隧道分部分项划分

1、笔画山隧道分部分项工程划分表,建设项目：巴中至鼎山公路（梁永至鼎山段）改建工程 建设单位：巴中中交川商投资建设有限公司,监理单位：北京华路捷公路工程技术咨询有限公司 施工单位：四川省商业建设有限责任公司,单位工程,分部工程名称,分部工程 编 号,分项工程,分项工程 编 号,子分项工程,备注笔画山隧道,明洞,进口明洞K4+742K4+746,明洞仰拱,钢筋,砼,初期支护（锚杆、钢架、钢筋网、喷射砼）,明洞浇筑,钢筋,砼,明洞防水层,M7.5浆砌片石回填,出口明洞K6+805K6+810,明洞仰拱,钢筋,砼,明洞浇筑,钢筋,砼,明洞防水层,M7.5浆砌片石回填,洞口工程,进口洞口工程K4+742,

2、洞口开挖,洞口边仰坡防护,临时锚喷防护,套拱,碎石土回填,偏压挡土墙,明洞仰拱开挖,墙背挡土墙浇(砌)筑,端墙,截水沟,洞口排水沟,出口洞口工程K4+810,洞口开挖,洞口边仰坡防护,套拱,明洞仰拱开挖,端墙,截水沟,洞口排水沟,洞身开挖,洞身开挖,K4+746K4+758 Smc,K4+758K4+810 S5a,K4+810K4+835 S5b,K4+835K4+890 S4a,K4+890K4+990 S4b,笔画山隧道,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,洞身衬砌,喷射混凝土支护,K4+746K4+758 Smc,K4+758K4+810 S5a,笔画山隧道,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,笔画山隧道,洞身衬砌,K6+765K6+805 S5a,锚杆支护,K4+746K4+758 Smc,K4+758K4+810 S5a ,D25中空锚杆,K4+81

6、0K4+835 S5b,D25中空锚杆,K4+835K4+890 S4a,22药卷锚杆,K4+890K4+990 S4b,22药卷锚杆,K4+990K5+075 S4b,22药卷锚杆,K5+075K5+125 SJ4,22药卷锚杆,K5+125K5+225 S4b,22药卷锚杆,K5+225K5+275 SJ4,22药卷锚杆,K5+275K5+325 S4b,22药卷锚杆,K5+325K5+420 S3a,22药卷锚杆,K5+420K5+520 S3a,22药卷锚杆,K5+520K5+620 S3a,22药卷锚杆,K5+620K5+675 S3a,22药卷锚杆,K5+675K5+725 SJ3

7、,22药卷锚杆,K5+725K5+825 S3a,22药卷锚杆,K5+825K5+875 SJ3,22药卷锚杆,K5+875K5+975 S3a,22药卷锚杆,K5+975K6+075 S3a,22药卷锚杆,K6+075K6+175 S3a,22药卷锚杆,K6+175K6+225 S3a,22药卷锚杆,K6+225K6+275 SJ4,22药卷锚杆,K6+275K6+375 S4b,22药卷锚杆,K6+375K6+425 SJ4,22药卷锚杆,K6+425K6+525 S4b,22药卷锚杆笔画山隧道,洞身衬砌,K6+525K6+625 S4b,22药卷锚杆,K6+625K6+725 S4b,2

8、2药卷锚杆,K6+725K6+765 S4b,22药卷锚杆,K6+765K6+805 S5a ,D25中空锚杆,钢筋网支护,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,笔画山隧道,洞身衬砌,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,钢支撑,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,笔画山隧道,洞

11、身衬砌,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,混凝土衬砌,K4+746K4+758 Smc,钢筋、砼,K4+758K4+810 S5a,钢筋、砼,K4+810K4+835 S5b,钢筋、砼,K4+835K4+890 S4a,钢筋、砼,K4+890K4+990 S4b,钢筋、砼,K4+990K5+075 S4b,钢筋、砼,K5+075K5+125 SJ4,钢筋、砼笔画山隧道,洞身衬砌,K5+125K5+225 S4b,钢筋、砼,K5+225K5+275 SJ4,钢筋、砼,K5+275K5+325 S4b,钢筋、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,钢筋、砼,K6+275K6+375 S4b,钢筋、砼,K6+375K6+425 SJ4,钢筋、砼,K6+425K6+525 S4b,钢筋、砼,K6+525K6+625 S4b,钢筋、砼,K6+625K6+725 S4b,钢筋、砼,K6+725K6+765 S4

14、b,钢筋、砼,K6+765K6+805 S5a,钢筋、砼,防排水,防水层,K4+746K4+758 Smc,K4+758K4+810 S5a,K4+810K4+835 S5b,K4+835K4+890 S4a,笔画山隧道,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,止水带,K4+746K4+758 Smc,笔画山隧道,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,笔画山隧道,防排水,K6+725K6+765 S4b,K6+765K6+805 S5a,路面盲沟,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,侧式暗沟（边沟）,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,笔画山隧道,防排水,K6+600K6+805,开口式明沟,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,电缆沟,K4+746K5+000,电缆沟,盖板预制,K

19、5+000K5+200,电缆沟,盖板预制,K5+200K5+400,电缆沟,盖板预制,K5+400K5+600,电缆沟,盖板预制,K5+600K5+800,电缆沟,盖板预制,K5+800K6+000,电缆沟,盖板预制,K6+000K6+200,电缆沟,盖板预制,K6+200K6+400,电缆沟,盖板预制,K6+400K6+600,电缆沟,盖板预制笔画山隧道,防排水,K6+600K6+805,电缆沟,盖板预制,洞口手孔井,入口手孔井,钢筋,砼,出口手孔井,钢筋,砼,隧道路面,整平层,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,基层,K4+746K5+000,K4+746K5+000,K5+000K5+200,K5+200K5+400,K5+400K5+600,K5+600K5