2017. 7. 28. 17:29 내역,수량,상세도/수량산출서

2016년 사방사업 수량산출서 예시

2016년 사방사업(1차)설계 수량산출서.xlsx


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2017. 7. 3. 15:10 내역,수량,상세도/수량산출서

산림토목 수량산출서 모음(임도)

수량산출서.xls



원형돌망태 심줄막이 2단


콘크리트포장(W3500)


큰돌찰쌓기(H=0~3m)


식생기반재 뿜어붙이기


큰돌쌓기


깬돌붙임


돌망태흙막이(측구)


횡단개거A(포장구간)


측구옹벽


횡단개거(비포장)


측구수로관부설


집수정(800*800*1000)


목재계단(W1200)


안전로프(H=1.2m)


안전로프시종점부


목재휀스(H1200,W1800)


목재계단A(W1.0)각재


목재계단A(1.2)각재


원주목계단 재설치-기존 원주목계단 활용


통나무횡배수대(2.1m)

통나무횡배수대(2.4m)


통나무횡배수대(3.0m)


통나무횡배수대(3.6m)


전석찰쌓기(H=0~3m)


배수관부설(1000mm)


배수관날개벽(D1000)


타원형돌망태물받이


쇄석부설및다짐



날개벽 폐기물처리

호형돌수로


돌단쌓기



통나무횡배수대(3.9m)


야면석쌓기







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04_수량.xlsx





식생토낭수로 B0.8
식생토낭쌓기 H0.6
횡배수로 L5.0
보막이 상3.0 하3.0 고1.35
찰붙임 B1.0
찰쌓기 H1.35
이중벽관 　
작업로설치 B3.0
면고르기 　
천단 　
위험수목제거 　


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소단측구 수량산출서

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돌수로 단위수량



  TYPE-1 / 3.0 + 1.0 x 1.0m


  TYPE-2 / 3.5 + 0.5 x 1.0m


  TYPE-3 / 8.0 + 2.0 x 2.0m

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2016. 12. 7. 00:26 내역,수량,상세도/수량산출서

사각맨홀 수량산출서


사각맨홀 수량산출서.xlsx

--------------------------------------------------------------------------------------










우수특2호		 -개소당- 　
(차도측) 2.51 　
　
　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 1. 콘크리트  　 　 　
　 1) 받침대 고정 및 높이 조절용(fck=21MPa) 　 　 　
　 ①받침대 고정 = 0.029 　 　 　
　 　 ②높이 조절용   = 0.050 　 　 　
　 합계: ① ＋ ②   = 0.079 m3 0.08 　
　 2) 높이조절용 몰탈(1:2) = 0.005 m3 0.005 　
　 3) 구체콘크리트(25-21-08) 　 　 　
　 ①슬라브:  ( 1.70 2 - π × 0.60 2 ÷ 4 ) × 0.25   = 0.652 　 　 　
　 ②벽체: ( 1.70 2 － 1.20 2 ) × 2.51 = 3.640 　 　 　
　 ③바닥: 2.00 2 × 0.30     = 1.200 　 　 　
　 합계: ① ＋ ② ＋ ③   = 5.492 m3 5.49 　
　 　 　 　
　 2. 버림콘크리트(25-18-08) 　 　 　
　 계산식: 2.20 2 × 0.10   = 0.484 m3 0.48 　
　 　 　 　
　 　 3. 거푸집 　 　 　
　 1) 유로폼 　 　 　
　 　 ①벽체: 4 × 1.70 × 2.51 ＋ 4 × 1.20 × 2.51   = 29.116 　 　 　
　 ②바닥: 4 × 2.00 × 0.30 = 2.400 　 　 　
　 ③슬라브: 4 × 1.70 × 0.25 ＋ π × 0.60 × 0.25   = 2.171 　 　 　
　 ④높이조절용 = 0.723 　 　 　
　 　 합계: ① ＋ ② ＋ ③ ＋ ④   = 34.410 m2 34.41 　
　 　 2) 합판6회 　 　 　
　 　 버림: 2.2 × 0.1 × 4   = 0.880 m2 0.88 　
　 　 3) 강재35회 　 　 　
　 계산식: πx1×0.17＋π×0.6×0.1   = 0.723 m2 0.72 　
　 　 　 　
　 4. 철근 　 　 　
　 　 ①D13: 0.995 × { 64.64 ＋ 116.928 × ( 2.51 ＋ 0.55 ) 　 　 　
　 　 ＋ 88.32 } × 0.001 = 0.5082 ton 0.508 　
　 　 ②D16: 1.56 × 6.34 × 0.001   = 0.0099 ton 0.010 　
　 　 　 　 　
　 　 5. 사다리 　 　 　
　 　 계산식: ( 2.51 ＋ 0.25 ＋ 0.22 ) ÷ 0.30   = 10 조 10 　
　 　 　 　 　
　 　 6. CHAIR BLOCK (SP-80㎜) 　 　 　
　 　 계산식: 2.00 2   = 4.000 m2 4.00 　
　 　 　 　
　 7. SPACER (T=80㎜) 　 　 　
　 계산식: ( 2.51 ＋ 0.25 ) × 1.70 ＋ ( 2.51 ＋ 0.25 ) 　 　 　
　 　 × 1.20   = 8.004 m2 8.00 　
　 　 8. 맨홀뚜껑 　 　 　
　 　 기성제품   = 1 조 1 　
　 　 　 　 　
　 　 9. 비계(강관) 　 　 　
　 　 계산식: 3.18 × 2.00 × 4   = 25.440 m2 25.440 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
우수특3호 -개소당- 　
(차도측) 2.87 　
　
　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 1. 콘크리트  　 　 　
　 1) 받침대 고정 및 높이 조절용(fck=21MPa) 　 　 　
　 ①받침대 고정 = 0.029 　 　 　
　 　 ②높이 조절용   = 0.050 　 　 　
　 합계: ① ＋ ②   = 0.079 m3 0.08 　
　 2) 높이조절용 몰탈(1:2) = 0.005 m3 0.005 　
　 3) 구체콘크리트(25-21-08) 　 　 　
　 ①슬라브:  ( 1.70 ×  1.90 - π × 0.60 2 ÷ 4 ) × 0.25 = 0.737 　 　 　
　 ②벽체: ( 1.70 × 1.90 － 1.20 × 1.40 ) × 2.87 = 4.449 　 　 　
　 ③바닥: 2.00 × 2.20 × 0.30     = 1.320 　 　 　
　 합계: ① ＋ ② ＋ ③   = 6.506 m3 6.51 　
　 　 　 　
　 2. 버림콘크리트(25-18-08) 　 　 　
　 계산식: 2.40 × 2.20 × 0.10   = 0.528 m3 0.53 　
　 　 　 　
　 　 3. 거푸집 　 　 　
　 1) 유로폼 　 　 　
　 　 ①벽체: 2 × 1.70 × 2.87 ＋ 2 × 1.90 × 2.87 ＋ 2 × 1.20 × 　 　 　
　 3.18 ＋ 2 × 1.40 × 2.87   = 36.332 　 　 　
　 ②바닥: 2 × 2.00 × 0.30 ＋ 2 × 2.20 × 0.30   = 2.520 　 　 　
　 ③슬라브: 4 × 1.70 × 0.25 ＋ π × 0.60 × 0.25   = 2.171 　 　 　
　 　 ④높이조절용 = 0.723 　 　 　
　 　 합계: ① ＋ ② ＋ ③ ＋ ④   = 41.746 m2 41.75 　
　 　 2) 합판6회 　 　 　
　 버림: 2.20 × 0.10 × 2 ＋ 2.40 × 0.10 × 2   = 0.920 m2 0.92 　
　 3) 강재35회 　 　 　
　 계산식: πx1×0.17＋π×0.6×0.1   = 0.723 m2 0.72 　
　 　 　 　 　
　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 　 4. 철근 　 　 　
　 　 ①D13: 0.995 × { 67.72 ＋ 94.24 × ( 2.87 ＋ 0.55 ) 　 　 　
　 　 ＋ 96.80 } × 0.001 = 0.4844 ton 0.484 　
　 　 ②D16: 1.56 × { 29.89 × ( 2.87 ＋ 0.55 ) ＋ 6.34 } 　 　 　
　 　 × 0.001 = 0.1693 ton 0.169 　
　 　 5. 사다리 　 　 　
　 　 계산식: ( 2.87 ＋ 0.25 ＋ 0.22 ) ÷ 0.30   = 11 조 11 　
　 　 　 　
　 6. CHAIR BLOCK (SP-80㎜) 　 　 　
　 계산식: 2.00 × 2.20   = 4.400 m2 4.40 　
　 　 　 　
　 7. SPACER (T=80㎜) 　 　 　
　 　 계산식: ( 2.87 ＋ 0.25 ) × 1.70 ＋ ( 2.87 ＋ 0.25 ) 　 　 　
　 　 × 1.20   = 9.048 m2 9.05 　
　 　 　 　 　
　 　 8. 맨홀뚜껑 　 　 　
　 　 기성제품   = 1 조 1 　
　 　 　 　 　
　 　 9. 비계(강관) 　 　 　
　 　 계산식: 3.58 × 2.00 × 4   = 28.640 m2 28.640 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　
　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
우수 암거 -개소당- 　
(차도측)
0.82 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 1. 콘크리트  　 　 　
　 1) 받침대 고정 및 높이 조절용(fck=21MPa) 　 　 　
　 ①받침대 고정 = 0.029 　 　 　
　 　 ②높이 조절용   = 0.050 　 　 　
　 합계: ① ＋ ②   = 0.079 m3 0.08 　
　 2) 높이조절용 몰탈(1:2) = 0.005 m3 0.005 　
　 3) 구체콘크리트(25-21-08) 　 　 　
　 ①슬라브:  ( 1.40 ×  1.40 - π × 0.60 2 ÷ 4 ) × 0.25 = 0.419 　 　 　
　 ②벽체: ( 1.40 × 1.40 － 0.90 × 0.90 ) × 0.82 = 0.943 　 　 　
　 합계: ① ＋ ②   = 1.362 m3 1.36 　
　 　 2. 거푸집 　 　 　
　 1) 유로폼 　 　 　
　 　 ①벽체: 2 × 1.40 × 0.82 ＋ 2 × 1.40 × 0.82 ＋ 2 × 0.90 × 　 　 　
　 3.18 ＋ 2 × 0.90 × 0.82   = 11.792 　 　 　
　 ②슬라브: 4 × 1.40 × 0.25 ＋ π × 0.60 × 0.25   = 1.871 　 　 　
　 　 ③높이조절용 = 0.723 　 　 　
　 　 합계: ① ＋ ② ＋ ③   = 14.386 m2 14.39 　
　 　 3. 철근 　 　 　
　 　 ①D13: 0.995 × { 40.88 ＋ 87.68 × ( 0.82 ＋ 0.25 ) 　 　 　
　 　 ＋ 0.00 } × 0.001 = 0.1340 ton 0.134 　
　 　 ②D16: 1.56 × 6.70 × 0.001 = 0.0105 ton 0.011 　
　 　 4. 사다리 　 　 　
　 　 계산식: ( 0.82 ＋ 0.25 ＋ 0.22 ) ÷ 0.30   = 4 조 4 　
　 5. SPACER (T=80㎜) 　 　 　
　 　 계산식: ( 0.82 ＋ 0.25 ) × 1.40 × 2 + ( 0.82 + 0.25 ) 　 　 　
　 　 × 0.9 × 2 = 5.000 m2 5.00 　
　 　 7. 맨홀뚜껑 　 　 　
　 　 기성제품   = 1 조 1 　
　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　


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Posted by 자람엔지니어링

2016. 12. 7. 00:24 내역,수량,상세도/수량산출서

원형맨홀 수량산출서

원형맨홀 수량산출서.xlsx


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우수원형1호 (차도측) 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
원형1호)
　
　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　 1.콘크리트 　 　 　
　 　 1) 받침대 고정 및 높이 조절용(fck=21t/㎥) 　 　 　
　 　 ①받침대고정 = 0.029 　 　 　
　 　 ②높이조절용 = 0.050 　 　 　
　 　 합계 : ① + ② = 0.080 m3 0.080 　
　 2) 높이조절용 몰탈(1:2) = 0.005 m3 0.005 　
　 　 3) 슬라브(25-21-08) 　 　 　
　 　 계산식 : π X ( 1.30 2 - 0.60 2 ) X 0.20 ÷ 4 = 0.209 m3 0.21 　
　 　 4) 구체콘크리트(25-21-08) 　 　 　
　 　 ①벽체 :  π X ( 1.30 2 - 0.90 2 ) X 2.28 ÷ 4 = 1.576 　 　 　
　 　 ②바닥 :  π X 1.60 2 X 0.20 ÷ 4 = 0.402 m3 1.98 　
　 　 합계 : ① + ② = 2.187 m3 2.19 　
　 　 5) 버림콘크리트(25-18-08) 　 　 　
　 　 계산식 : π X 1.80 2 X 0.10 ÷ 4 = 0.254 m3 0.25 　
　 　 2.거푸집 　 　 　
　 　 1) 강재35회 　 　 　
　 　 ①벽체 :  π X 1.30 X 2.28 + π X 0.9 X 2.28 = 15.758 　 　 　
　 　 ②바닥 :  π X 1.60 X 0.2 = 1.005 　 　 　
　 　 ③슬라브:  π X 1.30 X 0.2 + π X 0.6 X 0.2 = 1.194 　 　 　
　 　 ④높이조절용 = 0.723 　 　 　
　 　 합계 : ① + ② + ③ + ④ = 18.680 m2 18.68 　
　 2) 합판6회 　 　 　
　 계산식 : π X 1.80 X 0.1 = 0.565 m2 0.565 　
　 　 3.철근 　 　 　
　 　 ①D13 :  0.995 x 13.80 x 0.001 = 0.0137 ton 0.014 　
　 　 ②D16 :  1.560 x 9.73 x 0.001 = 0.0152 ton 0.015 　
　 4.사다리 　 　 　
　 계산식 : ( 2.28 + 0.20 + 0.22 ) ÷ 0.30 = 9 조 9 　
　 5.CHAIR BLOCK (SP=80mm) 　 　 　
　 계산식 : π X ( 1.30 2 - 0.60 2 ) ÷ 4 = 1.05 m2 1.05 　
　 6.맨홀뚜껑 　 　 　
　 기성제품 = 1 조 1 　
　 7.비계(강관) 　 　 　
　 　 계산식 : 1.60 X 2.9 X 4 　 　 　 　 　 　 　 　 　 = 18.5600 　 m2 18.560 　
우수원형2호 (차도측) 　
원형2호)
　
　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 　
　 1.콘크리트 　 　 　
　 　 1) 받침대 고정 및 높이 조절용(fck=21t/㎥) 　 　 　
　 　 ①받침대고정 = 0.029 　 　 　
　 　 ②높이조절용 = 0.050 　 　 　
　 　 합계 : ① + ② = 0.080 m3 0.080 　
　 　 2) 높이조절용 몰탈(1:2) = 0.005 m3 0.005 　
　 　 3) 슬라브(25-21-08) 　 　 　
　 　 계산식 : π X ( 1.70 2 - 0.60 2 ) X 0.20 ÷ 4 = 0.397 m3 0.40 　
　 　 4) 구체콘크리트(25-21-08) 　 　 　
　 　 ①벽체 :  π X ( 1.70 2 - 1.20 2 ) X 2.66 ÷ 4 = 3.029 　 　 　
　 　 ②바닥 :  π X 2.00 2 X 0.25 ÷ 4 = 0.785 m3 3.81 　
　 　 합계 : ① + ② = 4.212 m3 4.21 　
　 　 5) 버림콘크리트(25-18-08) 　 　 　
　 　 계산식 : π X 2.20 2 X 0.10 ÷ 4 = 0.380 m3 0.38 　
　 　 2.거푸집 　 　 　
　 　 1) 강재35회 　 　 　
　 　 ①벽체 :  π X 1.70 X 2.66 + π X 1.2 X 2.66 = 24.234 　 　 　
　 　 ②바닥 :  π X 2.00 X 0.25 = 1.571 　 　 　
　 　 ③슬라브:  π X 1.70 X 0.2 + π X 0.6 X 0.2 = 1.445 　 　 　
　 　 ④높이조절용 = 0.723 　 　 　
　 　 합계 : ① + ② + ③ + ④ = 27.973 m2 27.97 　
　 　 2) 합판6회 　 　 　
　 　 계산식 : π X 2.20 X 0.1 = 0.691 m2 0.691 　
　 　 3.철근 　 　 　
　 　 ①D19 :  2.250 x 12.50 x 0.001 = 0.0281 ton 0.028 　
　 　 ②D16 :  1.560 x 30.62 x 0.001 = 0.0478 ton 0.048 　
　 4.사다리 　 　 　
　 계산식 : ( 2.66 + 0.20 + 0.22 ) ÷ 0.30 = 10 조 10 　
　 5.CHAIR BLOCK (SP=80mm) 　 　 　
　 계산식 : π X ( 1.70 2 - 0.60 2 ) ÷ 4 = 1.99 m2 1.99 　
　 6.맨홀뚜껑 　 　 　
　 기성제품 = 1 조 1 　
　 7.비계(강관) 　 　 　
　 　 계산식 : 2.00 X 3.28 X 4 　 　 　 　 　 　 　 　 　 = 26.2400 　 m2 26.240 　


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