,K4+890K4+990 S4b,筆畫山隧道,K4+990K5+075 S4b,K5+075K5+125 SJ4,K5+125K5+225 S4b,K5+225K5+275 SJ4,K5+275K5+325 S4b
3、,K5+325K5+420 S3a,K5+420K5+520 S3a,K5+520K5+620 S3a,K5+620K5+675 S3a,K5+675K5+725 SJ3,K5+725K5+825 S3a,K5+825K5+875 SJ3,K5+875K5+975 S3a,K5+975K6+075 S3a,K6+075K6+175 S3a,K6+175K6+225 S3a,K6+225K6+275 SJ4,K6+275K6+375 S4b,K6+375K6+425 SJ4,K6+425K6+525 S4b,K6+525K6+625 S4b,K6+625K6+725 S4b,K6+725K6+7
4、65 S4b,K6+765K6+805 S5a,洞身襯砌,噴射混凝土支護(hù),K4+746K4+758 Smc,K4+758K4+810 S5a,筆畫山隧道,K4+810K4+835 S5b,K4+835K4+890 S4a,K4+890K4+990 S4b,K4+990K5+075 S4b,K5+075K5+125 SJ4,K5+125K5+225 S4b,K5+225K5+275 SJ4,K5+275K5+325 S4b,K5+325K5+420 S3a,K5+420K5+520 S3a,K5+520K5+620 S3a,K5+620K5+675 S3a,K5+675K5+725 SJ3,K5
5、+725K5+825 S3a,K5+825K5+875 SJ3,K5+875K5+975 S3a,K5+975K6+075 S3a,K6+075K6+175 S3a,K6+175K6+225 S3a,K6+225K6+275 SJ4,K6+275K6+375 S4b,K6+375K6+425 SJ4,K6+425K6+525 S4b,K6+525K6+625 S4b,K6+625K6+725 S4b,K6+725K6+765 S4b,筆畫山隧道,洞身襯砌,K6+765K6+805 S5a,錨桿支護(hù),K4+746K4+758 Smc,K4+758K4+810 S5a ,D25中空錨桿,K4+81
6、0K4+835 S5b,D25中空錨桿,K4+835K4+890 S4a,22藥卷錨桿,K4+890K4+990 S4b,22藥卷錨桿,K4+990K5+075 S4b,22藥卷錨桿,K5+075K5+125 SJ4,22藥卷錨桿,K5+125K5+225 S4b,22藥卷錨桿,K5+225K5+275 SJ4,22藥卷錨桿,K5+275K5+325 S4b,22藥卷錨桿,K5+325K5+420 S3a,22藥卷錨桿,K5+420K5+520 S3a,22藥卷錨桿,K5+520K5+620 S3a,22藥卷錨桿,K5+620K5+675 S3a,22藥卷錨桿,K5+675K5+725 SJ3
7、,22藥卷錨桿,K5+725K5+825 S3a,22藥卷錨桿,K5+825K5+875 SJ3,22藥卷錨桿,K5+875K5+975 S3a,22藥卷錨桿,K5+975K6+075 S3a,22藥卷錨桿,K6+075K6+175 S3a,22藥卷錨桿,K6+175K6+225 S3a,22藥卷錨桿,K6+225K6+275 SJ4,22藥卷錨桿,K6+275K6+375 S4b,22藥卷錨桿,K6+375K6+425 SJ4,22藥卷錨桿,K6+425K6+525 S4b,22藥卷錨桿筆畫山隧道,洞身襯砌,K6+525K6+625 S4b,22藥卷錨桿,K6+625K6+725 S4b,2
8、2藥卷錨桿,K6+725K6+765 S4b,22藥卷錨桿,K6+765K6+805 S5a ,D25中空錨桿,鋼筋網(wǎng)支護(hù),K4+746K4+758 Smc,K4+758K4+810 S5a,K4+810K4+835 S5b,K4+835K4+890 S4a,K4+890K4+990 S4b,K4+990K5+075 S4b,K5+075K5+125 SJ4,K5+125K5+225 S4b,K5+225K5+275 SJ4,K5+275K5+325 S4b,K5+325K5+420 S3a,K5+420K5+520 S3a,K5+520K5+620 S3a,K5+620K5+675 S3a,
9、K5+675K5+725 SJ3,K5+725K5+825 S3a,K5+825K5+875 SJ3,K5+875K5+975 S3a,K5+975K6+075 S3a,K6+075K6+175 S3a,K6+175K6+225 S3a,K6+225K6+275 SJ4,筆畫山隧道,洞身襯砌,K6+275K6+375 S4b,K6+375K6+425 SJ4,K6+425K6+525 S4b,K6+525K6+625 S4b,K6+625K6+725 S4b,K6+725K6+765 S4b,K6+765K6+805 S5a,鋼支撐,K4+746K4+758 Smc,K4+758K4+810
10、S5a,K4+810K4+835 S5b,K4+835K4+890 S4a,K4+890K4+990 S4b,K4+990K5+075 S4b,K5+075K5+125 SJ4,K5+125K5+225 S4b,K5+225K5+275 SJ4,K5+275K5+325 S4b,K5+675K5+725 SJ3,K5+825K5+875 SJ3,K6+225K6+275 SJ4,K6+275K6+375 S4b,K6+375K6+425 SJ4,K6+425K6+525 S4b,K6+525K6+625 S4b,K6+625K6+725 S4b,K6+725K6+765 S4b,筆畫山隧道,洞
11、身襯砌,K6+765K6+805 S5a,仰拱,K4+746K4+758 Smc,K4+758K4+810 S5a,K4+810K4+835 S5b,K4+835K4+890 S4a,K4+890K4+990 S4b,K4+990K5+075 S4b,K5+075K5+125 SJ4,K5+125K5+225 S4b,K5+225K5+275 SJ4,K5+275K5+325 S4b,K6+225K6+275 SJ4,K6+275K6+375 S4b,K6+375K6+425 SJ4,K6+425K6+525 S4b,K6+525K6+625 S4b,K6+625K6+725 S4b,K6+7
12、25K6+765 S4b,K6+765K6+805 S5a,混凝土襯砌,K4+746K4+758 Smc,鋼筋、砼,K4+758K4+810 S5a,鋼筋、砼,K4+810K4+835 S5b,鋼筋、砼,K4+835K4+890 S4a,鋼筋、砼,K4+890K4+990 S4b,鋼筋、砼,K4+990K5+075 S4b,鋼筋、砼,K5+075K5+125 SJ4,鋼筋、砼筆畫山隧道,洞身襯砌,K5+125K5+225 S4b,鋼筋、砼,K5+225K5+275 SJ4,鋼筋、砼,K5+275K5+325 S4b,鋼筋、砼,K5+325K5+420 S3a,K5+420K5+520 S3a,
13、K5+520K5+620 S3a,K5+620K5+675 S3a,K5+675K5+725 SJ3,K5+725K5+825 S3a,K5+825K5+875 SJ3,K5+875K5+975 S3a,K5+975K6+075 S3a,K6+075K6+175 S3a,K6+175K6+225 S3a,K6+225K6+275 SJ4,鋼筋、砼,K6+275K6+375 S4b,鋼筋、砼,K6+375K6+425 SJ4,鋼筋、砼,K6+425K6+525 S4b,鋼筋、砼,K6+525K6+625 S4b,鋼筋、砼,K6+625K6+725 S4b,鋼筋、砼,K6+725K6+765 S4
14、b,鋼筋、砼,K6+765K6+805 S5a,鋼筋、砼,防排水,防水層,K4+746K4+758 Smc,K4+758K4+810 S5a,K4+810K4+835 S5b,K4+835K4+890 S4a,筆畫山隧道,K4+890K4+990 S4b,K4+990K5+075 S4b,K5+075K5+125 SJ4,K5+125K5+225 S4b,K5+225K5+275 SJ4,K5+275K5+325 S4b,K5+325K5+420 S3a,K5+420K5+520 S3a,K5+520K5+620 S3a,K5+620K5+675 S3a,K5+675K5+725 SJ3,K5
15、+725K5+825 S3a,K5+825K5+875 SJ3,K5+875K5+975 S3a,K5+975K6+075 S3a,K6+075K6+175 S3a,K6+175K6+225 S3a,K6+225K6+275 SJ4,K6+275K6+375 S4b,K6+375K6+425 SJ4,K6+425K6+525 S4b,K6+525K6+625 S4b,K6+625K6+725 S4b,K6+725K6+765 S4b,K6+765K6+805 S5a,止水帶,K4+746K4+758 Smc,筆畫山隧道,防排水,K4+758K4+810 S5a,K4+810K4+835 S5b
16、,K4+835K4+890 S4a,K4+890K4+990 S4b,K4+990K5+075 S4b,K5+075K5+125 SJ4,K5+125K5+225 S4b,K5+225K5+275 SJ4,K5+275K5+325 S4b,K5+325K5+420 S3a,K5+420K5+520 S3a,K5+520K5+620 S3a,K5+620K5+675 S3a,K5+675K5+725 SJ3,K5+725K5+825 S3a,K5+825K5+875 SJ3,K5+875K5+975 S3a,K5+975K6+075 S3a,K6+075K6+175 S3a,K6+175K6+2
17、25 S3a,K6+225K6+275 SJ4,K6+275K6+375 S4b,K6+375K6+425 SJ4,K6+425K6+525 S4b,K6+525K6+625 S4b,K6+625K6+725 S4b,筆畫山隧道,防排水,K6+725K6+765 S4b,K6+765K6+805 S5a,路面盲溝,K4+746K5+000,K5+000K5+200,K5+200K5+400,K5+400K5+600,K5+600K5+800,K5+800K6+000,K6+000K6+200,K6+200K6+400,K6+400K6+600,K6+600K6+805,側(cè)式暗溝(邊溝),K4+
18、746K5+000,K5+000K5+200,K5+200K5+400,K5+400K5+600,K5+600K5+800,K5+800K6+000,K6+000K6+200,K6+200K6+400,K6+400K6+600,筆畫山隧道,防排水,K6+600K6+805,開口式明溝,K4+746K5+000,K5+000K5+200,K5+200K5+400,K5+400K5+600,K5+600K5+800,K5+800K6+000,K6+000K6+200,K6+200K6+400,K6+400K6+600,K6+600K6+805,電纜溝,K4+746K5+000,電纜溝,蓋板預(yù)制,K
19、5+000K5+200,電纜溝,蓋板預(yù)制,K5+200K5+400,電纜溝,蓋板預(yù)制,K5+400K5+600,電纜溝,蓋板預(yù)制,K5+600K5+800,電纜溝,蓋板預(yù)制,K5+800K6+000,電纜溝,蓋板預(yù)制,K6+000K6+200,電纜溝,蓋板預(yù)制,K6+200K6+400,電纜溝,蓋板預(yù)制,K6+400K6+600,電纜溝,蓋板預(yù)制筆畫山隧道,防排水,K6+600K6+805,電纜溝,蓋板預(yù)制,洞口手孔井,入口手孔井,鋼筋,砼,出口手孔井,鋼筋,砼,隧道路面,整平層,K4+746K5+000,K4+746K5+000,K5+000K5+200,K5+200K5+400,K5+400K5+600,K5+600K5+800,K5+800K6+000,K6+000K6+200,K6+200K6+400,K6+400K6+600,K6+600K6+805,基層,K4+746K5+000,K4+746K5+000,K5+000K5+200,K5+200K5+400,K5+400K5+600,K5+600K5
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