공사견적서.xls



            
견  적  내  역  서
 

 
작성일자 : 2015 년 03 월 11 일 
서울시설관리공단    귀중 
     아래와 같이 견적합니다.서울 종노구 을지로3가 234-56 
 공 사 명  : oooooooo 빌딩 신축공사중 토공사대표이사          박    강    하 
 공사금액 :一金일억칠천사백만원整전화번호 : 010-9033-9001 
 (\174,000,000--) 
       
공          종  규     격단 위수량재  료  비노  무  비경      비합      계비 고
A. 직접공사비        
 101. 토공사  12,172,3002,152,40033,675,80038,000,500 
 102. SIDE-PILE공사  11,689,0002,528,5009,999,00014,216,500 
 103. POST-PILE공사  1244,000366,0001,444,0002,054,000 
 104. C.I.P 공사  11,329,0003,621,0007,560,00012,510,000 
 105. 가시설 설치공사  1011,778,0007,584,00019,362,000 
 106. 해체공사  105,180,0004,438,0009,618,000 
 107. 자재대 및 손료  149,222,0000049,222,000 
 108. 부대공사  11,600,0002,040,0006,520,00010,160,000 
 109. 계측관리공사  11,240,0002,260,000580,0004,080,000 
 110. 부대토목공사  15,048,0001,856,0001,929,5008,833,500 
직접공사비 계   62,544,30031,781,90073,730,300168,056,500 
B. 간접공사비        
고용보험직접노무비*1.62%100514,800514,800 
안전관리비(재+노)*1.88%*30%100531,900531,900 
공과잡비 1004,896,8004,896,800 
간접공사비 계   005,943,5005,943,500 
총 공사비 계   62,544,30031,781,90079,673,800174,000,000 
※ 견 적 조 건 
1.부가세 별도.2.폐기물 처리 별도. 3. 용수,용전 별도. 
5. 민원처리비 별도.      6. 기타 내역이외 공종 추가시 별도. 
            




공      종규  격단위수량 자재비  노무비  경비 도급금액비  고
 단가  금액  단가  금액  단가  금액 단 가금 액
             
 a. 직접공사비             
 1. 외주공사비             
 01. 토목공사             
 101. 토공사   식  1  2,172,300  2,152,400  33,675,800  38,000,500 
 102. SIDE-PILE공사   식  1  1,689,000  2,528,500  9,999,000  14,216,500 
 103. POST-PILE공사   식  1  244,000  366,000  1,444,000  2,054,000 
 104. C.I.P 공사   식  1  1,329,000  3,621,000  7,560,000  12,510,000 
 105. 가시설 설치공사   식  1  -  11,778,000  7,584,000  19,362,000 
 106. 해체공사   식  1  -  5,180,000  4,438,000  9,618,000 
 107. 자재대 및 손료   식  1  49,222,000  -  -  49,222,000 
 108. 부대공사   식  1  1,600,000  2,040,000  6,520,000  10,160,000 
 109. 계측관리공사   식  1  1,240,000  2,260,000  580,000  4,080,000 
 110. 부대토목공사   식  1  5,048,000  1,856,000  1,929,500  8,833,500 
 [ 직접공사비 계 ]      62,544,300  31,781,900  73,730,300  168,056,500 
             
 b. 간접공사비             
 고용보험  직접노무비*1.62%  식  1  -  -  514,800  514,800 
 안전관리비  (재+노)*1.88%*30%  식  1  -  -  531,900  531,900 
 공과잡비   식  1  -  -  4,896,800  4,896,800 
 [ 간접공사비 계 ]      -  -  5,943,500  5,943,500 
             
 [ 합          계 ]      62,544,300  31,781,900  79,673,800  174,000,000 
             
             
             
             
             
             
 1. 외주공사비             
01. 토목공사            
101. 토공사            
바닥CON'C포장철거THK200M2       490           100           49,000           100           49,000         6,300        3,087,000         6,500        3,185,000 
줄파기지장물조사M         90           500           45,000         1,000           90,000         5,000          450,000         6,500          585,000 
터파기,상차매립토M3       690           100           69,000           200          138,000         2,000        1,380,000         2,300        1,587,000 
터파기,상차풍화토M3       819           100           81,900           200          163,800         2,200        1,801,800         2,500        2,047,500 
터파기,상차풍화암M3       887           200          177,400           300          266,100         4,000        3,548,000         4,500        3,991,500 
잔토처리매립토M3       690              -                  -           500          345,000         9,500        6,555,000        10,000        6,900,000 
잔토처리풍화토M3       819              -                  -           500          409,500         8,500        6,961,500         9,000        7,371,000 
잔토처리풍화암M3       887              -                  -           500          443,500         8,500        7,539,500         9,000        7,983,000 
사토장정리 M3     2,396              -                  -              -                  -           500        1,198,000           500        1,198,000 
바닥정리 M2       431              -                  -           500          215,500         1,000          431,000         1,500          646,500 
잡석깔기지정백호0.7M3+콤펙트1.5톤M3         64              -                  -           500           32,000         3,500          224,000         4,000          256,000 
잡석경기, 도착도, 지정용M3         70        25,000        1,750,000              -                  -              -                  -        25,000        1,750,000 
지내력시험           1              -                  -              -                  -      500,000          500,000      500,000          500,000 
[ 소          계 ]            2,172,300         2,152,400       33,675,800       38,000,500 
             
102. SIDE-PILE공사            
SIDE-PILE 천공토사 , D 400M       193         3,000          579,000         2,000          386,000        13,000        2,509,000        18,000        3,474,000 
SIDE-PILE 천공(t-4)풍화암 , D 400M       222         5,000        1,110,000         5,000        1,110,000        30,000        6,660,000        40,000        8,880,000 
H-PILE 제작300*200*9*14         55              -                  -        15,000          825,000              -                  -        15,000          825,000 
H-PILE 근입300*200*9*14M       415              -                  -           500          207,500         2,000          830,000         2,500        1,037,500 
[ 소          계 ]            1,689,000         2,528,500         9,999,000       14,216,500 
             
103. POST-PILE공사            
POST-PILE 천공토사 , D 400M         28         3,000           84,000         2,000           56,000        13,000          364,000        18,000          504,000 
POST-PILE 천공(t-4)풍화암 , D 400M         32         5,000          160,000         5,000          160,000        30,000          960,000        40,000        1,280,000 
H-PILE 제작300*200*9*14          8              -                  -        15,000          120,000              -                  -        15,000          120,000 
H-PILE 근입300*200*9*14M         60              -                  -           500           30,000         2,000          120,000         2,500          150,000 
[ 소          계 ]              244,000           366,000         1,444,000         2,054,000 
             
104. C.I.P 공사            
가이드빔 설치 M         49         1,000           49,000         3,000          147,000         5,000          245,000         9,000          441,000 
C.I.P 천공D 400 , C.T.C 400M       410         3,000        1,230,000         2,000          820,000        13,000        5,330,000        18,000        7,380,000 
철근가공조립D 16 , D 10TON          5        10,000           50,000      150,000          750,000        10,000           50,000      170,000          850,000 
철근망 근입 M       410              -                  -         1,000          410,000         1,000          410,000         2,000          820,000 
레미콘타설25-180M3         69              -                  -         6,000          414,000         6,000          414,000        12,000          828,000 
SLIME처리 M3         69              -                  -         5,000          345,000         9,000          621,000        14,000          966,000 
CAP BEAM 설치 M         49              -                  -        15,000          735,000        10,000          490,000        25,000        1,225,000 
[ 소          계 ]            1,329,000         3,621,000         7,560,000       12,510,000 
             
105. 가시설 설치공사            
보걸이 제작,설치L-90*90*10개소         53              -                  -         8,000          424,000              -                  -         8,000          424,000 
띠장 설치300*300*10*15M       198              -                  -         6,000        1,188,000         6,000        1,188,000        12,000        2,376,000 
띠장 연결 개소         20              -                  -        20,000          400,000         5,000          100,000        25,000          500,000 
띠장 홈메우기 개소       118              -                  -         6,000          708,000              -                  -         6,000          708,000 
피스브라켓 설치300*200(L=0.4M)개소         32              -                  -        15,000          480,000              -                  -        15,000          480,000 
보받이 설치300*200*9*14M       204              -                  -         4,000          816,000         4,000          816,000         8,000        1,632,000 
STRUT 설치300*300*10*15M       580              -                  -         6,000        3,480,000         6,000        3,480,000        12,000        6,960,000 
STRUT 제작,연결          58              -                  -        25,000        1,450,000         5,000          290,000        30,000        1,740,000 
S/ JACK 설치100TON개소         46              -                  -        15,000          690,000              -                  -        15,000          690,000 
화타 제작,설치 개소         32              -                  -         1,000           32,000        10,000          320,000        11,000          352,000 
스티프너 설치 개소       144              -                  -         5,000          720,000              -                  -         5,000          720,000 





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