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제1장 터널할증

1.1 노무비 산출 방법                                                                             1-1

1.2 노무비 할증 계수                                                                             1-1

1.3 적용공종                                                                                           
1-2

1.4 중기노임                                                                                           
1-2

1.5 중기사용료                                                                                       1-2

1.6 중기기계손료 관리비                                                                       1-3

1.7 중기노임 및 기계손료 적용                                                             1-3

제2장 토 공

2.1 굴착                                                                                              
   2-1

2.2 수량산출기준                                                                                    2-3

2.3 공사비산출기준                                                                                2-4

2.4 공사비산출(예)                                                                               2-12

• 단선터널 반단면굴착(상반,기계굴착,풍화암,PS-3)                  2-12

• 단선터널 반단면굴착(하반,기계굴착,풍화암,PS-3)                  2-16

• 단선터널 반단면굴착(상반,점보 2붐,연 암,PS-3A)                 2-20

• 단선터널 반단면굴착(하반,점보 2붐,연 암,PS-3A)                 2-25

• 복선터널 반단면굴착(상반,점보 3붐,연 암,PD-3B)                 2-30

• 복선터널 반단면굴착(하반,점보 3붐,연 암,PD-3B)                 2-35

2.5 버력처리                                                                                        
2-40

2.6 버력인양 및 상차                                                                          2-50

2.7 버력갱외 운반비                                                                            2-57

2.8 터널바닥 암반청소                                                                         2-59

제3장 강재지보공

3.1 작업시방                                                                                          
3-1

3.2 강지보재 제작 및 설치                                                                    3-2

3.3 운반비                                                                                             
 3-2

3.4 강지보재 갱내 투입 및 소운반                                                        3-3

-  i  -


제4장 숏크리트

4.1 작업시방                                                                                           
4-1

4.2 적용기준                                                                                           
4-4

4.3 공사비산출기준                                                                                4-5

4.4 공사비산출                                                                                       4-8

• 숏크리트 타설(PS-3, 단선)                                                        4-8

• 숏크리트 타설(PD-3, 복선)                                                      4-14

• 숏크리트 생산(강섬유 보강)                                                      4-20

제5장 록볼트

5.1 작업시방                                                                                           
5-1

5.2 적용기준                                                                                           
5-4

5.3 공사비산출                                                                                       5-8

• 락볼트 설치(PS-3, 단선)                                                            5-8

• 락볼트 설치(PD-3, 복선)                                                         5-16

제6장 FORE POLING

6.1 작업시방                                                                                           
6-1

6.2 적용기준                                                                                           
6-2

6.3 공사비산출                                                                                       6-5

• FORE POLING 설치(연 암, PS-3, 단선)                                 6-5

• FORE POLING 설치(연 암, PD-3, 복선)                                 6-8

제7장 강관다단그라우팅

7.1 작업시방                                                                                           
7-1

7.2 수량산출기준                                                                                    7-4

7.3 적용기준                                                                                           
7-5

7.4 공사비산출                                                                                     7-10

• 천공(이중관 천공)                                                                      7-10

• 강관설치                                                                                     7-11

• 주입구 CAULKING                                                                    7-12

• SEAL제 주입 (1일 2공 작업)                                                    7-12

• 다단주입                                                                                     7-12

• PACKER 설치                                                                            7-13

-  ii  -


• SLIME 처리                                                                               7-13

제8장 라🕔닝콘크리트

8.1 작업시방                                                                                           
8-1

8.2 수량산출기준                                                                                    8-1

8.3 공사비산출기준                                                                                8-2

8.4 공사비산출                                                                                       8-4

• 본체 라이닝 콘크리트 타설(무근, 배관타설)                               8-4

• 본체 라이닝 콘크리트 타설(철근, 배관타설)                               8-5

• 바닥 및 헌치 콘크리트 타설(무근)                                              8-6

• 바닥 및 헌치 콘크리트 타설(철근)                                              8-6

• 라이닝 철근 가공 및 조립(매우복잡)                                           8-8

• 라이닝 콘크리트 시공이음                                                         8-10

• 라이닝 콘크리트 신축이음                                                         8-11

제9장 방수공

9.1 작업시방                                                                                           
9-1

9.2 수량산출기준                                                                                    9-2

9.3 공사비산출기준                                                                                9-4

• 일체형 투명 쉬트방수(t=1.2mm, 부직포 400g/㎡)                   9-4

• 바닥부직포 및 비닐쉬트 깔기(400g/㎡)                                      9-4

제10장 배수터널구간 배수처리

10.1 작업시방                                                                                       
10-1

10.2 수량산출기준                                                                                10-2

10.3 공사비산출기준                                                                            10-4

• 맨홀설치공                                                                                  10-4

• 배수확인공(TYPE-A)                                                              10-10

• 배수확인공(TYPE-B)                                                              10-11

• Fillter 콘크리트                                                                        10-12

• 중앙 배수관                                                                              10-13

• 측방향 배수관                                                                          10-16

• 횡 배수관(P.V.C 파이프 Ø150mm)부설                               10-17

• 중앙 배수로 자갈채움                                                              10-17

• 중앙 배수로 콘크리트 채움                                                     10-17

-  iii  -


• 작업구 자재투입 및 소운반                                                     10-18

제11장 라🕔닝스틸폼 제작설치

11.1 작업시방                                                                                       
11-1

11.2 수량산출기준                                                                                11-1

11.3 공사비산출기준                                                                            11-2

• 터널 철제 거푸집 제작 및 조립                                                11-2

• 강재거푸집 설치 및 해체, 이동                                                 11-2

제12장 공사중 임시환기시설

12.1 작업조건                                                                                       
12-1

12.2 공사비산출                                                                                   12-1

제13장 공사중 임시전기시설

13.1 작업시방                                                                                       
13-1

13.2 공사비산출                                                                                   13-1

제14장 공사중 급・배수처리시설

14.1 작업시방                                                                                       
14-1

14.2 수량산출기준                                                                                14-1

14.3 공사비산출                                                                                   14-1

제15장 터널과 개착구간 시공🕔음부

15.1 작업시방                                                                                       
15-1

15.2 공사비산출기준                                                                            15-1

15.3 공사비산출                                                                                   15-3

제16장 계 측

16.1 작업시방                                                                                       
16-1

16.2 공사비산출                                                                                 16-22

-  iv  -

서울시도시철도건설 토목분야 적산자료 터널분야 (2018.06).pdf
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