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 관리자 2006-05-11 11:52:26 | 조회 : 11745
제      목  단가산출 참고자료(일위대가표,중기적산등)
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일위대가목록                        
공 종 명                                         규      격                                    수 량        단 위
1호맨홀 연직구체 설치               D=0.9,H=0.4M                                    1        개소  
1호맨홀 연직구체 설치               D=0.9,H=0.7M                                    1        개소  
1호맨홀 하부구체 설치               D=0.9,H=1.0M                                    1        개소  
가설건축물 주자재                    사무실,M2당                                      1        식    
가설건축물 주자재                    창고,M2당                                         1        식    
가설울타리(6개월)                    E.G.I휀스                                          1        M    
강관동바리                              암거,3개월,0-4.2M                              1        공/M3
강관동바리                              암거,3개월,7.2M이하                           1        공/M3
강관비계                                 3개월                                                1        M2    
강관틀 비계                             3개월                                                1        M2    
강재(H-BEAM) 운반                                                                         1        M    
강재운반                                 (공장-현장)                                        1        TON  
강판구멍뚫기                           T=6.5MM/100공당                               1        공    
강판구멍뚫기                           T=10MM/100공당                                1        공    
강판구멍뚫기                           T=14MM/100공당                                1        공    
강판구멍뚫기                           T=15MM/100공당                                1        공    
강판구멍뚫기                           T=12MM/100공당                                1        공    
강판절단                                  (FILLET T=6MM)                               1        M    
강판절단                                  (FILLET T=9MM)                               1        M    
강판절단                                  (FILLET T=10MM)                              1        M    
강판절단                                  (FILLET T=12MM)                              1        M    
강판절단                                  (FILLET T=14MM)                              1        M    
강판절단                                  (FILLET T=15MM)                              1        M    
강판절단                                  (FILLET T=19MM)                              1        M    
개폐봉                                      D= 400MM이하                                  1        M    
거푸집                                      합판1회                                            1        M2    
거푸집                                      합판3회                                            1        M2    
거푸집                                      합판4회                                            1        M2    
거푸집                                      합판6회                                            1        M2    
거푸집                                      원형3회                                            1        M2    
격벽(조인트)                             T=20MM                                           1        M2    
경사 STRUT 연결부착                 H-300*300                                        1        개소  
고무시트방수                             바닥                                                1        M2    
고무시트방수                             벽                                                   1        M2    
고무아스팔트방수                       에멀션                                             1        M2    
그라우팅주입                                                                                   1        M3    
기계경비(L.W)                                                                                 1        HR    
기계경비(SEAL재 주입)                                                                     1        일    
까치발 연결부착                          H-300*300                                       1        EA    
ㄷ형강설치철거                                                                                1        개소  
동바리 수평재                             3개월                                              1        M2    
동상방지층 부설다짐                    T=300MM                                         1        M3    
되메우기및다짐,토사                    B/H0.7M3+램머                                 1        M3    
되메우기및다짐,토사                    B/H0.7M3+콤팩터                              1        M3    
되메움토 운반                             L=0.50KM,현장내                               1        M3    
되메움토 운반(꽃지)                    L=2.3KM,야적장                               1          M3    
되메움토운반(승언)                     L=1.1KM,야적장                               1          M3    
띠장 브라켓 설치철거                   Ø22                                               1        개소  
띠장과버팀보연결해체                                                                      1        개소  
띠장연결                                   H-300*305                                       1        개소  
맨젯튜브설치                                                                                  1        M    
맨홀 천공                                  D=0.3,T=0.17M                                 1        개소  
맨홀뚜껑설치                             φ648mm                                         1        조    
모래부설                                   기계90%+인력10%                            1        M3    
모래부설                                   강모래                                             1        ㎥    
모르터                                      1 : 2                                                1        M3    
모르터                                      1 : 3                                                1        M3    
모체 침투성 방수                                                                              1        M2    
무근 콘크리트 헐기(인력)             소형브레+압축기                               1        M3    
무근구조물 깨기(30CM미만)         백호0.7M3+브레이카                          1        M3    
무근콘크리트 타설(100M3 미만)     펌프카,S=15                                     1        M3    
무근콘크리트타설                        인력,25-160-8                                   1        M3    
무근콘크리트타설                        인력,25-180-8                                   1        M3    
무근콘크리트타설                        인력,25-210-8                                   1        M3    
무수축 모르터                                                                                   1        M3    
물푸기 (D=100MM  5HP)              디젤엔진                                          1        일    
방진망 설치                                                                                      1        M2    
밸브 개폐대                               D= 200MM이하                                   1        개소  
버팀보 보강트레이싱설치                                                                     1        개소  
버팀보연결해체                          H-300*305                                         1        본    
버팀보제작                                H-300*305                                          1        본    
보걸이설치                                철근 D22                                            1        개소  
보도블럭 포장 헐기                                                                             1        M2    
보조기층 부설다짐                       T=200MM                                         1        M3    
볼트조이기 및 풀기                      250공기준                                         1        공당  
사보재 쐐기설치철거                                                                          1         개소  
성토면고르기                                                                                    1        M2    
소형 고압 블럭 포장                     S-TYPE,적색,T=80                            1        a    
수밀시험주변기기                        (1SET/30회)                                     1        SET  
수팽창 고무지수링 설치                20 X 10T                                           1        M    
스테인리스  난간설치                                                                         1        TON  
스티프너설치                                                                                    1        개소  
스틸그레이팅 제작설치                  400X1000X50                                    1        M    
스틸그레이팅 제작설치                  700X 700X50                                    1        EA    
스페이서                                     도넛츠형,T=100                                1        EA    
시 험 비                                                                                           1        식    
시공이음면 정리                           기계                                               1        M2    
시멘트운반비                               구역화물                                         1        포대  
시추기(보링기+엔진+건설식펌프)                                                          1        HR    
쐐기 SHEET PILE 제작                                                                       1        본    
아스콘기층 부설다짐                     T=100MM                                        1            a    
아스콘표층 부설다짐                     T= 50MM                                         1        a    
아스팔트 택코팅                           RSC-4,40L/a                                    1        a    
아스팔트 포장 깨기                       0.7M3                                              1        M3    
아스팔트 프라임코팅                     MC-1,75L/a                                      1        a    
아스팔트운반                               11TON,60KM                                     1        드럼  
에폭시방수                                  에폭시3회                                          1        M2    
P.H.C파일박기                             Φ500 X 18.5M                                    1        M    
P.H.C파일박기                             Φ500 X 14.5M                                    1        M    
P.H.C파일박기                             Φ500 X 13.5M                                    1        M    
에폭시수지계방수                                                                                1        M2    
P.H.C파일두부보강                       Φ500 X 18.5M                                    1        본    
P.H.C파일두부보강                       Φ500 X 14.5M                                    1        본    
P.H.C파일두부보강                       Φ500 X 13.5M                                    1        본    
연암 천공(φ16" T-4)                                                                             1        M    
용수운반                                      L=2.0KM,물탱크5500L                         1        M3    
우각부 띠장연결해체                                                                             1        개소  
원형 거푸집                                  1회  7M이하                                      1        M2    
유니버셜조인트                             T-65                                                1        EA    
유로폼                                         T=400mm                                         1        M2    
유로폼                                         T=500mm                                         1        M2    
유로폼                                         T=700mm                                         1        M2    
유로폼                                         T=700mm,H=10M이하                         1        M2    
유로폼(벽체)                                 7M이하                                            1        M2    
잔토처리(토사)                              BH0.7+DT15Ton                                1        M3    
잔토처리(토사)   (승언)                  BH0.7+DT15Ton                                 1        M3    
잔토처리(토사)   (꽃지)                  BH0.7+DT15Ton                                 1        M3    
잡철물 설치                                  간단                                                 1        TON  
잡철물 제작                                  간단,STS                                          1        TON  
잡철물 제작 설치                           간단,철재                                          1        TON  
잡철물 제작 설치                           간단,STS                                          1        TON  
전기용접                                      (FILLET T=6MM 하향)                        1        M    
전기용접                                      (FILLET T=6MM 횡향)                        1        M    
절토면고르기                                토사                                                 1        M2    
제수변 부설                                  D= 200MM,기계                                  1        개소  
조립식강관동바리                         3개월                                                 1        공/M3
주입소모품비                               1일기준                                              1        HR    
주철관 절단                                 D= 150MM                                          1   &

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