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"full_source_tables", + "duplicate_application_prohibited": true, + "tables": [ + { + "section": "1-3-1. 재료의 할증", + "line": 857, + "headers": [ + "종 류", + "정 치 식 (％)", + "기 타 (％)" + ], + "rows": [ + [ + "시 멘 트", + "2", + "3" + ], + [ + "잔골재ㆍ채움재", + "10", + "12" + ], + [ + "굵 은 골 재", + "3", + "5" + ], + [ + "아 스 팔 트", + "2", + "3" + ], + [ + "석 분", + "2", + "3" + ], + [ + "혼 화 재", + "2", + "-" + ] + ] + }, + { + "section": "1-3-1. 재료의 할증", + "line": 869, + "headers": [ + "종 류", + "할 증 률 (％)" + ], + "rows": [ + [ + "모 래", + "6" + ], + [ + "부순돌ㆍ자갈ㆍ막자갈", + "4" + ], + [ + "석 분", + "0" + ], + [ + "점 질 토", + "6" + ] + ] + }, + { + "section": "1-3-1. 재료의 할증", + "line": 878, + "headers": [ + "종 류", + "할 증 률 (％)" + ], + "rows": [ + [ + "모 래", + "4" + ] + ] + }, + { + "section": "1-3-1. 재료의 할증", + "line": 884, + "headers": [ + "종 류", + "할 증 률 (％)" + ], + "rows": [ + [ + "원 형 철 근", + "5" + ], + [ + "이 형 철 근", + "3" + ], + [ + "이형철근 (교량·지하철 및 이와 유사한 복잡한 구조물의 주철근)", + "6-7" + ], + [ + "강 판", + "10" + ], + [ + "강관(옥외 수도용 강관 제외)", + "5" + ], + [ + "대형형강 (形 鋼)", + "7" + ], + [ + "소 형 형 강", + "5" + ], + [ + "봉 강 (棒 鋼)", + "5" + ], + [ + "평 강 대 강", + "5" + ], + [ + "경량형 강각(角) 파이프", + "5" + ], + [ + "리 벳 (제 품)", + "5" + ] + ] + }, + { + "section": "1-3-1. 재료의 할증", + "line": 901, + "headers": [ + "재 료 별", + "할 증 률 (％)", + "" + ], + "rows": [ + [ + "목 재", + "각 재", + "5" + ], + [ + "판 재", + "10", + "" + ], + [ + "합 판", + "일반용 합판", + "3" + ], + [ + "수장용 합판", + "5", + "" + ], + [ + "조립식구조물(U형플륨관 등)", + "3", + "" + ], + [ + "레디믹스트콘크리트타설 (현장 플랜트 포함)", + "무근 구조물", + "2" + ], + [ + "철근 구조물", + "1", + "" + ], + [ + "철골 구조물", + "1", + "" + ], + [ + "원 석 (마름돌용)", + "30", + "" + ], + [ + "사방용 수목", + "10", + "" + ], + [ + "떼 및 초화류", + "10", + "" + ], + [ + "현장콘크리트 타설 (인력 및 믹서)", + "무근구조물", + "3" + ], + [ + "철근구조물", + "2", + "" + ], + [ + "소형구조물", + "5", + "" + ], + [ + "아스팔트콘크리트 포설(현장플랜트 포함)", + "2", + "" + ], + [ + "콘크리트포장 포설", + "4", + "" + ], + [ + "원심력철근콘크리트관", + "3", + "" + ] + ] + } + ] + }, + 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+ "misc_material_percent_of_fuel": 50.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0102-0033", + "machine_name": "불도저(타이어)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 42.4, + "specification": "33", + "misc_material_percent_of_fuel": 50.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0121-0004", + "machine_name": "습지 불도저", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 5.4, + "specification": "4", + "misc_material_percent_of_fuel": 23.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0121-0013", + "machine_name": "습지 불도저", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 14.6, + "specification": "13", + "misc_material_percent_of_fuel": 23.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0012", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 3.2, + "specification": "0.12", + "misc_material_percent_of_fuel": 21.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0020", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 5.0, + "specification": "0.2", + "misc_material_percent_of_fuel": 21.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0040", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 9.9, + "specification": "0.4", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0060", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 10.2, + "specification": "0.6", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0070", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 11.6, + "specification": "0.7", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0080", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 15.3, + "specification": "0.8", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0100", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 19.5, + "specification": "1.0", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0120", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 20.2, + "specification": "1.2", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0201-0200", + "machine_name": "굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 32.8, + "specification": "2.0", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0211-0018", + "machine_name": "굴착기(타이어)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 5.6, + "specification": "0.18", + "misc_material_percent_of_fuel": 24.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0211-0060", + "machine_name": "굴착기(타이어)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 11.6, + "specification": "0.6", + "misc_material_percent_of_fuel": 24.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0211-0080", + "machine_name": "굴착기(타이어)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 16.3, + "specification": "0.8", + "misc_material_percent_of_fuel": 24.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0211-0100", + "machine_name": "굴착기(타이어)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 20.5, + "specification": "1.0", + "misc_material_percent_of_fuel": 24.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0221-0040", + "machine_name": "습지굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 9.5, + "specification": "0.4", + "misc_material_percent_of_fuel": 15.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0221-0070", + "machine_name": "습지굴착기(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 11.0, + "specification": "0.7", + "misc_material_percent_of_fuel": 15.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0260-0355", + "machine_name": "트랜처", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 6.7, + "specification": "3.55", + "misc_material_percent_of_fuel": 34.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0301-0057", + "machine_name": "로더(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 4.8, + "specification": "0.57", + "misc_material_percent_of_fuel": 21.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0301-0076", + "machine_name": "로더(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 6.3, + "specification": "0.76", + "misc_material_percent_of_fuel": 21.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0301-0095", + "machine_name": "로더(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 7.4, + "specification": "0.95", + "misc_material_percent_of_fuel": 21.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0301-0115", + "machine_name": "로더(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 9.5, + "specification": "1.15", + "misc_material_percent_of_fuel": 21.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0301-0134", + "machine_name": "로더(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 11.3, + "specification": "1.34", + "misc_material_percent_of_fuel": 21.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0301-0153", + "machine_name": "로더(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 13.3, + "specification": "1.53", + "misc_material_percent_of_fuel": 21.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0301-0172", + "machine_name": "로더(무한궤도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 14.6, + "specification": "1.72", + 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"fuel_rate_l_per_hour": 19.9, + "specification": "3.50", + "misc_material_percent_of_fuel": 44.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0302-0500", + "machine_name": "로더(타이어)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 29.4, + "specification": "5.00", + "misc_material_percent_of_fuel": 44.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0406-0054", + "machine_name": "스크레이퍼(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 19.5, + "specification": "5.4", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0406-0115", + "machine_name": "스크레이퍼(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 41.6, + "specification": "11.5", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0406-0161", + "machine_name": "스크레이퍼(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 53.6, + "specification": "16.1", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0406-0206", + "machine_name": "스크레이퍼(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 63.0, + "specification": "20.6", + "misc_material_percent_of_fuel": 22.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0502-0036", + "machine_name": "모터그레이더(일반용)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 16.2, + "specification": "3.6", + "misc_material_percent_of_fuel": 39.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0503-0036", + "machine_name": "모터그레이더(사리도)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 16.2, + "specification": "3.6", + "misc_material_percent_of_fuel": 113.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0025", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 2.9, + "specification": "2.5", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0045", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 5.0, + "specification": "4.5", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0060", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 8.0, + "specification": "6", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0080", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 9.3, + "specification": "8", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0105", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 14.1, + "specification": "10.5", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0150", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 15.9, + "specification": "15", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0200", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 20.0, + "specification": "20", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0240", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 23.0, + "specification": "24", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "0602-0320", + "machine_name": "덤프트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 29.1, + "specification": "32", + "misc_material_percent_of_fuel": 38.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "1106-0010", + "machine_name": "머캐덤 롤러(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 7.6, + "specification": "8∼10", + "misc_material_percent_of_fuel": 18.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "1106-0012", + "machine_name": "머캐덤 롤러(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 9.3, + "specification": "10∼12", + "misc_material_percent_of_fuel": 18.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "1106-0015", + "machine_name": "머캐덤 롤러(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 10.9, + "specification": "12∼15", + "misc_material_percent_of_fuel": 18.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "1206-0008", + "machine_name": "탠덤롤러(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 5.0, + "specification": "5∼8", + "misc_material_percent_of_fuel": 18.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "1206-0010", + "machine_name": "탠덤롤러(자주식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 6.8, + "specification": "8∼10", + "misc_material_percent_of_fuel": 18.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "1206-0014", + "machine_name": "탠덤롤러(자주식)", + "fuel_type": 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"diesel", + "fuel_rate_l_per_hour": 20.5, + "specification": "40", + "misc_material_percent_of_fuel": 39.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "2702-0060", + "machine_name": "트럭 트랙터 및 평판트레일러", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 26.3, + "specification": "60", + "misc_material_percent_of_fuel": 39.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4205-0010", + "machine_name": "콘크리트 믹서", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 1.3, + "specification": "0.10", + "misc_material_percent_of_fuel": 2.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4205-0017", + "machine_name": "콘크리트 믹서", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 1.3, + "specification": "0.17", + "misc_material_percent_of_fuel": 2.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4205-0020", + "machine_name": "콘크리트 믹서", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 1.3, + "specification": "0.20", + "misc_material_percent_of_fuel": 2.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4205-0030", + "machine_name": "콘크리트 믹서", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 2.0, + "specification": "0.30", + "misc_material_percent_of_fuel": 2.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4205-0040", + "machine_name": "콘크리트 믹서", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 3.9, + "specification": "0.40", + "misc_material_percent_of_fuel": 2.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4205-0045", + "machine_name": "콘크리트 믹서", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 3.9, + "specification": "0.45", + "misc_material_percent_of_fuel": 2.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4304-0060", + "machine_name": "콘크리트 믹서트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 13.0, + "specification": "6.0", + "misc_material_percent_of_fuel": 44.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4304-0061", + "machine_name": "콘크리트 믹서트럭", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 13.0, + "specification": "6.0(L)", + "misc_material_percent_of_fuel": 44.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4430-0400", + "machine_name": "커터(콘크리트 및 아스팔트용)", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 5.6, + "specification": "320~ 400", + "misc_material_percent_of_fuel": 20.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4504-0021", + "machine_name": "콘크리트 펌프차", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 14.7, + "misc_material_percent_of_fuel": 35.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4504-0028", + "machine_name": "콘크리트 펌프차", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 15.3, + "misc_material_percent_of_fuel": 35.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4504-0032", + "machine_name": "콘크리트 펌프차", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 17.3, + "misc_material_percent_of_fuel": 35.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4504-0036", + "machine_name": "콘크리트 펌프차", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 17.7, + "misc_material_percent_of_fuel": 35.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4504-0041", + "machine_name": "콘크리트 펌프차", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 23.3, + "misc_material_percent_of_fuel": 35.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4504-0043", + "machine_name": "콘크리트 펌프차", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 26.3, + "misc_material_percent_of_fuel": 35.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4504-0047", + "machine_name": "콘크리트 펌프차", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 26.3, + "misc_material_percent_of_fuel": 35.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4504-0052", + "machine_name": "콘크리트 펌프차", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 31.0, + "misc_material_percent_of_fuel": 35.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "4506-0200", + "machine_name": "초고압펌프", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 7.6, + "specification": "200", + "misc_material_percent_of_fuel": 16.0 + }, + { + "machine_code": "4506-0400", + "machine_name": "초고압펌프", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 21.7, + "specification": "400", + "misc_material_percent_of_fuel": 16.0 + }, + { + "machine_code": "4611-0350", + "machine_name": "콘크리트 진동기", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 1.0, + "misc_material_percent_of_fuel": 10.0 + }, + { + "machine_code": "5205-0035", + "machine_name": "공기압축기(이동식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 6.2, + "specification": "3.5", + "misc_material_percent_of_fuel": 16.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5205-0071", + "machine_name": "공기압축기(이동식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 10.0, + "specification": "7.1", + "misc_material_percent_of_fuel": 16.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5205-0103", + "machine_name": "공기압축기(이동식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 14.2, + "specification": "10.3", + "misc_material_percent_of_fuel": 16.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5205-0170", + "machine_name": "공기압축기(이동식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 23.5, + "specification": "17.0", + "misc_material_percent_of_fuel": 16.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5205-0210", + "machine_name": "공기압축기(이동식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 27.6, + "specification": "21.0", + "misc_material_percent_of_fuel": 16.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5205-0255", + "machine_name": "공기압축기(이동식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 32.3, + "specification": "25.5", + "misc_material_percent_of_fuel": 16.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5405-0110", + "machine_name": "크롤러드릴(탑승유압식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 18.6, + "specification": "110", + "misc_material_percent_of_fuel": 23.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5405-0150", + "machine_name": "크롤러드릴(탑승유압식)", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 25.7, + "specification": "150", + "misc_material_percent_of_fuel": 23.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5701-0010", + "machine_name": "노면파쇄기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 13.9, + "specification": "1.0", + "misc_material_percent_of_fuel": 16.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "5701-0020", + "machine_name": "노면파쇄기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 52.7, + "specification": "2.0", + "misc_material_percent_of_fuel": 16.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "6330-0015", + "machine_name": 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"misc_material_percent_of_fuel": 18.0 + }, + { + "machine_code": "6630-0003", + "machine_name": "유압 파일 해머", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 15.4, + "specification": "3", + "misc_material_percent_of_fuel": 18.0 + }, + { + "machine_code": "6630-0005", + "machine_name": "유압 파일 해머", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 19.3, + "specification": "5", + "misc_material_percent_of_fuel": 18.0 + }, + { + "machine_code": "6630-0007", + "machine_name": "유압 파일 해머", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 24.0, + "specification": "7", + "misc_material_percent_of_fuel": 18.0 + }, + { + "machine_code": "6630-0010", + "machine_name": "유압 파일 해머", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 31.8, + "specification": "10", + "misc_material_percent_of_fuel": 18.0 + }, + { + "machine_code": "6630-0013", + "machine_name": "유압 파일 해머", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 42.3, + "specification": "13", + "misc_material_percent_of_fuel": 18.0 + }, 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"machine_code": "6803-0100", + "machine_name": "다짐말뚝 전용장비", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 12.0, + "specification": "100", + "misc_material_percent_of_fuel": 20.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "6803-0120", + "machine_name": "다짐말뚝 전용장비", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 19.1, + "specification": "120", + "misc_material_percent_of_fuel": 20.0, + "operator_person_per_day": 1.0 + }, + { + "machine_code": "7505-0025", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 4.3, + "parse_method": "verified_source_row_alignment", + "specification": "25" + }, + { + "machine_code": "7505-0050", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 8.7, + "parse_method": "verified_source_row_alignment", + "specification": "50" + }, + { + "machine_code": "7505-0100", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 17.4, + "parse_method": "verified_source_row_alignment", + "specification": "100" + }, + { + "machine_code": "7505-0125", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 19.4, + "parse_method": "verified_source_row_alignment", + "specification": "125" + }, + { + "machine_code": "7505-0150", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 23.0, + "parse_method": "verified_source_row_alignment", + "specification": "150" + }, + { + "machine_code": "7505-0200", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 30.6, + "parse_method": "verified_source_row_alignment", + "specification": "200" + }, + { + "machine_code": "7505-0250", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 38.3, + "parse_method": "verified_source_row_alignment", + "specification": "250" + }, + { + "machine_code": "7505-0350", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 53.6, + "parse_method": "verified_source_row_alignment", + "specification": "350" + }, + { + "machine_code": "7505-0450", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 68.9, + "parse_method": "verified_source_row_alignment", + "specification": "450" + }, + { + "machine_code": "7505-0500", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 76.6, + "parse_method": "verified_source_row_alignment", + "specification": "500" + }, + { + "machine_code": "7505-0700", + "machine_name": "발전기", + "fuel_type": "diesel", + "fuel_rate_l_per_hour": 107.3, + "parse_method": "verified_source_row_alignment", + "specification": "700" + }, + { + "machine_code": "7993-0020", + "machine_name": "양수기", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 1.3, + "parse_method": "verified_source_row_alignment", + "specification": "1.49㎾" + }, + { + "machine_code": "7994-0050", + "machine_name": "POWER TLOWEL", + "fuel_type": "gasoline", + "fuel_rate_l_per_hour": 1.0, + "parse_method": "verified_source_row_alignment", + "specification": "3.73㎾" + } + ], + "source_tables": [ + { + "section": "8-4 운전경비 산정('08, '09, '10, '11, '12, '13, '14, '15, '16, '17년 보완)8-4-1 [00]토공기계", + "line": 3390, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "0101-0007 0010 0012 0019 0032 0102-0015 0028 0033 0121-0004 0013 0201-0012 0020 0040 0060 0070 0080 0100 0120 0200 0211-0018 0060 0080 0100 0221-0040 0070 0260-0355 0301-0057 0076 0095 0115 0134", + "불 도 저 ( 무 한 궤 도 ) 불 도 저 ( 타 이 어 ) 습 지 불 도 저 굴 착 기 ( 무 한 궤 도 ) 굴 착 기 ( 타 이 어 ) 습 지 굴 착 기 ( 무 한 궤 도 ) 트 랜 처 로 더 ( 무 한 궤 도 )", + "7ton 10 12 19 32 15ton 28 33 4ton 13 0.12㎥ 0.2 0.4 0.6 0.7 0.8 1.0 1.2 2.0 0.18㎥ 0.6 0.8 1.0 0.4㎥ 0.7 3.55톤 0.57㎥ 0.76 0.95 1.15 1.34", + "9.0 12.5 14.6 25.0 41.6 19.2 36.0 42.4 5.4 14.6 3.2 5.0 9.9 10.2 11.6 15.3 19.5 20.2 32.8 5.6 11.6 16.3 20.5 9.5 11.0 6.7 4.8 6.3 7.4 9.5 11.3", + "16% 16 16 16 16 50 50 50 23 23 21 21 22 22 22 22 22 22 22 24 24 24 24 15 15 34 21 21 21 21 21", + "1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1" + ] + ] + }, + { + "section": "8-4 운전경비 산정('08, '09, '10, '11, '12, '13, '14, '15, '16, '17년 보완)8-4-1 [00]토공기계", + "line": 3396, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "0153 0172 0287 0302-0025 0057 0095 0134 0172 0229 0287 0350 0500 0406-0054 0115 0161 0206 0502-0036 0503-0036 0602-0025 0045 0060 0080 0105 0150 0200 0240 0320", + "로 더 ( 무 한 궤 도 ) 로 더 ( 타 이 어 ) 스 크 레 이 퍼 ( 자 주 식 ) 모터그레이더( 일반용) 모터그레이더( 사리도) 덤 프 트 럭", + "1.53 1.72 2.87 0.25㎥ 0.57 0.95 1.34 1.72 2.29 2.87 3.5 5.0 5.4㎥ 11.5 16.1 20.6 3.6m 3.6m 2.5ton 4.5 6 8 10.5 15 20ton 24 32", + "13.3 14.6 25.3 3.3 3.5 6.2 7.7 9.8 13.3 16.4 19.9 29.4 19.5 41.6 53.6 63.0 16.2 16.2 2.9 5.0 8.0 9.3 14.1 15.9 20.0 23.0 29.1", + "21 21 21 44 44 44 44 44 44 44 44 44 22 22 22 22 39 113 38 38 38 38 38 38 38 38 38", + "1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1" + ] + ] + }, + { + "section": "8-4-2 [10]다짐기계", + "line": 3402, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "1106-0010 0012 0015 1206-0008 0010 0014 1209-0001 0002 0004 0006 0007 0008 0013 1305-0007 1306-0025 0044 0060 0100 0120 1406-0008 0015 0025 1506-0011 0012 0015 0019 0025 0030 0032 0037 1630-0080 1730-0015", + "머 캐 덤 롤 러 ( 자 주 식 ) 탠 덤 롤 러 ( 자 주 식 ) 탠 덤 롤 러 ( 진 동 자 주 식 ) 진동롤러( 핸드가이드식) 진 동 롤 러 ( 자 주 식 ) 타 이 어 롤 러 ( 자 주 식 ) 양 족 식 롤 러 ( 자 주 식 ) 래 머 플 레 이 트 콤 팩 터", + "8∼10ton 10∼12 12∼15 5∼8ton 8∼10 10∼14 1ton 2 4 6 7 8 13 0.7ton 2.5ton 4.4ton 6 10 12 5∼8ton 8∼15 15∼25 11ton 12 15 19 25 30 32 37 80㎏ 1.5ton", + "7.6 9.3 10.9 5.0 6.8 8.4 2.5 4.1 8.2 10.2 11.2 11.2 16.8 2.2 2.3 3.2 11.6 14.4 15.8 4.9 8.0 10.0 11.3 13.7 22.5 27.2 27.2 32.6 35.2 41.4 휘발유0.7 휘발유1.0", + "18 18 18 18 18 18 8 8 8 8 8 8 8 13 13 13 30 30 30 23 23 23 18 18 18 18 18 18 18 18 10 20", + "1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1" + ] + ] + }, + { + "section": "8-4-3 [20]운반 및 하역기계('21년 보완)", + "line": 3408, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "2101-0010 0015 0020 0025 0030 0035 0040 0050 0070 0080 0100 0150 0220 0280 0300 2104-0010 0015 0020 0025 0030 0035 0040 0045 0050 0060 0070", + "크 레 인 ( 무 한 궤 도 ) 크 레 인 ( 타 이 어 )", + "10ton (0.29) 15 (0.38) 20 (0.57) 25 (0.76) 30 (1.15) 35 (1.33) 40 (1.53) 50 (1.91) 70 (2.29) 80 (2.68) 100 150 220 280 300 10ton 15 20 25 30 35 40 45 50 60 70", + "5.8 7.2 8.6 9.6 10.5 11.2 11.5 12.0 17.2 19.1 23.9 24.4 25 28 28 3.8 4.7 5.4 6.1 7.7 7.7 8.5 10.0 10.0 10.6 12.3", + "20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 39 39 39 39 39 39 57 57 57 57 57", + "1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1" + ] + ] + }, + { + "section": "8-4-3 [20]운반 및 하역기계('21년 보완)", + "line": 3414, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "0080 0100 0130 0160 0200 0220 0250 0300 2105-0002 0003 0005 0010 0015 0018 2106-0002 0003 0005 2107-0005 2208-5008 5010 5012 5016 5020 2330-0005 0007 2402-0001 2502-0020 0025 0035 0050 0075 2602-0015 0025 0035 0045 2702-0020 0030 0040 0060", + "크 레 인 ( 타 이 어 ) 트 럭 탑 재 형 크 레 인 고 소 작 업 차 터 널 용 고 소 작 업 차 타 워 크 레 인 디 젤 기 관 차 경 운 기 지 게 차 트 랙 터( 타 이 어) 트 럭 트 랙 터 및 평 판 트 레 일 러", + "80 100 130 160 200 220 250 300ton 2ton 3 5 10 15 18 2ton 3 5 0.5ton 50×8 50×10 50×12 50×16 50×20 5ton 7 1ton 2.0ton 2.5 3.5 5.0 7.5 1.5ton 2.5 3.5 4.5 20ton 30 40 60", + "12.3 15.9 17.7 19.6 22 22 24 24 2.9 3.1 5.1 10.3 11 11.3 2.9 3.1 5.1 5.1 - - - - - 3.5 4.2 1.3 4.0 4.0 5.7 5.7 6.6 4.5 6.8 9.2 11.3 16.5 17.2 20.5 26.3", + "57 57 63 63 63 63 63 63 20 20 20 20 20 20 20 20 20 20 - - - - - 20.2 20.2 20 37 37 37 37 37 29 29 29 29 39 39 39 39", + "1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1" + ] + ] + }, + { + "section": "8-4-4 [30]포장기계", + "line": 3420, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "3108-0040 0060 0080 0100 0120 3201-0001 0003 3302-0030 0038 0047 0057 3430-0030 0040 3450-0642 3530-0015 0036 3601-0102 0202 0204 0302 0402 3611-0142 3701-0200 3801-0795 0120 3805-0120 3901-0300", + "아 스 팔 트 믹 싱 플 랜 트 아 스 팔 트 피 니 셔 아 스 팔 트 디 스 트 리 뷰 터 아스팔트 스프레어 현장가열표층재생기 스 테 이 빌 라 이 저 ( 안 정 기 ) 콘크리트피니셔(포장용) 〃 〃 〃 〃 콘 크 리 트 피 니 셔 ( 중 앙 분 리 대 용 ) 콘크리트 스프레더 콘크리트조면마무리기 콘크리트롤러페이버 슬 러 리 실 기 계", + "40ton/hr(80㎾) 60 (120) 80 (160) 100(200) 120(240) 1.7m 3m 3,000ℓ 3,800 4,700 5,700 300ℓ 400 479㎾ 1.5 3.6m 74.6㎾ 160.4 186.5 224.0 299.9 105.9㎾ 7.95m 7.95m 12 12m 3.0~3.8m", + "중유487.2 614.7 678.4 746.7 819.6 7 13 8.9 10.9 11.3 14.3 휘발유0.8 휘발유1.2 73.7+ 휘발유54.5 17.0 35.0 9.6 20.6 24.0 28.9 38.7 10.6 12.7 3.9 휘발유5.1 휘발유4.1 23.4", + "- - - - - 7 7 25 25 25 25 6 6 20 27 27 14 14 14 14 14 18 18 18 6 6 29", + "2 2 2 2 2 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1" + ] + ] + }, + { + "section": "8-4-5 [40]콘크리트기계", + "line": 3426, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "4108-0060 0090 0120 0150 0180", + "콘크리트배치플랜트", + "60㎥/hr(96㎾) 90 (144) 120 (160) 150 (177) 180 (213)", + "- - - - -", + "- - - - -", + "1 1 1 1 1" + ] + ] + }, + { + "section": "8-4-5 [40]콘크리트기계", + "line": 3432, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "0210 4205-0010 0017 0020 0030 0040 0045 4304-0060 0061 4430-0400 4504-0021 0028 0032 0036 0041 0043 0047 0052 4506-0200 0400 4611-0350", + "콘 크 리 트 믹 서 콘 크 리 트 믹 서 트 럭 커 터 (콘크리트 및 아스팔트용) 콘 크 리 트 펌 프 차 초 고 압 펌 프 콘 크 리 트 진 동 기", + "210 (233) 0.1㎥ 0.17 0.20 0.30 0.40 0.45 6.0㎥ 6.0(L) 320∼400㎜ 21m 28m 32m 36m 41m 43m 47m 52m 200(㎏/㎠) 400 45ø", + "- 휘발유1.3 휘발유1.3 휘발유1.3 휘발유2.0 휘발유3.9 휘발유3.9 13.0 13.0 휘발유5.6 14.7 15.3 17.3 17.7 23.3 26.3 26.3 31.0 7.6 21.7 휘발유1.0", + "- 2 2 2 2 2 2 44 44 20 35 35 35 35 35 35 35 35 16 16 10", + "1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - -" + ] + ] + }, + { + "section": "8-4-6 [50]골재생산기계 등", + "line": 3438, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "5105-0050 0100 0150 0200 5119-0625 5205-0035 0071 0103 0170 0210 0255", + "크 러 셔 ( 이 동 식 ) 골 재 세 척 설 비 공기압축기( 이동식)", + "50ton/hr(93㎾) 100 (155) 150 (260) 200 (326) 15㎾ (62.5㎥/hr) 3.5㎥/min 7.1 10.3 17.0 21.0 25.5", + "- - - - - 6.2 10.0 14.2 23.5 27.6 32.3", + "- - - - - 16 16 16 16 16 16", + "1 1 1 1 1 1 1 1 1 1 1" + ] + ] + }, + { + "section": "8-4-6 [50]골재생산기계 등", + "line": 3444, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "5401-0015 0017 5405-0110 0150 5701-0010 0020 5801-0045 5805-0002 0003", + "크롤러드릴( 공기식) 크 롤 러 드 릴 ( 탑 승 유 압 식 ) 노 면 파 쇄 기 터 널 전 단 면 굴 착 기 점 보 드 릴", + "15(120㎜) 17(120㎜) 110㎾ 150 1.0m 2.0m 4.5m 2붐 3", + "- - 18.6 25.7 13.9 52.7 동력330㎾ 135㎾ 239㎾", + "- - 23 23 16 16 10 6 10", + "1 1 1 1 1 1 - 1 1" + ] + ] + }, + { + "section": "8-4-7 [60]기초공사용 기계('21년 보완)", + "line": 3450, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "6330-0015 0022 0032 0040 6540-0131 6630-0003 0005 0007 0010 0013 6701-0147 0184 6801-0010 6802-0040 0060 0100 0120 0135 0160 6803-0100 0120", + "디 젤 파 일 해 머 워 터 젯 트 유 압 파 일 해 머 P B D 천 공 기 ( 유 압 식 ) 고압분사전용장비 파일천공전용장비 다짐말뚝전용장비", + "1.5ton 2.2 3.2 4.0 96㎾ 3ton 5 7 10 13 147㎾,38m 184㎾,53m 20ton 40 60 100 120 135 160 100ton 120ton", + "7.3 11.8 15.5 20.0 25.0 15.4 19.3 24.0 31.8 42.3 29.8 37.5 16.3 9.02 13.30 18.69 20.61 21.85 23.65 12 19.1", + "36 36 36 36 18 18 18 18 18 18 15 15 16 20 20 20 20 20 20 20 20", + "1 1 1 1 - - - - - - 1 1 1 1 1 1 1 1 1 1 1" + ] + ] + }, + { + "section": "8-4-8 [70]기타기계('24년 보완)", + "line": 3456, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "7101-0450 7106-0035 7110-0013 0025 7120-0746 7202-0008 0010 7204-0018 0038 0055 0065 0160 7205-0125 0475 0540 7210-0485 7330-0010 7360-0055 0090 7505-0025 0050 0100 0125 0150 0200 0250 0350 0450 0500 0700 7811-0025 0030 0040 0045 0070 0120", + "고 성 능 착 정 기 골 재 살 포 기(자주식) 진 공 흡 입 준 설 차 버 킷 식 준 설 기 자 동 세 륜 기 ( 롤 타 입 ) 물 탱 크( 살수차) 이동식 임목파쇄기 동 력 분 무 기 라 인 마 커 차 선 제 거 기 발 전 기 엔 진( 가 솔 린)", + "335.70㎾ 3.5m 13ton(3.00㎥적) 25ton(7.64㎥적) 7.46kW 2,200×5,1 50×1,000 2,650×5,160 ×1,000 1,800ℓ 3,800ℓ 5,500ℓ 6,500ℓ 16,000ℓ 93.25㎾ 354.35㎾ 402.84㎾ 4.85㎾ 10km/hr 4.10㎾ 6.71 25㎾ 50 100 125 150 200 250 350 450 500 700 1.87㎾ 2.24 2.98 3.36 5.22 8.95", + "39.5 3.2 15.2 27.6 1.3 동력 15.1㎾ 동력 15.1㎾ 8.2 8.6 9.3 9.4 12.9 - 80.9 95.8 휘발유1.3 20.7 휘발유3.38 휘발유5.53 4.3 8.7 17.4 19.4 23.0 30.6 38.3 53.6 68.9 76.6 107.3 휘발유0.5 0.6 0.8 0.9 1.4 2.4", + "50 24 40 40 20 - 30 30 30 30 30 - 24 24 20 4 20 20 24 24 24 24 24 24 24 24 24 24 24 20 20 20 20 20 20", + "1 1 1 1 1 - 1 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 - - - - - -" + ] + ] + }, + { + "section": "8-4-8 [70]기타기계('24년 보완)", + "line": 3462, + "headers": [ + "분류번호", + "기계명", + "규격", + "주연료 (ℓ/hr)", + "잡재료 (주연료의%)", + "조종원 (인/일)" + ], + "rows": [ + [ + "7812-0005 0007 0009 0015 0018 0020 0035 0070 0100 0150 0200 7954-1119 7991-0050 0100 0500 7992-0001 7993-0020 7994-0050", + "엔 진 ( 디 젤 ) 양 로 기 모 르 타 르 펌 프 모 르 타 르 믹 서 양 수 기 POWER TROWEL", + "3.73㎾ 5.22 6.71 11.19 13.43 14.92 26.11 52.22 74.60 111.90 149.20 11.19㎾ 3.73㎾ 7.46㎾ 37㎾ 0.3㎥ 1.49㎾ 3.73㎾", + "0.5 0.8 1.0 1.6 2.0 2.2 3.8 7.6 10.8 16.3 21.7 1.6 3.73㎾ 7.46㎾ 37㎾ 1.87㎾ 휘발유1.3 1.49㎾ 휘발유1", + "16 16 16 16 16 16 16 16 16 16 16 16 - - - 2 - 10", + "- - - - - - - - - - - 1 - - - - - -" + ] + ] + }, + { + "section": "8-4-9 [90]해상기계(9010) 펌프준설선 ('10, '11년 보완)", + "line": 3476, + "headers": [ + "명 칭", + "단위", + "규 격", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "비 고" + ], + "rows": [ + [ + "", + "", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "㎾", + "" + ], + [ + "", + "", + "224", + "448", + "746", + "895", + 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"boulder_mixed_soil": 0, + "exception": "tire_or_wetland_bulldozer" + } + ] + } + }, + "parse_audit": { + "unparsed_price_rows": [] + } +} diff --git a/resources/data_cost_input_value/mat_price_public_2026-08-14.json b/resources/data_cost_input_value/mat_price_public_2026-08-14.json new file mode 100644 index 00000000..42ef3562 --- /dev/null +++ b/resources/data_cost_input_value/mat_price_public_2026-08-14.json @@ -0,0 +1,112020 @@ +{ + "schema_version": "1.0", + "dataset_id": "mat_price_public", + "effective_date": "2026-08-14", + "generated_at": "2026-08-14T19:54:28+09:00", + "sources": [ + { + "path": "resources/knowledge/original/원가계산/자재단가/나라장터_시설공통자재_2026-08-14.json", + "sha256": "ba46da28552dacf2e76f674bd0180b770c7c76d366f520cb00e3563aba32d324", + "role": "primary" + } + ], + "selection_policy": "latest notice per product identification number within the local snapshot", + "source_row_count": 27485, + "variables": { + "mat_price": { + "key": "item_code", + "records": [ + { + 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지 B (야산지)", + "산 지 C (산악지)" + ], + "rows": [ + [ + "지 형", + "", + "평지 또는 보통 야산으로 교통이 편리한 곳", + "험한 야산지대 및 수목이 우거진 보통 산악지대", + "험한 야산지대 및 수목이 우거진 보통 산악지대로서 교통이 불편한 곳", + "산림이 우거진 험준한 산악지대로서 교통이 극히 불편한 곳" + ], + [ + "지 세", + "", + "평지 또는 보통 야산", + "험한 야산 또는 보통 산악", + "험한 야산 또는 보통 산악", + "험한 산악" + ], + [ + "높 이", + "해 발", + "100m 미만", + "300m 미만", + "300m 미만", + "400m 미만" + ], + [ + "기 준", + "표 고", + "50m 미만", + "150m 미만", + "150m 미만", + "200m 미만" + ], + [ + "통 행 조 건", + "도 로 구 배 통 행", + "대소로(유) 완 만 양 호", + "대소로(유) 완 만 양 호", + "대로(무) 완 급 불 편", + "대소로(무) 극 급 극히불량" + ], + [ + "자 연 환 경", + "지 세 수 목 기 상", + "양 호 소수 또는 소목 보 통", + "불 편 보통 또는 약간울창 불 편", + "불 편 보통 또는 약간울창 불 편", + "불 량 울 창 불 편" + ], + [ + "기 타 조 건", + "교 통 숙 소 통 신 인력동원", + "도로에서 500m 이내 편 리 편 리 편 리", + "도로에서 500m 이내 편 리 편 리 편 리", + "도로에서 1㎞ 이내 불 편 불 편 불 편", + "도로에서 1㎞ 이상 극히 불편 불 가 불 가" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0037", + "section": "1-4-4 지세/지형('23, '25년 보완)시공위치의 형상(산지 등), 환경(교통, 주거 등) 등의 조건에 의해 작업효율에 영향을 받는 공종에 한하여 적용한다.", + "line": 583, + "headers": [ + "구 분", + "할 증", + "", + "적 용 조 건" + ], + "rows": [ + [ + "도로점유 차도공사", + "차 도 A ( 2 차 로 )", + "30%", + "- 교행불가 발생으로 인해 작업에 영향을 받는 경우" + ], + [ + "", + "차 도 B ( 4 차 로 이 하 )", + "25%", + "- 통행제한 또는 저속통행으로 인해 작업에 영향을 받는 경우" + ], + [ + "", + "차 도 C ( 4 차 로 초 과 )", + "20%", + "- 교통량 과다로 인한 차량통행에 영향을 받는 경우" + ], + [ + "주거지 및 상업지공사", + "보행자 및 차량통행", + "15%", + "- 보행자 또는 차량통행으로 인해 작업에 영향을 받는 경우" + ], + [ + "", + "주 거 환 경 영 향", + "", + "- 주변환경 영향으로 인해 작업에 영향을 받는 경우" + ], + [ + "", + "현 장 협 소", + "", + "- 현장내 자재 적치 또는 장비의 설치/운전이 어려운 경우" + ], + [ + "", + "지 하 매 설 물", + "15%", + "- 지하매설물의 간섭으로 인해 작업에 영향을 받는 경우" + ], + [ + "지하/지반 공 사", + "고층/초고층 건축물", + "10%", + "- 장시간 연속타설이 필요한 기초공사 등 - 초대형 장비(대구경 천공기/대형 크레인 등)의 설치/운전이 어려운 경우" + ], + [ + "", + "대 심 도 굴 착 A", + "20%", + "- 대심도 수직구 굴착공사에서 도심지 작업으로 인해 작업에 영향을 받는 경우(자재반입, 버력반출 제약 등) - 수직구 깊이 40m ∼ 60m 이하" + ], + [ + "", + "대 심 도 굴 착 B", + "30%", + "- 대심도 수직구 굴착공사에서 도심지 작업으로 인해 작업에 영향을 받는 경우(자재반입, 버력반출 제약 등) - 수직구 깊이 60m 초과" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0038", + "section": "1-4-5 위험('23년 보완)작업 위치 및 환경에 따른 위험요소의 발생과 위험의 노출로 인해 작업능률의 저하가 예상되는 경우에 적용한다.", + "line": 603, + "headers": [ + "구 분", + "적 용 조 건", + "할 증" + ], + "rows": [ + [ + "비 계 사 용", + "- 10m 미만 - 10m 이상 ~ 20m 미만 - 20m 이상 ~ 30m 미만 - 30m 이상 ~ 40m 미만 - 40m 이상 ~ 50m 미만 - 50m 이상 ~ 60m 미만 - 60m 초과", + "- 5% 8% 12% 16% 20% 10m마다 4%씩 가산" + ], + [ + "고 소 작 업 차 사 용", + "- 10m 미만 - 10m 이상 ~ 20m 미만 - 20m 이상 ~ 30m 미만 - 30m 이상 ~ 40m 미만 - 40m 이상 ~ 50m 미만 - 50m 이상 ~ 60m 미만 - 60m 초과", + "- 4% 6% 8% 10% 12% 10m마다 2%씩 가산" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0039", + "section": "1-4-5 위험('23년 보완)작업 위치 및 환경에 따른 위험요소의 발생과 위험의 노출로 인해 작업능률의 저하가 예상되는 경우에 적용한다.", + "line": 614, + "headers": [ + "구 분", + "적 용 조 건", + "할 증" + ], + "rows": [ + [ + "슬 래 브 ( 도 상 ) 위", + "- 작업자의 추락 위험이 비교적 낮은 작업", + "15%" + ], + [ + "무 도 상 교 량 / 난간 설치 및 철거", + "- 작업자의 추락 위험이 높은 작업", + "30%" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0040", + "section": "1-4-5 위험('23년 보완)작업 위치 및 환경에 따른 위험요소의 발생과 위험의 노출로 인해 작업능률의 저하가 예상되는 경우에 적용한다.", + "line": 623, + "headers": [ + "구 분", + "적 용 조 건", + "할 증" + ], + "rows": [ + [ + "도 로 / 보 행 터 널", + "- 작업자의 대피가 용이한 터널", + "15%" + ], + [ + "철 도 터 널", + "- 작업자의 대피거리가 길고, 별도의 대피공간이 필요한 터널", + "30%" + ], + [ + "비 고", + "- 터널내 사다리작업으로 작업능률이 현저하게 저하될 시는 위 할증율에 10%까지 가산할 수 있다.", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0041", + "section": "1-4-5 위험('23년 보완)작업 위치 및 환경에 따른 위험요소의 발생과 위험의 노출로 인해 작업능률의 저하가 예상되는 경우에 적용한다.", + "line": 633, + "headers": [ + "구 분", + "적 용 조 건", + "할 증" + ], + "rows": [ + [ + "활 선 근 접", + "- 고온·고압기기 접근작업 [참고] AC140㎸급 이상(4m이내), 60㎸급 이상(3m이내), 7㎸급 이상(2m이내), 600V이상(1m이내)", + "30%" + ], + [ + "기 타", + "- 고열·위험물·극독물의 보관실내 작업", + "20%" + ], + [ + "", + "- 정화조, 축전지실, 제방실내 등 유해가스 발생장소", + "10%" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0042", + "section": "1-4-6 작업제한('23, '24, '26년 보완)휴전, 단수, 선로사용중지 등 작업시간 제한 발생 또는 1일 작업물량 미만의 소규모 시공 등 일일 작업시간(8시간) 미만의 시공이 발생하는 경우를 대상으로 한다.", + "line": 643, + "headers": [ + "구 분", + "적 용 조 건", + "할 증" + ], + "rows": [ + [ + "작 업 가 능 시 간", + "2시간 이하 3시간 〃 4시간 〃 5시간 〃 6시간 〃", + "50% 35% 25% 20% 15%" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0043", + "section": "1-4-6 작업제한('23, '24, '26년 보완)휴전, 단수, 선로사용중지 등 작업시간 제한 발생 또는 1일 작업물량 미만의 소규모 시공 등 일일 작업시간(8시간) 미만의 시공이 발생하는 경우를 대상으로 한다.", + "line": 652, + "headers": [ + "구 분", + "적 용 조 건", + "할 증" + ], + "rows": [ + [ + "체 감 온 도 3 3 도 이 상", + "2시간 이상일 경우 작업시 4시간 〃 6시간 〃 8시간 〃", + "5% 10% 15% 20%" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0044", + "section": "1-4-7 작업환경('23년 보완)공사외적 시공환경(작업 시간대, 환경(소음․진동 등), 위치 이동 및 분산 등)변화 또는 특수작업이 발생하는 경우를 대상으로 한다.", + "line": 660, + "headers": [ + "구 분", + "적 용 조 건", + "할 증" + ], + "rows": [ + [ + "야 간", + "- 정상작업시간에 추가하여 야간공사 수행(돌관공사) - 공사성격에 따라 야간작업으로 계획", + "25%" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0045", + "section": "1-5-4 환경관리비('11, '14, '17, '20년 보완)", + "line": 690, + "headers": [ + "구 분", + "", + "", + "폐 콘크리트류", + "폐 금속류", + "폐 보드류", + "폐 목재류", + "폐합성 수지류", + "혼합 폐기물" + ], + "rows": [ + [ + "신축", + "주거 용", + "단 독 주 택 아 파 트", + "0.03200 0.03561", + "- -", + "0.00051 0.00066", + "0.00300 0.00416", + "0.00174 0.00233", + "0.00653 0.00874" + ], + [ + "", + "비주 거용", + "철근콘크리트조 철 골 조 철골철근콘크리트조", + "0.04888 0.02920 0.04087", + "- - -", + "0.00117 0.00117 0.00117", + "0.00141 0.00071 0.00128", + "0.00445 0.00167 0.00167", + "0.00664 0.00353 0.00418" + ], + [ + "해체", + "주거 용", + "단 독 주 택 아 파 트", + "1.3321 1.4770", + "0.0010 0.0655", + "- -", + "0.0968 0.0150", + "0.0263 0.0261", + "0.2030 0.1637" + ], + [ + "", + "비주 거용", + "철근콘크리트조 철 골 조 철골철근콘크리트조", + "1.4028 0.9167 1.5861", + "0.0170 0.0550 0.1220", + "- - -", + "0.0638 0.0194 0.0018", + "0.0215 0.0261 0.0245", + "0.1348 0.1348 0.1452" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0046", + "section": "1-5-6 사용료", + "line": 709, + "headers": [ + "구 분", + "단 위", + "수 량" + ], + "rows": [ + [ + "거 푸 집 씻 기", + "㎥/㎡", + "0.04" + ], + [ + "콘 크 리 트 혼 합 및 양 생", + "㎥/㎥", + "0.27" + ], + [ + "경 량 콘 크 리 트 혼 합 및 양 생", + "㎥/㎥", + "0.24" + ], + [ + "보 통 벽 돌 쌓 기", + "㎥/1,000매", + "0.18" + ], + [ + "돌 쌓 기 모 르 타 르", + "㎥/㎡(표면적)", + "0.06" + ], + [ + "돌 씻 기", + "㎥/㎡(표면적)", + "0.17" + ], + [ + "미 장", + "㎥/㎡(표면적)", + "0.02" + ], + [ + "타 일 붙 임 모 르 타 르", + "㎥/㎡(표면적)", + "0.01" + ], + [ + "타 일 씻 기", + "㎥/㎡(표면적)", + "0.013" + ], + [ + "잡 용 수", + "㎥", + "사용량비의 40∼50%" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제1장_적용기준.md" + }, + { + "table_id": "C0047", + "section": "2-1 가설물의 한도 2-1-1 현장사무소 등의 규모(토목)('02, '22년 보완)", + "line": 8, + "headers": [ + "직 접 노 무 비", + "현 장 사 무 소 (㎡)", + "", + "기자재창고 (㎡)", + "숙 소 (㎡)" + ], + "rows": [ + [ + "", + "감독･감리자", + "수 급 자", + "", + "" + ], + [ + "1.5억 미만", + "40", + "50", + "40", + "60" + ], + [ + "1.5 ∼3억", + "60", + "75", + "50", + "70" + ], + [ + "3 ∼ 9억", + "80", + "100", + "60", + "80" + ], + [ + "9 ∼30억", + "100", + "130", + "80", + "100" + ], + [ + "30 ∼90억", + "150", + "200", + "100", + "180" + ], + [ + "90 ∼150억", + "200", + "300", + "120", + "260" + ], + [ + "150 ∼300억", + "260", + "440", + "130", + "360" + ], + [ + "300 ∼500억", + "280", + "490", + "135", + "400" + ], + [ + "500억 이상", + "300", + "520", + "140", + "420" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0048", + "section": "2-1-2 현장사무소 등의 규모(건축 및 기계설비)('02, '22년 보완)", + "line": 30, + "headers": [ + "직 접 노 무 비", + "현 장 사 무 소 (㎡)", + "", + "기자재창고 (㎡)" + ], + "rows": [ + [ + "", + "감독･감리자", + "수 급 자", + "" + ], + [ + "1.5억 미만", + "30", + "30", + "27" + ], + [ + "1.5 ∼3억", + "40", + "50", + "30" + ], + [ + "3 ∼ 9억", + "50", + "70", + "40" + ], + [ + "9 ∼30억", + "70", + "90", + "50" + ], + [ + "30 ∼90억", + "100", + "140", + "70" + ], + [ + "90 ∼150억", + "140", + "210", + "80" + ], + [ + "150 ∼300억", + "180", + "300", + "90" + ], + [ + "300 ∼500억", + "190", + "330", + "95" + ], + [ + "500억 이상", + "210", + "360", + "100" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0049", + "section": "2-1-2 현장사무소 등의 규모(건축 및 기계설비)('02, '22년 보완)", + "line": 53, + "headers": [ + "시멘트 창고", + "동력소 및 변전소" + ], + "rows": [ + [ + "N A=0.4×(㎡) n A=저장면적 N=저장할 수 있는 시멘트량 n=쌓기 단수(최고 13포대) 시멘트량이 600포대 이내일 때는 전량을 저장할 수 있는 창고를 가설하고, 시멘트량이 600포대 이상일 때는 공기에 따라서 전량의 1/3을 저장할 수 있는 것을 기준으로 한다.", + " A=3.3W A=면적(㎡) W=전력용량(kWH)" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0050", + "section": "2-1-2 현장사무소 등의 규모(건축 및 기계설비)('02, '22년 보완)", + "line": 59, + "headers": [ + "종 별", + "용 도", + "면 적", + "비 고" + ], + "rows": [ + [ + "식 당", + "30인 이상일 때", + "1㎡", + "1인당" + ], + [ + "근 로 자 숙 소", + "", + "4.2㎡", + "1인당" + ], + [ + "휴 게 실", + "기거자 3명당 3㎡", + "1.0㎡", + "1인당" + ], + [ + "화 장 실", + "대변기 : 남자 20명당 1기 여자 15명당 1기 소변기 : 남자 30명당 1기", + "2.2㎡", + "1변기당(대･소변)" + ], + [ + "탈 의 실 ･ 샤 워 장", + "", + "2.0㎡", + "1인당" + ], + [ + "창 고", + "시멘트용", + "1식", + "수급계획에 의한 순환 저장용량비교" + ], + [ + "목 공 작 업 장", + "거푸집용", + "20㎡", + "거푸집 사용량 1,000㎡당" + ], + [ + "철 근 공 작 업 장", + "가공, 보관", + "30∼60㎡", + "사용량 100ton당" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0051", + "section": "2-1-2 현장사무소 등의 규모(건축 및 기계설비)('02, '22년 보완)", + "line": 72, + "headers": [ + "종 별", + "용 도", + "면 적", + "비 고" + ], + "rows": [ + [ + "철 골 공 작 업 장", + "공작도 작성 현장가공 및 재료보관", + "30㎡ 200㎡", + "사용량 100ton당 (필요시) 사용량 100ton" + ], + [ + "미 장 공 작 업 장", + "믹서 및 재료설치", + "7∼15㎡", + "미장면적 330㎡당" + ], + [ + "함 석 공 작 업 장", + "가공 및 재료설치", + "15∼30㎡", + "함석 330㎡당" + ], + [ + "석 공 작 업 장", + "가공 및 공작도 작성", + "70∼100㎡", + "매월 가공량 10㎥당 (필요시)" + ], + [ + "콘 크 리 트", + "주위벽 막을 때", + "0.7㎡", + "골재 1㎥당" + ], + [ + "골 재 적 치 장", + "주위벽 안할 때", + "1.0㎡", + "골재 1㎥당" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0052", + "section": "2-1-2 현장사무소 등의 규모(건축 및 기계설비)('02, '22년 보완)", + "line": 83, + "headers": [ + "구 분", + "자재종류", + "규 격", + "단위", + "수 량", + "쌓기단수" + ], + "rows": [ + [ + "미 장 재 료 창 고 철 물 잡 품 창 고 도 료 창 고", + "석회 함석 못 철선 루핑 합판 텍스 페인트", + "17㎏들이 #28.90㎝×180㎝ 60㎏/통, 직경48㎝ 50㎏/권, #10경 100㎝, 높이 17㎝ 19.8㎡/권, 경 21㎝ 길이 97㎝ 두께 6㎜, 90㎝×180㎝ 두께 12㎜, 90㎝×180㎝ 25㎏ 22㎝×40㎝", + "포 매 통 권 권 매 매 통", + "75∼100 100∼300 4∼8 5∼7 23∼46 50∼100 50∼75 12∼36", + "15∼20 200∼600 1∼2 5∼7 1∼2 100∼200 100∼150 1∼3" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0053", + "section": "2-1-2 현장사무소 등의 규모(건축 및 기계설비)('02, '22년 보완)", + "line": 89, + "headers": [ + "구 분", + "수 량", + "비 고" + ], + "rows": [ + [ + "사 무 소 창 고 작 업 장 ( 일 간 ) 숙 소", + "0.15 0.06 0.10 0.075", + "1. 등당 100W를 기준함. 2. 전등설치에 필요한 재료 및 품은 별도 계상" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0054", + "section": "2-1-2 현장사무소 등의 규모(건축 및 기계설비)('02, '22년 보완)", + "line": 97, + "headers": [ + "대당 소요면적", + "기 준" + ], + "rows": [ + [ + "36㎡", + "- 대당 소요면적은 덤프트럭, 기중기 등 대형 타이어식 건설기계를 기준한 것이며, 기타 주기장에 주기할 필요가 있는 건설기계에 대하여는 실제대당 소요면적의 1.2배 기준으로 한다. - 주기장 면적은 주기장에 주기를 필요로 하는 건설기계대수가 가장 많을 때의 소요면적의 70%로 한다. 단, 공사성질상 주기장이 불필요한 현장에서는 계상하지 아니한다." + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0055", + "section": "2-2-2 주요자재('22, '26년 보완)", + "line": 106, + "headers": [ + "사용기간별 구 분", + "3개월 (%)", + "6개월 (%)", + "1개년 (%)", + "2개년 (%)", + "2개년초과 평균손율 (%)" + ], + "rows": [ + [ + "철 물", + "30", + "45", + "60", + "80", + "85" + ], + [ + "창 호", + "30", + "40", + "60", + "80", + "100" + ], + [ + "흄 관", + "80", + "100", + "100", + "100", + "100" + ], + [ + "강 재 류", + "15", + "30", + "50", + "75", + "85" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0056", + "section": "2-2-3 가설시설물('22년 보완)", + "line": 118, + "headers": [ + "기 간 구 분", + "", + "3개월", + "6개월", + "12개월", + "24개월", + "36개월", + "48개월", + "60개월 이상" + ], + "rows": [ + [ + "손율(%)", + "", + "12", + "16", + "25", + "38", + "53", + "70", + "100" + ], + [ + "부자재율 (%)", + "사무실", + "36", + "28", + "19", + "13", + "11", + "9", + "7" + ], + [ + "", + "창고", + "42", + "32", + "22", + "15", + "12", + "10", + "8" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0057", + "section": "2-2-3 가설시설물('22년 보완)", + "line": 128, + "headers": [ + "구 분", + "규 격", + "단위", + "수 량", + "" + ], + "rows": [ + [ + "", + "", + "", + "사무소", + "창고" + ], + [ + "B A S E C H A N N E L T O P C H A N N E L 외 부 P A N E L ( 벽 ) 〃 ( 창 문 ) 〃 ( 철 재 문 ) 내 부 P A N E L ( 벽 ) 〃 ( 목 재 문 ) P A N E L J O I N T ( A L - B A R ) C A N O P Y ( 출입구채양) 박 공 P A N E L R O O F S H E E T 트 러 스 중 도 리 ( P U R I N ) 천 장 판 T - B A R", + "두께:2.0㎜이상 두께:2.0㎜이상 1,200×2,400㎜ 〃 〃 〃 〃 L=2,400㎜ 600×1,200㎜ 0.5㎜COLORSHEET L=7.2m 두께:2.0이상 미장합판+50㎜ GLASSWOOL", + "m 〃 매 〃 〃 〃 〃 조 매 〃 ㎡ 개 〃 매 m", + "0.44 0.44 0.20 0.12 0.03 0.15 0.05 0.31 0.03 0.02 1.23 0.07 1.52 0.69 1.53", + "0.44 0.44 0.23 0.08 0.04 - - 0.31 0.04 0.02 1.23 0.07 1.52 - -" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0058", + "section": "2-2-3 가설시설물('22년 보완)", + "line": 135, + "headers": [ + "기 간 구 분", + "3개월", + "6개월", + "12개월", + "24개월", + "36개월", + "48개월 이상" + ], + "rows": [ + [ + "손율(%)", + "18", + "23", + "34", + "56", + "78", + "100" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0059", + "section": "2-2-3 가설시설물('22년 보완)", + "line": 141, + "headers": [ + "재 료 사용시간", + "손 율 (%)", + "", + "" + ], + "rows": [ + [ + "", + "전기아연도금강판", + "재생플라스틱방음판", + "스틸방음판" + ], + [ + "3개월", + "29", + "31", + "33" + ], + [ + "6개월", + "33", + "36", + "38" + ], + [ + "12개월", + "43", + "45", + "47" + ], + [ + "24개월", + "62", + "63", + "64" + ], + [ + "36개월", + "81", + "82", + "82" + ], + [ + "48개월", + "100", + "100", + "100" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0060", + "section": "2-2-5 구조물 비계’를 따른다.39제2장 가설공사2-2-4 구조물 동바리('22, '26년 보완)기 간1개월3개월6개월12개월구 분손율(%)471121[주] 강관 동바리, 시스템 동바리, 알루미늄 폼 동바리 등에 적용한다.2-2-5 구조물 비계('22, '26년 보완)", + "line": 153, + "headers": [ + "재 료 공 기", + "손 율", + "", + "", + "" + ], + "rows": [ + [ + "", + "강관, 비계기본틀, 비계장선틀, 가새", + "받침철물 조절받침철물 비계안전발판", + "조 임 철 물 이 음 철 물", + "철물(앵커용)" + ], + [ + "3개월", + "7%", + "9%", + "12%", + "100%" + ], + [ + "6〃", + "11〃", + "15〃", + "20〃", + "100〃" + ], + [ + "12 〃", + "21〃", + "29〃", + "38〃", + "100〃" + ], + [ + "18 〃", + "28〃", + "42〃", + "56〃", + "100〃" + ], + [ + "24 〃", + "37〃", + "56〃", + "74〃", + "100〃" + ], + [ + "30 〃", + "46〃", + "69〃", + "92〃", + "100〃" + ], + [ + "36 〃", + "55〃", + "83〃", + "100〃", + "100〃" + ], + [ + "42 〃", + "64〃", + "96〃", + "100〃", + "100〃" + ], + [ + "48 〃", + "73〃", + "100〃", + "100〃", + "100〃" + ], + [ + "54 〃", + "84〃", + "100〃", + "100〃", + "100〃" + ], + [ + "60 〃", + "91〃", + "100〃", + "100〃", + "100〃" + ], + [ + "66 〃", + "100〃", + "100〃", + "100〃", + "100〃" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0061", + "section": "2-2-6 축중계('09년 신설, '10년 보완)", + "line": 173, + "headers": [ + "기 간 구 분", + "3개월", + "6개월", + "9개월", + "12개월", + "24개월", + "36개월", + "48개월", + "60개월", + "120개월" + ], + "rows": [ + [ + "손율(%)", + "3", + "5", + "8", + "10", + "20", + "30", + "40", + "50", + "100" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0062", + "section": "2-2-7 규준틀('22년 신설)", + "line": 179, + "headers": [ + "구 분", + "목재규준틀", + "철재규준틀" + ], + "rows": [ + [ + "손율(%)", + "100%", + "‘[공통부문] 2-2-2 주요자재’의 철물을 따른다." + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/01_공통부문/제2장_가설공사.md" + }, + { + "table_id": "C0063", + "section": "2-3 가설건축물2-3-1 철제조립식 가설건축물 설치 및 해체('92년 신설, '09, '22년 보완)(바닥면적 ㎡당)", + "line": 185, + "headers": [ + "구 분", + "규 격", + "단 위", + 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부분은 그 크기가 0.5㎡ 이상이거나 폭이 0.3m 이상이면 포함시키지 않는다. 6. 형강재에서 이음을 위한 모서리따기 부분과 구멍은 포함시킨다. 7. 설계중량에 의한 재료 손실량은 6% 이내로 한다." + ], + [ + "앵 커 바", + "ton", + "러그, 스터드 및 다월 등은 포함시키며 연결용 볼트는 포함시키지 않는다. 러그, 스터드 및 다월 등의 예비품수는 설계수량의 3.5%로 한다." + ], + [ + "기타재료 소 요 량", + "", + "(단위 : ton당) 품명 단위 수량 용접봉 ㎏ 26 산소 ㎥ 15.0 LPG가스 ㎏ 10.0 잡품·기타 식 1 [주] ① 산소량은 대기압상태 기준이며, 압축산소는 35℃에서 150기압으로 압축용기에 넣어 사용하는 것을 기준한다 ② 잡품·기타는 용접 재료비의 5% 이내로 한다 ③ 각종 검사시험비(방사선투과시험, 초음파탐상시험 등) 및 시방서에서 특별히 요구하는 재료시험비 등은 별도 계상한다." + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제5장_강구조공사.md" + }, + { + "table_id": "C0896", + "section": "5-1-3 재료비('08, '13, '14, '24년 보완)", + "line": 82, + "headers": [ + "품명", + "단위", + "수량" + ], + "rows": [ + [ + "용접봉", + "㎏", + "26" + ], + [ + "산소", + "㎥", + "15.0" + ], + [ + "LPG가스", + "㎏", + "10.0" + ], + [ + "잡품·기타", + "식", + "1" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제5장_강구조공사.md" + }, + { + "table_id": "C0897", + "section": "5-2 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7+0.3÷1.0+0.4÷1.1) =11.53인" + ], + [ + "2. 편집", + "", + "", + "11.53× 0.27 =3.11인", + "11.53× 0.05 =0.58인", + "11.53× 0.50 =5.76인", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1152", + "section": "9-5-4/2. 수동입력’의 품을 적용한다.", + "line": 2018, + "headers": [ + "구 분", + "상각비", + "유지관리비", + "비 고" + ], + "rows": [ + [ + "컴 퓨 터", + "11.53일", + "11.53일", + "S/W 포함" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1153", + "section": "9-5-4/2. 수동입력’의 품을 적용한다.", + "line": 2025, + "headers": [ + "축척", + "1:500", + "1:1,000", + "1:5,000", + "1:25,000", + "비 고" + ], + "rows": [ + [ + "1 시간당 작업량", + "0.0056", + "0.0191", + "0.0998", + "0.886", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1154", + "section": "9-5-4/2. 수동입력’의 품을 적용한다.", + "line": 2034, + "headers": [ + "지형종류", + "시가지", + 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+ "21.87 ×0.5 =10.93인", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1157", + "section": "9-5-6/1. 지리조사’를 적용하며, 기술자의 현지여비는국토교통부장관이 고시한 측량대가의 기준에 따라 별도 계상한다.[설계예]", + "line": 2062, + "headers": [ + "구 분", + "상각비", + "유지관리비", + "비 고" + ], + "rows": [ + [ + "컴 퓨 터", + "21.87일", + "21.87일", + "S/W포함" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1158", + "section": "9-5-6/1. 지리조사’를 적용하며, 기술자의 현지여비는국토교통부장관이 고시한 측량대가의 기준에 따라 별도 계상한다.[설계예]", + "line": 2074, + "headers": [ + "구 분", + "고급 기술자", + "초급 기술자", + "정보처리 기사", + "중급기능사 (지도제작)", + "비 고" + ], + "rows": [ + [ + "1. 작업 및 품질관리", + "7.96 ×0.2 =1.59인", + "", + "", + "", + "6.1㎢÷(0.0998㎢×8시간)× (0.1/0.71+0.2/0.78 +0.3/1.0+0.4/1.16) =7.96인" + ], + [ + "2. 도면제작 편집", + "", + "7.96 ×0.25 =1.99인", + "7.96 ×0.05 =0.40인", + "7.96 ×0.5 =3.98인", + "" + ] + ], + "source_file": 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계상한다.", + "line": 2146, + "headers": [ + "축척", + "1:5,000", + "비고" + ], + "rows": [ + [ + "1 시 간 당 작 업 량", + "1.27", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1167", + "section": "9-5-4/2. 수동입력’의 품을 적용한다.", + "line": 2156, + "headers": [ + "지형종류", + "시가지", + "교외지", + "농경지", + "구릉지", + "산악지", + "비고" + ], + "rows": [ + [ + "계수", + "1.16", + "1.11", + "1.00", + "1.00", + "0.80", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1168", + "section": "9-5-4/5./가. 1:1 편집’을 적용한다.", + "line": 2168, + "headers": [ + "구 분", + "고급 기술자", + "초급 기술자", + "정보처리 기사", + "중급기능사 (지도제작)", + "비 고" + ], + "rows": [ + [ + "1. 작업 및 품질관리", + "0.63 ×0.20 =0.12인", + "", + "", + "", + "6.1㎢/(1.27㎢/시간×8시간)×(0 .4×1.16+0.25×1.11+0.15×1. 0+0.2×0.8 =0.63인" + ], + [ + "2. 자동지도 제작", + "", + "0.63 ×0.25 =0.16인", + "0.63 ×0.05 =0.03인", + "0.63 ×0.50 =0.31인", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1169", + "section": "9-5-4/5./가. 1:1 편집’을 적용한다.", + "line": 2175, + "headers": [ + "구 분", + "상각비", + "유지관리비", + "비 고" + ], + "rows": [ + [ + "컴 퓨 터", + "0.63일", + "0.63일", + "S/W포함" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1170", + "section": "9-5-4/2. 수동입력’의 품을 적용한다.", + "line": 2188, + "headers": [ + "지형종류", + "시가지", + "교외지", + "농경지", + "구릉지", + "산악지", + "비고" + ], + "rows": [ + [ + "계수", + "0.3", + "0.6", + "1.0", + "1.5", + "6.0", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1171", + "section": "9-5-4/2. 수동입력’의 품을 적용한다.", + "line": 2194, + "headers": [ + "구분", + "고급기술자", + "중급기술자", + "중급기능사 (지도제작)", + "계" + ], + "rows": [ + [ + "참여비율(%)", + "10", + "60", + "30", + "100" + ] + ], + "source_file": 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+ "2", + "8", + "16", + "10", + "9", + "" + ], + [ + "교 통 ( 도 로 )", + "2", + "6", + "11", + "9", + "7", + "" + ], + [ + "수 자 원 ( 하 천 )", + "1", + "3", + "6", + "6", + "6", + "" + ], + [ + "교 통 ( 철 도 )", + "1", + "1", + "1", + "1", + "1", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1255", + "section": "9-5-4/6. 구조화편집’을 적용한다.", + "line": 3062, + "headers": [ + "항 목", + "투입인원", + "", + "", + "", + "", + "" + ], + "rows": [ + [ + "", + "특급", + "고급", + "중급", + "초급", + "중급기능사", + "초급기능사" + ], + [ + "", + "기술자", + "기술자", + "기술자", + "기술자", + "(지도)", + "(측량)" + ], + [ + "현 지 측 량", + "0.04", + "", + "0.10", + "", + "", + "0.10" + ], + [ + "현 지 조 사", + "", + "", + "0.02", + "0.02", + "0.03", + "" + ], + [ + "D B 입력･편집", + "0.01", + "0.03", + "0.01", + "0.06", + "0.04", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1256", + "section": "9-5-8 상각비산정’을 적용㉯ 현지조사 및 DB입력･편집의 기계비 및 재료비 산정은 ‘[토목부문] 9-5-4/2. 수동입력’을 적용", + "line": 3075, + "headers": [ + "작 업 량", + "10㎞이상 ∼ 100㎞미만", + "100㎞이상 ∼ 500㎞미만", + "500㎞이상 ∼ 1,000㎞미만", + "1,000㎞이상", + "비 고" + ], + "rows": [ + [ + "증감계수", + "1.0", + "0.95", + "0.90", + "0.85", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1257", + "section": "9-5-8 상각비산정’을 적용㉯ 현지조사 및 DB입력･편집의 기계비 및 재료비 산정은 ‘[토목부문] 9-5-4/2. 수동입력’을 적용", + "line": 3081, + "headers": [ + "측량지역수", + "1개 이상 ∼ 4개 미만", + "4개 이상 ∼ 7개 미만", + "7개 이상", + "비 고" + ], + "rows": [ + [ + "증감계수", + "1.0", + "1.1", + "1.2", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1258", + "section": "9-5-8 상각비산정’을 적용㉯ 현지조사 및 DB입력･편집의 기계비 및 재료비 산정은 ‘[토목부문] 9-5-4/2. 수동입력’을 적용", + "line": 3089, + "headers": [ + "항 목", + "특급 기술자", + "고급 기술자", + "중급 기술자", + "초급 기술자", + "중급기능사 (지도)", + "초급기능사 (측량)", + "비고" + ], + "rows": [ + [ + "현 지 측 량", + "37.4", + "", + "93.5", + "", + "", + "93.5", + "" + ], + [ + "현 지 조 사", + "", + "", + "18.7", + "18.7", + "28.05", + "", + "" + ], + [ + "DB입력･편집", + "10", + "30", + "10", + "60", + "40", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1259", + "section": "9-5-5 건물 및 지상물체 항공사진 ｢판독작업｣", + "line": 3097, + "headers": [ + "작업지구분 구 분", + "시가지(갑)", + "시가지(을)", + "교외지", + "촌락지", + "무가옥지" + ], + "rows": [ + [ + "중급기능사(지도제작)", + "4인", + "2.7인", + "1.5인", + "0.5인", + "0.2인" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1260", + "section": "9-5-6 지도제작(기본도)", + "line": 3116, + "headers": [ + "작 업 구 분", + "중급기술자", + "초급기술자", + "중급기능사 (지도제작)", + "초급기능사 (지도제작)" + ], + "rows": [ + [ + "신 규 제 작", + "13", + "12", + "8", + "4" + ], + [ + "수 정 제 작", + "9", + "8", + "8", + "4" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1261", + "section": "9-5-6 지도제작(기본도)", + "line": 3128, + "headers": [ + "축 척", + "1:25,000", + "1:10,000", + "1:5,000" + ], + "rows": [ + [ + "계수", + "1", + "0.37", + "0.22" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1262", + "section": "9-5-6 지도제작(기본도)", + "line": 3134, + "headers": [ + "구 분", + "시가지", + "교외지", + "농경지", + "구릉지", + "산악지" + ], + "rows": [ + [ + "계 수", + "1.50", + "1.30", + "1.00", + "0.90", + "0.85" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/02_토목부문/제9장_측량.md" + }, + { + "table_id": "C1263", + "section": "9-5-6 지도제작(기본도)", + "line": 3141, + "headers": [ + "구 분 작업별", + "중급기술자", + "초급기술자", + "중급기능사(지도제작)" + ], + "rows": [ + [ + "신 규 제 작", + "4", + "3", + "3" + ], + [ + "수 정 제 작", + "3", + "2", + "2" + ] + ], + "source_file": 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3.6m마다 시공량(시공높이 3.6m초과 ~7.2m이하)의 3%를 감한다. - 지게차를 사용하는 경우 보통인부 1인을 제외하고, 지게차 2.5hr을 반영한다.", + "", + "", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/03_건축부문/제2장_조적공사.md" + }, + { + "table_id": "C1451", + "section": "9-1-1 모르타르 배합’을 따른다.", + "line": 42, + "headers": [ + "구 분", + "", + "단 위", + "수 량 (벽두께)", + "", + "" + ], + "rows": [ + [ + "", + "", + "", + "0.5B", + "1.0B", + "1.5B" + ], + [ + "벽돌(19×9×5.7㎝)", + "", + "매", + "75", + "149", + "224" + ], + [ + "모르타르", + "쌓기", + "㎥", + "0.019", + "0.049", + "0.078" + ], + [ + "", + "치장줄눈", + "㎥", + "0.003", + "0.003", + "0.003" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/03_건축부문/제2장_조적공사.md" + }, + { + "table_id": "C1452", + "section": "2-1-3 아치쌓기('13년 보완)(1,000매당)", + "line": 51, + "headers": [ + "구 분", + "단 위", + "수 량 (벽두께)", + "" + ], + "rows": [ + [ + "", + "", + "1.0B", + "1.5B" + ], + [ + "조 적 공", + "인", + "4.5", + "3.6" + ], + [ + "보 통 인 부", + "인", + "2.2", + 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390x190x100", + "18 22 26", + "17 21 25" + ], + [ + "시 공 높 이 3 . 6 m 초과 ~7.2m이하", + "조 적 공 보 통 인 부", + "인 인", + "3 2", + "390x190x190 390x190x150 390x190x100", + "17 20 24", + "16 19 23" + ], + [ + "비 고", + "- 블록 매장마다(간격 400mm) 사춤을 하는 경우 시공량의 5%를 감한다. - 비계사용 시 높이 7.2m초과하는 경우 3.6m마다 시공량(시공높이 3.6m초과 ~7.2m이하)의 3%를 감한다. - 지게차를 사용하는 경우 보통인부 1인을 제외하고, 지게차 2.5hr을 반영한다.", + "", + "", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/03_건축부문/제2장_조적공사.md" + }, + { + "table_id": "C1459", + "section": "2-1-5 인방보 설치’를 따른다.", + "line": 128, + "headers": [ + "구 분", + "단 위", + "수 량 (블록규격)", + "", + "" + ], + "rows": [ + [ + "", + "", + "390×190×190mm", + "390×190×150mm", + "390×190×100mm" + ], + [ + "모르타르", + "㎥", + "0.027", + "0.019", + "0.012" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/03_건축부문/제2장_조적공사.md" + }, + { + "table_id": "C1460", + "section": "2-3 ALC2-3-1 ALC블록 쌓기('13, '19, '25년 보완)(일당)", + "line": 135, + "headers": [ + "구 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'20년 보완)(㎡당)", + "line": 30, + "headers": [ + "구 분", + "떠붙이기", + "압착붙이기" + ], + "rows": [ + [ + "줄눈 모르타르량(㎥)", + "0.005", + "0.001" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/03_건축부문/제3장_타일공사.md" + }, + { + "table_id": "C1465", + "section": "3-2 타일 붙임3-2-1 떠붙이기('07, '13, '16, '20, '25년 보완)(일당)", + "line": 36, + "headers": [ + "구 분", + "단 위", + "수 량", + "타일규격(㎡)", + "시공량(㎡)" + ], + "rows": [ + [ + "타 일 공 보 통 인 부", + "인 인", + "2 1", + "0.04~0.10이하 0.11~0.20이하 0.21~0.40이하", + "13 15 16" + ], + [ + "비 고", + "- 특수타일(유도타일, 축광타일, 문양을 내기위해 비규칙적으로 절단하여 시공되는 이형타일 등) 붙임은 시공량의 26~33%를 감한다.", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/03_건축부문/제3장_타일공사.md" + }, + { + "table_id": "C1466", + "section": "9-1-1 모르타르 배합’을 따른다.", + "line": 49, + "headers": [ + "구분(바름두께)", + "붙임 모르타르(벽체,㎥)" + ], + "rows": [ + [ + "12㎜", + "0.014" + ], + [ + "15㎜", + "0.017" + ], + [ + "18㎜", + "0.020" + ], + [ + "24㎜", + "0.026" + ] + ], + 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"rows": [ + [ + "ø 25", + "0.081", + "0.019" + ], + [ + "32", + "0.094", + "0.022" + ], + [ + "40", + "0.108", + "0.025" + ], + [ + "50", + "0.141", + "0.033" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제11장_가스설비공사.md" + }, + { + "table_id": "C1623", + "section": "11-2 PE관11-2-1 버트 융착식 접합 및 부설('15년 보완)(개소당)", + "line": 52, + "headers": [ + "관 경(㎜)", + "배 관 공(인)", + "보통인부(인)" + ], + "rows": [ + [ + "63", + "0.184", + "0.043" + ], + [ + "75", + "0.210", + "0.049" + ], + [ + "90", + "0.244", + "0.057" + ], + [ + "110", + "0.288", + "0.067" + ], + [ + "125", + "0.322", + "0.075" + ], + [ + "140", + "0.355", + "0.083" + ], + [ + "160", + "0.400", + "0.094" + ], + [ + "180", + "0.444", + "0.104" + ], + [ + "200", + "0.489", + "0.114" + ], + [ + "225", + "0.545", + "0.127" + ], + [ + "250", + "0.601", + "0.140" + ], + [ + "280", + "0.667", + "0.156" + ], + [ + "315", + "0.745", + "0.174" + ], + [ + "355", + "0.835", + "0.195" + ], + [ + "400", + "0.935", + 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"table_id": "C1625", + "section": "11-3-2 밸브 설치('15년 보완)(개당)", + "line": 98, + "headers": [ + "명칭 구경", + "배관공", + "보통인부", + "명칭 구경", + "배관공", + "보통인부" + ], + "rows": [ + [ + "ø15∼25", + "0.197", + "0.064", + "ø150", + "0.754", + "0.244" + ], + [ + "32∼50", + "0.308", + "0.100", + "200", + "0.976", + "0.316" + ], + [ + "65", + "0.375", + "0.121", + "250", + "1.199", + "0.389" + ], + [ + "80", + "0.442", + "0.143", + "300", + "1.422", + "0.461" + ], + [ + "100", + "0.531", + "0.172", + "350", + "1.645", + "0.533" + ], + [ + "125", + "0.642", + "0.208", + "400", + "1.868", + "0.605" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제11장_가스설비공사.md" + }, + { + "table_id": "C1626", + "section": "11-3-3 직독식 가스미터 설치('15년 보완)(개소당)", + "line": 111, + "headers": [ + "구 분", + "단 위", + "ø15㎜", + "ø20 ∼ 25㎜" + ], + "rows": [ + [ + "배 관 공", + "인", + "0.209", + "0.250" + ], + [ + "보 통 인 부", + "인", + "0.052", + "0.063" + ] + ], + "source_file": 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본 품의 65%를 적용하고 계기설치는 별도 계상한다. - 완제품인 경우 계기반에 취부된 계기의 시험조정시는 ‘[기계설비부문] 12-1-2 플랜트 계기 설치’품의 25%를 가산한다.", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제11장_가스설비공사.md" + }, + { + "table_id": "C1630", + "section": "12-1-2 플랜트 계기 설치(단위당)", + "line": 166, + "headers": [ + "명 칭", + "규 격", + "단위", + "계장공", + "비 고" + ], + "rows": [ + [ + "파 이 프 스 텐 션", + "28×1,200∼1,600", + "본", + "0.37", + "기초별도" + ], + [ + "계 기", + "일반각종", + "대", + "0.3", + "" + ], + [ + "발 신 기", + "DPT, PT, TT, LT, FT", + "〃", + "0.27", + "" + ], + [ + "수 신 기", + "일반각종", + "대", + "0.22", + "" + ], + [ + "A i r S e t", + "", + "대", + "0.22", + "" + ], + [ + "변 환 기", + "J/P, A/D, P/P, MV/I", + "대", + "0.25", + "" + ], + [ + "수 동 조 작 기", + "", + "대", + "0.2", + "" + ], + [ + "비 율 설 정 기", + "", + "대", + "0.2", + "" + ], + [ + "기 록 계", + "", + "대", + "0.75", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제11장_가스설비공사.md" + }, + { + "table_id": "C1631", + "section": "기계설비부문 제12장 자동제어설비공사", + "line": 8, + "headers": [ + "명 칭", + "규 격", + "단위", + "계장공", + "비 고" + ], + "rows": [ + [ + "현 장 지 시 계", + "LG LPG, VG PG TG", + "대 〃 〃 〃", + "0.75 0.4 0.22 0.15", + "" + ], + [ + "후 로 드 식 액 면 계", + "", + "대", + "1.8", + "" + ], + [ + "측 온 계", + "", + "대", + "0.15", + "" + ], + [ + "분 석 계", + "적외선식, 자기식", + "대", + "12.0", + "" + ], + [ + "M o n o M e t e r", + "", + "Set", + "0.3", + "" + ], + [ + "T h e r m o c o u p l e", + "", + "대", + "0.37", + "" + ], + [ + "D i s p r e s s o r", + "외통식", + "대", + "3.0", + "" + ], + [ + "스 위 치", + "일반각종", + "대", + "0.22", + "" + ], + [ + "전 자 V a l v e", + "소형 대형", + "대 〃", + "0.1 0.3", + "2방변 3방변 4방변" + ], + [ + "강 압 V a l v e", + "소형 대형", + "대 〃", + "0.1 0.3", + "단체용 대용량용" + ], + [ + "여 과 기", + "소형 대형", + "대 〃", + "0.1 0.3", + "단체용 대용량용" + ], + [ + "조 절 V a l v e", + "1B 2B 3B 4B", + "대 〃 〃 〃", + "0.8 1.0 1.2 1.5", + "" + ], + [ + "B u t t e r f l y V a l v e", + "200ø 300ø 400ø 500ø", + "대 〃 〃 〃", + "1.2 2.5 3.7 5.0", + "" + ], + [ + "O r i f i c e", + "200ø 이하 201ø∼500ø 501ø이상", + "대 〃 〃", + "0.5 0.7 1.0", + "" + ], + [ + "출 력 G a u g e", + "공기식", + "대", + "0.22", + "" + ], + [ + "C y l i n d e r V a l v e", + "", + "대", + "4.5", + "" + ], + [ + "탈 습 장 치", + "", + "대", + "22.5", + "after-cooler, separator 포함" + ], + [ + "탁 도 검 출 기", + "", + "대", + "0.4", + "" + ], + [ + "P - H m e t e r 검출기", + "", + "대", + "0.4", + "" + ], + [ + "X - R a y 발 생 장 치", + "", + "Set", + "15", + "" + ], + [ + "α - R a y 발 생 장 치", + "", + "Set", + "15", + "" + ], + [ + "P o w e r P a c k", + "", + "Set", + "3", + "" + ], + [ + "현 장 조 절 계", + "일반각종", + "대", + "0.75", + "" + ], + [ + "중 성 자 발 생 장 치", + "〃", + "〃", + "15", + "" + ], + [ + "F L A M E D E T E C T O R", + "", + "Set", + "0.25", + "" + ], + [ + "비고", + "- 방폭공사시는 본 품의 20%를 가산한다. - Loop 시험시는 본 품의 25%를 가산한다.", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제12장_자동제어설비공사.md" + }, 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"1.90" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제12장_자동제어설비공사.md" + }, + { + "table_id": "C1633", + "section": "12-2-2 계량기 설치", + "line": 60, + "headers": [ + "명 칭", + "규 격", + "단 위", + "계장공", + "보통인부" + ], + "rows": [ + [ + "H o p p e r S c a l e", + "대(30Ton이상) 중(15∼29Ton) 소(14Ton이하)", + "대 〃 〃", + "10.8 9.0 7.2", + "7.2 6.0 4.8" + ], + [ + "C o n v e y o r S c a l e", + "대(500T/H 이상) 중(100∼400Ton) 소(90Ton이하)", + "대 〃 〃", + "12.0 9.0 7.2", + "8.0 6.0 4.8" + ], + [ + "대 형 개 량 장 치", + "대(50Ton이상) 중(10∼40Ton) 소(9Ton이하)", + "대 〃 〃", + "15.0 10.8 7.2", + "10.0 7.2 4.8" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제12장_자동제어설비공사.md" + }, + { + "table_id": "C1634", + "section": "12-2-3 도압배관", + "line": 73, + "headers": [ + "명 칭", + "규 격", + "단위", + "계장공", + "배관공", + "보통인부", + "비고" + ], + "rows": [ + [ + "유 량 ( 액 면 ) 계 배 관 압 력 계 배 관 V a l v e 조 립 D R A I N P O T S E A L P O T CONDENSER POT 3 - W A Y V A L V E S T E A M T R A P", + "SGP STPG 38 (SCH40)1/2B SGP STPG38 SCH40)1/2B 용접 1/2B 〃 〃 〃 〃", + "m 〃 개 〃 〃 〃 〃 〃", + "0.1 0.1 0.1", + "0.1 0.15 0.1 0.1 0.1 0.2 0.1", + "0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.1", + "SCH 80은 10%가산 SUS27은 30%가산" + ], + [ + "비 고", + "- Loop 시험(LEAK TEST 포함)은 20%를 가산한다. - 화기사용 금지구역은 본 품의 1.5배를 가산한다.", + "", + "", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제12장_자동제어설비공사.md" + }, + { + "table_id": "C1635", + "section": "12-2-4 Control Air 배관(m당)", + "line": 82, + "headers": [ + "명 칭", + "규 격", + "Screw형", + "용접" + ], + "rows": [ + [ + "", + "", + "계 장 공", + "계 장 공" + ], + [ + "S G P 및 S T P G 3 8 ( S C H 4 0 )", + "1/2 B 3/4B 1B 1 1/2B 2B", + "0.18 0.21 0.24 0.36 0.48", + "0.21 0.26 0.29 0.43 0.58" + ], + [ + "V a l v e ( 개 당 )", + "각종", + "0.15", + "0.20" + ], + [ + "비 고", + "- 화기사용 금지구역은 1.5배 가산한다. - Flange 접속, 고압 및 특수강관은 20% 가산한다. - Stainless관은 30% 가산한다. - Loop 시험은 25%를 가산한다.", + "", + "" + ] + ], + "source_file": 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+ "10" + ], + [ + "650", + "0.393", + "0.591", + "3.460", + "3.740", + "0.095", + "0.095", + "1.350", + "1.350", + "1", + "20.400", + "2.587", + "10" + ], + [ + "750", + "0.444", + "0.666", + "3.820", + "4.130", + "0.125", + "0.125", + "1.480", + "1.480", + "1", + "23.000", + "2.910", + "10" + ], + [ + "비 고", + "- Prefabricated Sheet로 Lagging할 때는 본 품에 50%를 가산한다. 2매이상 겹쳐 보온하는 경우에는 전체 두께를 1회 보온하는 품에 50%를 가산한다. - 컬러강판, 아연도강판, 스테인리스 강판, 알루미늄판 등 원자재 (Rawmaterial)로 시공할 때는 본 품에 100%를 가산한다. 2매이상 겹쳐 보온하는 경우에는 전체 두께를 1회 보온하는 품의 100%를 가산한다.", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1707", + "section": "13-3 배관 및 기기보온13-3-1 pipe보온('04년 보완)", + "line": 1210, + "headers": [ + "Pipe Size mm", + "관(m당)", + "", + "Fitting(개당)", + "", + "Hanger(개당)", + "", + "Valve및Flange(개당)", + "", + "직 관 의 물 량", + "", + "", + "" + ], + "rows": [ + [ + "", + "보온공", + "특별인부", + "보온공", + "특별인부", + "보온공", + "특별인부", + "보온공", + "특별인부", + "성형물(m)", + "철선(m)", + "Lagging Sheet(㎡)", + "Sheet Metal Screw(개)" + ], + [ + "φ 50이하", + "0.114", + "0.171", + "0.097", + "0.102", + "0.029", + "0.029", + "0.510", + "0.510", + "1", + "5.740", + "0.741", + "10" + ], + [ + "65", + "0.134", + "0.196", + "0.119", + "0.129", + "0.032", + "0.032", + "0.574", + "0.574", + "1", + "6.450", + "0.829", + "10" + ], + [ + "80", + "0.151", + "0.227", + "0.162", + "0.176", + "0.036", + "0.036", + "0.633", + "0.633", + "1", + "6.760", + "0.869", + "10" + ], + [ + "90", + "0.158", + "0.238", + "0.196", + "0.212", + "0.039", + "0.039", + "0.644", + "0.644", + "1", + "7.060", + "0.906", + "10" + ], + [ + "100", + "0.166", + "0.248", + "0.234", + "0.254", + "0.042", + "0.042", + "0.680", + "0.680", + "1", + "7.400", + "0.948", + "10" + ], + [ + "125", + "0.173", + "0.260", + "0.313", + "0.339", + "0.045", + "0.045", + "0.700", + "0.700", + "1", + "8.030", + "1.023", + "10" + ], + [ + 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"500", + "0.357", + "0.536", + "2.870", + "3.110", + "0.102", + "0.102", + "1.440", + "1.440", + "1", + "17.300", + "2.197", + "10" + ], + [ + "600", + "0.431", + "0.665", + "3.655", + "3.965", + "0.108", + "0.108", + "1.520", + "1.520", + "1", + "19.900", + "2.5232", + "10" + ], + [ + "650", + "0.448", + "0.672", + "3.890", + "4.230", + "0.135", + "0.135", + "1.600", + "1.600", + "1", + "21.190", + "2.682", + "10" + ], + [ + "750", + "0.476", + "0.714", + "4.140", + "4.480", + "0.170", + "0.170", + "1.720", + "1.720", + "1", + "23.700", + "3.005", + "10" + ], + [ + "비 고", + "- Prefabricated Sheet로 Lagging할 때는 본 품에 50%를 가산한다. 2매이상 겹쳐 보온하는 경우에는 전체 두께를 1회 보온하는 품에 50%를 가산한다. - 컬러강판, 아연도강판, 스테인리스 강판, 알루미늄판 등 원자재 (Rawmaterial)로 시공할 때는 본 품에 100%를 가산한다. 2매이상 겹쳐 보온하는 경우에는 전체 두께를 1회 보온하는 품의 100%를 가산한다.", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1708", + "section": "13-3 배관 및 기기보온13-3-1 pipe보온('04년 보완)", + "line": 1246, + "headers": [ + "ipe Size(㎜)", + "C", + "K" + ], + "rows": [ + [ + "ø50이하", + "102", + "1.13" + ], + [ + "65 80 90 100 125 150", + "92 90 90 95 99 107", + "1.17" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1709", + "section": "13-3 배관 및 기기보온13-3-1 pipe보온('04년 보완)", + "line": 1253, + "headers": [ + "ipe Size(㎜)", + "C", + "K" + ], + "rows": [ + [ + "200 250 300", + "104 110 112", + "1.21" + ], + [ + "350 400 450 500 600 650 700", + "106 109 111 107 109 113 114", + "1.28" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1710", + "section": "13-3-2 기기보온", + "line": 1262, + "headers": [ + "구분 직종 두께(㎜)", + "Attachment 취부", + "보온재취부", + "Lagging", + "소운반", + "계" + ], + "rows": [ + [ + "", + "용접공", + "보온공", + "함석공", + "특별인부", + "" + ], + [ + "60이하", + "0.01", + "0.104", + "0.173", + "0.02", + "0.307" + ], + [ + "50+60", + "0.01", + "0.208", + "0.173", + "0.03", + "0.421" + ], + [ + "50+75", + "0.01", + "0.229", + "0.173", + "0.035", + "0.447" + ], + [ + "75+75", + "0.01", + "0.266", + "0.173", + "0.04", + "0.489" + ], + [ + "100+100", + "0.01", + "0.397", + "0.173", + "0.05", + "0.630" + ], + [ + "240", + "0.01", + "0.453", + "0.173", + "0.06", + "0.696" + ], + [ + "300", + "0.01", + "0.567", + "0.173", + "0.07", + "0.820" + ], + [ + "350", + "0.01", + "0.652", + "0.173", + "0.072", + "0.907" + ], + [ + "비고", + "- 본 보온품은 Blanket을 사용하는 품이므로 Block을 사용할 때에는 본 품에 40% 가산한다. - 일반기기 보온은 Duct 보온품에 100% 가산한다. - 원자재(Raw Material)로 Lagging Sheet를 제작하여 시공할 때에는 본 품의 함석공과 특별인부품의 50% 가산한다. - 보일러 본체 보온중 Lagging Sheet를 사용하지 않는 경우 함석공 0.173인 특별인부 0.008인을 감한다. - 본 품은 보온 기본사양{모재+Pin용접+보온+Lagging Sheet (Pipe연결)}을 기준한 것이므로 마감작업(Seal Gasket취부, Hard Cement 충전) 필요시는 특별인부 품의 50%를 가산한다. - 3겹이상 보온작업시는 보온공 품을 0.04인씩 가산한다.", + "", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1711", + "section": "13-3-2 기기보온", + "line": 1280, + "headers": [ + "구분 직종 두께(㎜)", + "Attachment 취부", + "보온재취부", + "Lagging", + "소운반", + "계" + ], + "rows": [ + [ + "", + "용접공", + "보온공", + "함석공", + "특별인부", + "" + ], + [ + "35이하", + "0.007", + "0.104", + "0.116", + "0.012", + "0.239" + ], + [ + "60", + "0.007", + "0.104", + "0.116", + "0.020", + "0.247" + ], + [ + "50+60", + "0.007", + "0.208", + "0.116", + "0.030", + "0.361" + ], + [ + "40+75", + "0.007", + "0.215", + "0.116", + "0.031", + "0.369" + ], + [ + "70+70", + "0.007", + "0.216", + "0.116", + "0.033", + "0.372" + ], + [ + "75+75", + "0.007", + "0.266", + "0.116", + "0.034", + "0.423" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1712", + "section": "13-4 강재 제작 설치13-4-1 보통 철골재", + "line": 1294, + "headers": [ + "건 물 종 별", + "", + "철골무게 (ton)" 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"250" + ], + [ + "송 곳 뚫 기", + "9", + "21", + "1~2", + "100" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1715", + "section": "76413-4-2 철골 가공조립('18년 보완)", + "line": 1331, + "headers": [ + "구 분", + "단위", + "수 량", + "", + "", + "", + "", + "" + ], + "rows": [ + [ + "", + "", + "ø16이하", + "ø20이하", + "ø24이하", + "ø28이하", + "ø32이하", + "ø40이하" + ], + [ + "철 골 공", + "인", + "0.05", + "0.08", + "0.12", + "0.16", + "0.20", + "0.23" + ], + [ + "특 별 인 부", + "인", + "0.02", + "0.03", + "0.05", + "0.06", + "0.07", + "0.09" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1716", + "section": "13-4-3 STORAGE TANK", + "line": 1347, + "headers": [ + "직종 철판규격", + "일반기계운전사 (윈치운전)", + "플랜트 제관공", + "특별인부", + "계" + ], + "rows": [ + [ + "8t×5ft×20ft이하", + "0.087", + "0.328", + "0.131", + "0.546" + ], + [ + "12×5×20〃", + "0.177", + "0.477", + "0.191", + "0.795" + ], + [ + "16×5×20〃", + "0.211", + "0.790", + "0.315", + "1.316" + ], + [ + "20×5×20〃", + "0.252", + "0.972", + "0.378", + "1.602" + ], + [ + "24×5×20〃", + "0.307", + "1.184", + "0.461", + "1.952" + ], + [ + "28×5×20〃", + "0.361", + "1.392", + "0.542", + "2.295" + ], + [ + "32×5×20〃", + "0.415", + "1.602", + "0.624", + "2.641" + ], + [ + "36×5×20〃", + "0.470", + "1.813", + "0.706", + "2.989" + ], + [ + "40×5×20〃", + "0.524", + "2.023", + "0.787", + "3.334" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1717", + "section": "13-4-3 STORAGE TANK", + "line": 1364, + "headers": [ + "직 종", + "비계공", + "건설기계운전(조/대)", + "특별인부", + "계" + ], + "rows": [ + [ + "공 량", + "0.073", + "0.037", + "0.073", + "0.183" + ], + [ + "비 고", + "- 스테인리스 등 특수재질의 제작인 경우는 40∼50%를 가산한다.", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1718", + "section": "13-4-3 STORAGE TANK", + "line": 1375, + "headers": [ + "용량(㎥)", + "50", + "100", + "300", + "500", + "1,500", + "3,000", + "5,000", + "10,000", + "10,000" + ], + "rows": [ + [ + "직종별", + "이하", + "이하", + "이하", + "이하", + "이하", + "이하", + "이하", + "이하", + "이상" + ], + [ + "건 설 기 계 운 전 공", + "1.922", + "1.576", + "1.476", + "1.321", + "1.093", + "0.911", + "0.856", + "0.799", + "0.702" + ], + [ + "비 계 공", + "0.928", + "0.759", + "0.711", + "0.637", + "0.527", + "0.439", + "0.399", + "0.378", + "0.357" + ], + [ + "특 별 인 부", + "8.475", + "6.908", + "6.469", + "5.790", + "4.792", + "3.993", + "2.499", + "2.163", + "2.163" + ], + [ + "( 플 랜 트 제 관 공 )", + "3.522", + "2.889", + "2.705", + "2.422", + "2.004", + "1.670", + "1.447", + "1.040", + "0.983" + ], + [ + "( 플 랜 트 용 접 공 )", + "3.081", + "2.519", + "2.359", + "2.111", + "1.747", + "1.456", + "1.456", + "1.899", + "2.041" + ], + [ + "인 력 운 반 공", + "0.160", + "0.131", + "0.123", + "0.110", + "0.091", + "0.076", + "0.076", + "0.076", + "0.076" + ], + [ + "보 통 인 부", + "4.950", + "4.048", + "3.791", + "3.393", + "2.808", + "2.340", + "2.010", + "1.860", + "1.720" + ], + [ + "배 관 공", + "0.145", + "0.119", + "0.118", + "0.100", + "0.083", + "0.069", + "0.047", + "0.029", + "0.025" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1719", + "section": "13-4-3 STORAGE TANK", + "line": 1398, + "headers": [ + "품 명", + "규 격", + "단위", + "용 량 별", + "", + "", + "" + ], + "rows": [ + [ + "", + "", + "", + "3,000", + "5,000", + "7,000", + "10,000(㎥)" + ], + [ + "S t e e l p l a t e p i p e 〃 C h a n n e l A n g l e 전 기 용 접 봉 〃 〃 모 래 화 목 광 명 단 페 인 트 보 일 유 산 소 아 세 틸 렌 시 너", + "4.5t×4'×8' 6t×5'×20' 16t×5'×20' 14t×5'×20' 12t×5'×20' 10t×5'×20' 8t×5'×20' 11t×5'×20' 9t×5'×20' 7t×5'×20' ø12〃 ø10〃 125×65×6 200×90×5 75×75×9 ø4×440 ø3.2×350 ø2.5×330 외부(1회) 외부(2회)", + "매 〃 〃 〃 〃 〃 〃 매 〃 〃 ㎏ 〃 〃 〃 〃 개 〃 〃 ㎥ ㎏ ℓ 〃 〃 〃 〃 〃", + "103 94 - - - - 10 - - 10 2,920 6,040 2,360 610 4,450 6,790 1,705 48 50 109 134 37 28,728 15,048 37", + "147 97 - - - 12 - 12 12 12 4,250 - 8,780 2,580 740 8,359 9,960 2,660 128 100 140 160 45 43,092 22,572 45", + "220 115 15 15 15 15 15 - - - 11,280 - 14,620 2,350 1,040 11,201 12,989 3,647 170 150 186 213 60 67,830 35,530 60", + "295 149 17 17 17 17 17 - - - 11,280 - 14,620 2,350 1,040 12,834 18,176 4,826 206 200 225 258 73 80,997 42,427 73" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1720", + "section": "13-4-3 STORAGE TANK", + "line": 1407, + "headers": [ + "용량(㎥) 두께(㎜) 구분", + "", + "1,501 ∼3,000이하", + "5,000", + "10,000", + "10,000 이상" + ], + "rows": [ + [ + "Roof", + "4.5", + "35", + "35", + "35", + "35" + ], + [ + "Wall", + "6", + "19", + "19", + "25", + "27" + ], + [ + "Bottom", + "6", + "16", + "16", + "16", + "16" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1721", + "section": "13-4-3 STORAGE TANK", + "line": 1417, + "headers": [ + "장 비 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "Truck crane Truck Winch Derrick A.C.Welder Air Compressor Rolling Machine Chipping Gun", + "20ton 4ton 25㎾ 20ton 15KVA 1.5㎥/min ø10〃×2m", + "대 대 대 대 대 대 대 대", + "1 1 1 1 4 1 1 1" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1722", + "section": "13-4-3 STORAGE TANK", + "line": 1423, + "headers": [ + "종 류", + "방 향", + "수 량", + "손율(%/회)" + ], + "rows": [ + [ + "Scaffolding Bracket", + "원주", + "1.67", + "10" + ], + [ + "Channel Strong Back(Bend type)", + "수직", + "2.00", + "" + ], + [ + "Channel Strong Back(Straight type)", + "원주", + "1.00", + "" + ], + [ + "Wadge Pin", + "원주 수직", + "2.00 4.00", + "" + ], + [ + "Taper Pin", + "원주 수직", + "1.00 2.00", + "" + ], + [ + "Piece", + "원주", + "1.67", + "" + ], + [ + "Bracket Holder", + "원주", + "1.67", + "30" + ], + [ + "Horse Shoe", + "원주 수직", + "2.00 4.00", + "" + ], + [ + "Block", + "원주 수직", + "2.00 4.00", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1723", + "section": "76813-4-4 강재류 조립설치(ton당)", + "line": 1439, + "headers": [ + "직 종", + "", + "수 량" + ], + "rows": [ + [ + "기 계 산 업 기 사", + "", + "0.30" + ], + [ + "철 골 공", + "", + "4.98" + ], + [ + "비 계 공", + "", + "3.27" + ], + [ + "기 계 설 비 공", + "", + "0.82" + ], + [ + "용 접 공", + "", + "0.80" + ], + [ + "비 고", + "- 본 품은 설치단위 1개의 중량이 1∼5톤인 경우를 기준한 것이며 설치단위 1개의 중량에 따라 다음 같이 증감한다. 0.5ton 미만은 30% 가산 0.5∼1ton 미만은 15% 가산 5ton 이상은 20% 감 - 검사 및 교정이 필요한 경우에 기술관리를 제외한 본 품의 10%를 가산한다. - Steel Stack 등 ton당 용접장(6㎜ Fillet 환산)이 30m를 초과하는 경우 20%를 가산한다.", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1724", + "section": "13-4-5 도장 및 방청공사‘[기계설비부문] 9-2 도장’의 품 적용13-4-6 기계설비 철거 및 이설공사‘[유지관리부문] 4-1-7 일반기계설비 철거 및 이설”의 품 적용13-4-7 탱크청소(단위:바닥면적 ㎡당)", + "line": 1453, + "headers": [ + "구 분", + "", + "중유(B.C)", + "휘발유,경유", + "물" + ], + "rows": [ + [ + "보 통 인 부", + "떠 내 기 오 물 제 거 녹 제 거", + "0.25 0.25 0.02", + "0.13 0.13 0.02", + "0.03 0.07 0.02" + ], + [ + "", + "되 붓 기", + "0.1", + "0.07", + "-" + ], + [ + "", + "드 럼 운 반", + "0.1", + "0.07", + "-" + ], + [ + "", + "닦 아 내 기", + "0.05", + "0.03", + "0.01" + ], + [ + "", + "계", + "0.77(인)", + "0.45(인)", + "0.13(인)" + ], + [ + "비 고", + "- 녹제거는 [주]①항 작업부분에 대해 심한 녹을 제거하는 품(도장등을 위한 바탕 처리와는 다름)이고, 추가작업 부분(Shell, Roof 등)에 대해서는 ㎡당 녹제거 품의 80%를 별도 계상한다. - Clean Out Door가 없는 탱크는 떠내기 및 오물제거에 각각 20%씩 가산한다.", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1725", + "section": "13-5 화력발전 기계설비13-5-1 보일러 설치(기당)", + "line": 1468, + "headers": [ + "작 업 구 분", + "직 종", + "단 위", + "수 량" + ], + "rows": [ + [ + "기술관리 Boiler 본체 설비공사 기간중", + "기 계 기 사", + "인/일", + "2.0" + ], + [ + "포장해체 수송을 위해 포장된 목재를 해체하고 목재를 소정 위치에 정리함", + "목 공 특 별 인 부", + "인/㎥ 〃", + "0.02 0.02" + ], + [ + "표면손질", + "특 별 인 부", + "인/㎡", + "0.1" + ], + [ + "용접면손질 용착 효율을 높이기 위하여 용접전에 Grinder 혹은 sand paper로 깨끗이 손질하는 작업 joint당 면적은 2×3.63t(D-t)", + "특 별 인 부", + "인/㎡", + "0.39" + ], + [ + "소운반 Boiler tube용 자재 기타 작업에 필요한 자재를 조양위치까지 운반", + "비 계 공 건 설 기 계 운 전 조", + "인/ton 〃", + "0.445 0.124" + ], + [ + "Scaffolder 조립설치 및 철거 용접, 검사, 위치조정 등에 필요한 Scaffolder 조립설치(1.5×2.0×1.6m Unit 기준)", + "일 반 기 계 운 전 사 ( 윈 치 운 전 ) 비 계 공 특 별 인 부", + "인/㎡ 〃 〃", + "0.0083 0.0083 0.0083" + ], + [ + "Chain block 설치 및 철거 Tube Panel 조립시는 6개 설치 기준 Header, Buck stay 조립시는 4개설치 기준", + "용 접 공 비 계 공 일 반 기 계 운 전 사 ( 윈 치 운 전 )", + "인/개 〃 〃", + "0.021 0.028 0.028" + ], + [ + "윈치설치 및 철거 조양을 위한 윈치 플리 로프 등의 설치와 사용후 철거까지 포함됨.", + "기 계 설 비 공 비 계 공 용 접 공 특 별 인 부 건 설 기 계 운 전 조", + "인/대 〃 〃 〃 조/대", + "3.3 11.0 3.3 4.95 4.3" + ], + [ + "조양 tube 및 header류, 기타 자재 등을 설치 위치까지 조양해서 가고정하는 작업", + "플랜트기계설치공 비 계 공 플 랜 트 용 접 공 건 설 기 계 운 전 조", + "인/ton 〃 〃 조/ton", + "0.63 0.84 0.42 0.56" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1726", + "section": "13-5 화력발전 기계설비13-5-1 보일러 설치(기당)", + "line": 1482, + "headers": [ + "작 업 구 분", + "직 종", + "단 위", + "수 량" + ], + "rows": [ + [ + "Tube Panel 조립조정 조양된 Panel을 alignment하고 hangering 혹은 supporting 후 가고정 해체함", + "플랜트기계설치공 특 별 인 부 플 랜 트 용 접 공", + "인/개 〃 〃", + "2.0 2.0 2.0" + ], + [ + "Header류 조립조정 header 및 그에 준하는 것으로서 조양 된 것을 alignment하고 hangering 혹은 supporting후 가고정 해체함", + "플랜트기계설치공 특 별 인 부 플 랜 트 용 접 공", + "인/개 〃 〃", + "1.5 1.5 1.5" + ], + [ + "Buckstay 조립조정", + "플랜트기계설치공", + "인/개", + "1.5" + ], + [ + "조양된 buckstay를 alignment하고", + "특 별 인 부", + "〃", + "1.5" + ], + [ + "tiebar 취급함.", + "플 랜 트 용 접 공", + "〃", + "1.5" + ], + [ + "Tube piece 조립조정 낱개로 되어 있는 tube 및 7개 미만의 tube set로 된 것으로서 alignment hangering 부착물 취부함.", + "플랜트기계설치공 특 별 인 부 플 랜 트 용 접 공", + "인/개 〃 〃", + "0.4 0.4 0.2" + ], + [ + "Casing 조립 조작으로 분리된 casing의 소재를 성형 용접함", + "플 랜 제 관 공 플 랜 트 용 접 공 특 별 인 부 건 설 기 계 운 전 조", + "인/ton 〃 〃 조/ton", + "0.82 0.22 0.92 0.61" + ], + [ + "Casing 설치", + "윈 치 운 전 조", + "〃", + "1.01" + ], + [ + "성형된 casing을 운반, 조양 alignment", + "비 계 공", + "인/ton", + "2.87" + ], + [ + "후 설치", + "특 별 인 부", + "〃", + "1.33" + ], + [ + "본용접 Preheating, 본용접, annealing 작업", + "※각 tube size에 대하여 용접항을 참조 산출", + "", + "" + ], + [ + "검사 및 교정 외관검사, 수압시험후 casing leak test 교정 작업(비파괴 시험은 제외)", + "기술관리, 포장해체를 제외한 모든 품의 10%", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1727", + "section": "13-5 화력발전 기계설비13-5-1 보일러 설치(기당)", + "line": 1499, + "headers": [ + "작 업 구 분", + "직 종", + "단 위", + "수 량" + ], + "rows": [ + [ + "Tube Panel 조립조정", + "플 랜 트 기 계 설 치 공", + "인/ton", + "1.38" + ], + [ + "조양된 Panel을 alignment하고 hangering", + "특 별 인 부", + "〃", + "1.45" + ], + [ + "혹은 supporting 후 가고정 해체함", + "플 랜 트 용 접 공", + "〃", + "1.16" + ], + [ + "Header류 조립조정 header 및 그에 준하는 것으로서 조양된 것을 alignment하고 hangering 혹은 supporting후 가고정 해체함", + "플 랜 트 기 계 설 치 공 특 별 인 부 플 랜 트 용 접 공", + "인/ton 〃 〃", + "0.90 1.02 0.78" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1728", + "section": "13-5 화력발전 기계설비13-5-1 보일러 설치(기당)", + "line": 1508, + "headers": [ + "장 비 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "Truck crane 〃 Winch Truck A.C. Welder Trailer 알곤, 용접기", + "20ton 40ton 25㎾ 4ton 15KVA 30ton", + "대 대 대 대 대 대 대", + "1 1 4 2 10 1 4" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1729", + "section": "13-5-2 보일러 드럼 설치(대당)", + "line": 1514, + "headers": [ + "작 업 구 분", + "직 종", + "단 위", + "중 량 별 수 량", + "", + "", + "", + "", + "" + ], + "rows": [ + [ + "", + "", + "", + "50이하", + "100", + "150", + "200", + "250", + "300(ton)" + ], + [ + "기술관리 drum설치공사기간중", + "기계기사", + "인/일", + "2.0", + "2.0", + "2.0", + "2.0", + "2.0", + "2.0" + ], + [ + "포장해체 수송을 위해 포장된 목재를 해체하고 목재를 소정 위치에 정리함", + "목공 특별인부", + "인/㎥ 〃", + "0.02 0.02", + "0.02 0.02", + "0.02 0.02", + "0.02 0.02", + "0.02 0.02", + "0.02 0.02" + ], + [ + "표면 및 내부손질", + "특별인부", + "인/㎥", + "0.1", + "0.1", + "0.1", + "0.1", + "0.1", + "0.1" + ], + [ + "작업토의 중량물이므로 작업반에 대하여 검토하고 인원배치 등을 토의함", + "비계공 플랜트 기계설비공", + "인/대 〃", + "0.05 0.05", + "0.05 0.05", + "0.05 0.05", + "0.05 0.05", + "0.05 0.05", + "0.05 0.05" + ], + [ + "보조윈치 설치 및 철거 윈치 풀리설치 로프 걸기 및 가설구조 설치와 사용후 철거 까지 포함됨", + "기계설비공 비계공 용접공 건설기계운전조 특별인부", + "인/윈치1대 〃 〃 조/윈치1대 인/윈치1대", + "0.9 2.4 0.9 2.4 1.8", + "0.9 2.4 0.9 2.4 1.8", + "0.9 2.4 0.9 2.4 1.8", + "0.9 2.4 0.9 2.4 1.8", + "0.9 2.4 0.9 2.4 1.8", + "0.9 2.4 0.9 2.4 1.8" + ], + [ + "주윈치설치 및 철거 윈치 폴리설치 로프걸기 및 가설구조를 설치와 사용후 철거까지 포함됨.", + "기계설비공 비계공 용접공 건설기계운전조 특별인부", + "인/윈치1대 〃 〃 〃 〃", + "3.3 26.0 12.3 7.4 11.8", + "3.3 26.0 12.3 7.4 11.8", + "3.3 26.0 12.3 7.4 11.8", + "3.3 26.0 12.3 7.4 11.8", + "3.3 26.0 12.3 7.4 11.8", + "3.3 26.0 12.3 7.4 11.8" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1730", + "section": "13-5-2 보일러 드럼 설치(대당)", + "line": 1526, + "headers": [ + "작 업 구 분", + "직 종", + "단 위", + "중 량 별 수 량", + "", + "", + "", + "", + "" + ], + "rows": [ + [ + "", + "", + "", + "50이하", + "100", + "150", + "200", + "250", + "300(ton)" + ], + [ + "소운반 drum본체를 제외한 internal scaffolder, hanger 등 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"C1755", + "section": "4-1 펌프’의 품을 적용한다.13-5-13 Boiler Feed Pump 설치", + "line": 1890, + "headers": [ + "장 비 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "Over head crane Truck crane Trailer Air compressor", + "60ton 30ton 1.5㎥/min", + "대 〃 〃 〃", + "1 1 1 1" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1756", + "section": "78713-5-14 Heater 및 Tank 설치", + "line": 1898, + "headers": [ + "직종 무게(ton)", + "목공", + "플랜트기계 설치공", + "비계공", + "건설기계운전 (조/대)", + "특별인부", + "계" + ], + "rows": [ + [ + "0.5이하", + "0.03", + "0.52", + "0.06", + "0.19", + "2.12", + "2.92" + ], + [ + "0.51∼1.0", + "0.05", + "0.78", + "0.08", + "0.28", + "3.16", + "4.35" + ], + [ + "1.01∼2.0", + "0.08", + "1.04", + "0.11", + "0.38", + "4.92", + "6.53" + ], + [ + "2.01∼3.0", + "0.10", + "1.41", + "0.15", + "0.51", + "6.08", + "8.25" + ], + [ + "3.01∼4.0", + "0.12", + "1.78", + "0.19", + "0.64", + "8.33", + "11.06" + ], + [ + "4.01∼5.0", + "0.13", + "2.13", + "0.23", + "0.78", + "9.91", + "13.00" + ], + [ + "5.01∼6.0", + "0.15", + "2.46", + "0.27", + "0.89", + "11.52", + "15.29" + ], + [ + "6.01∼7.0", + "0.17", + "2.76", + "0.31", + "1.00", + "12.86", + "17.10" + ], + [ + "7.01∼8.0", + "0.19", + "3.08", + "0.60", + "1.13", + "14.15", + "19.15" + ], + [ + "8.01∼9.0", + "0.21", + "3.18", + "1.15", + "1.24", + "15.39", + "21.17" + ], + [ + "9.01∼10.0", + "0.23", + "3.28", + "1.65", + "1.35", + "16.65", + "23.16" + ], + [ + "10.1∼15.0", + "0.45", + "3.45", + "8.62", + "2.19", + "17.41", + "30.12" + ], + [ + "15.1∼20.0", + "0.56", + "4.27", + "10.70", + "2.71", + "19.21", + "37.45" + ], + [ + "20.1∼25.0", + "0.65", + "4.98", + "12.50", + "3.15", + "22.65", + "43.94" + ], + [ + "25.1∼30.0", + "0.73", + "5.62", + "14.15", + "3.52", + "25.31", + "49.33" + ], + [ + "30.1∼35.0", + "0.82", + "6.35", + "15.52", + "3.95", + "28.62", + "55.26" + ], + [ + "35.1∼40.0", + "0.89", + "6.95", + "17.00", + "4.31", + "31.17", + "60.32" + ], + [ + "40.1∼45.0", + "0.97", + "7.58", + "18.50", + "4.75", + "33.95", + "65.75" + ], + [ + "45.1∼50.0", + "1.06", + "8.05", + "19.62", + "5.03", + "36.23", + "69.99" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1757", + "section": "78713-5-14 Heater 및 Tank 설치", + "line": 1927, + "headers": [ + "직 종 무 게(ton)", + "목공", + "플랜트기계 설치공", + "비계공", + "건설기계운전 (조/대)", + "특별인부", + "계" + ], + "rows": [ + [ + "0.5이하", + "0.03", + "2.22", + "5.40", + "0.11", + "2.36", + "10.12" + ], + [ + "0.51∼1.0", + "0.05", + "3.23", + "7.83", + "0.16", + "3.56", + "14.83" + ], + [ + "1.01∼2.0", + "0.08", + "4.59", + "11.12", + "0.22", + "5.46", + "21.47" + ], + [ + "2.01∼3.0", + "0.10", + "5.88", + "13.50", + "0.29", + "6.63", + "26.29" + ], + [ + "3.01∼4.0", + "0.12", + "6.67", + "15.55", + "0.38", + "8.86", + "31.58" + ], + [ + "4.01∼5.0", + "0.13", + "7.39", + "17.27", + "0.45", + "10.39", + "35.63" + ], + [ + "5.01∼6.0", + "0.15", + "8.03", + "18.70", + "0.53", + "11.92", + "39.33" + ], + [ + "6.01∼7.0", + "0.17", + "8.61", + "20.02", + "0.61", + "13.22", + "42.63" + ], + [ + "7.01∼8.0", + "0.19", + "8.61", + "23.00", + "1.73", + "13.59", + "46.62" + ], + [ + "8.01∼9.0", + "0.21", + "8.61", + "24.20", + "1.81", + "14.94", + "49.77" + ], + [ + "9.01∼10.0", + "0.23", + "8.90", + "25.23", + "1.88", + "16.22", + "52.46" + ], + [ + "10.1∼15.0", + "0.45", + "11.38", + "32.38", + "2.49", + "17.47", + "62.17" + ], + [ + "15.1∼20.0", + "0.56", + "12.95", + "36.60", + "2.85", + "19.08", + "72.04" + ], + [ + "20.1∼25.0", + "0.65", + "14.45", + "40.90", + "3.19", + "22.37", + "81.56" + ], + [ + "25.1∼30.0", + "0.73", + "15.93", + "44.90", + "3.51", + "24.94", + "90.01" + ], + [ + "30.1∼35.0", + "0.82", + "17.19", + "48.50", + "3.77", + "28.07", + "98.35" + ], + [ + "35.1∼40.0", + "0.89", + "18.09", + "51.10", + "3.97", + "30.44", + "104.49" + ], + [ + "40.1∼45.0", + "0.97", + "19.13", + "54.10", + "4.22", + "33.04", + "111.46" + ], + [ + "45.1∼50.0", + "1.06", + "20.03", + "56.60", + "4.52", + "35.29", + "117.50" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1758", + "section": "78913-6 수력발전 기계설비13-6-1 수차 설치", + "line": 1956, + "headers": [ + "직 종", + "수 량", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 계 기 사", + "0.500", + "측 량 사", + "0.140" + ], + [ + "목 공", + "0.041", + "공 작 기 계 공", + "0.496" + ], + [ + "비 계 공", + "1.433", + "도 장 공", + "0.044" + ], + [ + "플 랜 트 기 계 설 치 공", + "1.540", + "특 별 인 부", + "1.313" + ], + [ + "플 랜 트 제 관 공", + "0.486", + "시 험 및 조 정", + "0.649" + ], + [ + "플 랜 트 용 접 공", + "1.119", + "계", + "7.751" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1759", + "section": "78913-6 수력발전 기계설비13-6-1 수차 설치", + "line": 1967, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기술지도(종합공정관리포함)", + "기 계 기 사", + "0.50" + ], + [ + "포장해체", + "목 공 특 별 인 부", + "0.041 0.034" + ], + [ + "소운반", + "비 계 공", + "0.385" + ], + [ + "Draft tube설치 가설된 Concrete tube에 이어서 Leveling & Centering해서 연결", + "플 랜 트 기 계 설 치 공 플 랜 트 제 관 공 플 랜 트 용 접 공 측 량 사 비 계 공 특 별 인 부", + "0.051 0.195 0.037 0.035 0.035 0.042" + ], + [ + "Speed ring 조립설치 Speed ring의 위치결정해서 조립 설치하고 Leveling & Centering 후 Draft tube와 연결", + "플 랜 트 기 계 설 치 공 플 랜 트 제 관 공 플 랜 트 용 접 공 측 량 사 비 계 공 특 별 인 부", + "0.117 0.195 0.085 0.021 0.080 0.109" + ], + [ + "Casing & cover 조립설치 Casing 용접조립후 X-Ray test, Inner head cover 및 Outer head cover 조립설치", + "플 랜 트 기 계 설 치 공 플 랜 트 용 접 공 비 계 공 플 랜 트 제 관 공 특 별 인 부", + "0.479 0.347 0.326 0.048 0.394" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1760", + "section": "78913-6 수력발전 기계설비13-6-1 수차 설치", + "line": 1978, + "headers": [ + "공 정 별", + "", + "직 종", + "수 량" + ], + "rows": [ + [ + "수차 Centering Concrete 타설전에 casing centering하고 타설도중 움직이지 않게 고정함", + "", + "플 랜 트 기 계 설 치 공 플 랜 트 용 접 공 비 계 공 측 량 사 특 별 인 부", + "0.174 0.127 0.119 0.056 0.143" + ], + [ + "Guide vane 조립조정 Stay vane 및 guide vane 조립 설치", + "", + "플 랜 트 기 계 설 치 공 비 계 공 플 랜 트 용 접 공 특 별 인 부", + "0.172 0.117 0.125 0.142" + ], + [ + "Guide ring & Serve-Moter 조립설치 Guide ring, operating rod, Serve motor 등 조립 설치", + "", + "플 랜 트 기 계 설 치 공 비 계 공 플 랜 트 용 접 공 특 별 인 부", + "0.093 0.063 0.068 0.077" + ], + [ + "Pit, liner 교정 Liner 취부 Joint 부분 용접보강함.", + "", + "플 랜 트 기 계 설 치 공 플 랜 트 제 관 공 비 계 공 플 랜 트 용 접 공 특 별 인 부", + "0.008 0.048 0.006 0.006 0.006" + ], + [ + "Runner 조립 및 삽입", + "", + "플 랜 트 기 계 설 치 공 비 계 공 플 랜 트 용 접 공 특 별 인 부", + "0.299 0.203 0.218 0.246" + ], + [ + "수차본체조립 수차본체 종합조립하고 각부의 간격 조정하여 Shop data와 일치시킴.", + "", + "플 랜 트 기 계 설 치 공 비 계 공 플 랜 트 용 접 공 측 량 사 특 별 인 부", + "0.116 0.078 0.084 0.028 0.095" + ], + [ + "Governor 조립설치", + "", + "플 랜 트 기 계 설 치 공 플 랜 트 용 접 공 비 계 공 특 별 인 부", + "0.031 0.022 0.021 0.025" + ], + [ + "수리공장 운영", + "", + "공 작 기 계 공", + "0.496" + ], + [ + "도장", + "", + "도 장 공", 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], + [ + "DC Welder", + "500A", + "〃", + "2" + ], + [ + "Gas cutting machine", + "중형", + "조", + "3" + ], + [ + "Air compressor", + "5-7㎏/㎠ 5.9㎥/min", + "대", + "1" + ], + [ + "Winch", + "22.38㎾", + "〃", + "1" + ], + [ + "Gouging machine", + "중형", + "〃", + "1" + ], + [ + "Pump", + "5.1㎥/min", + "〃", + "2" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1762", + "section": "78913-6 수력발전 기계설비13-6-1 수차 설치", + "line": 2016, + "headers": [ + "물 품", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "산 소 아 세 틸 렌 용 접 봉 코 크 스 Sand Paper 여 과 기 걸 레 세 유 Grease Machine oil Gasoline Galvanized wire Grinding Wheel 비 닐 세 트", + "6.000ℓ입 4,500ℓ입 4ø∼5ø 각종 14\"×14〃 특상품 C-3 #8∼#16 8\"ø×25m/m t 0.1t×2m", + "Bt 〃 ㎏ 〃 S h 〃 ㎏ ℓ ㎏ ℓ ℓ ㎏ EA m", + "0.360 0.242 2.0 9.0 3.125 3.0 2.50 2.20 0.20 0.70 0.240 0.50 0.375 1.0" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": 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}, + { + "table_id": "C1765", + "section": "13-6-2 발전기 설치", + "line": 2050, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "Stator조립 Frame 조립, coil 삽입 call binding 건조 및 varnish 처리", + "플 랜 트 전 공 비 계 공 플 랜 트 기 계 설 치 공 플 랜 트 용 접 공 인 력 운 반 공 목 공 특 별 인 부", + "0.490 0.014 0.311 0.022 0.087 0.125 0.268" + ], + [ + "Rotor 조립 York & Spider조립 Rim lamination 자극 및 rotor 부품취부, 건조 및 Varnish 처리", + "플 랜 트 전 공 플 랜 트 기 계 설 치 공 플 랜 트 용 접 공 인 력 운 반 공 목 공 특 별 인 부 비 계 공", + "0.544 0.587 0.049 0.013 0.179 0.788 0.033" + ], + [ + "기초 Chipping 및 concrete 타설 Barrel 기초점검, chipping out concrete 타설", + "플 랜 트 전 공 플 랜 트 기 계 설 치 공 비 계 공 목 공 플 랜 트 용 접 공 특 별 인 부 측 량 사", + "0.024 0.282 0.019 0.033 0.011 0.106 0.006" + ], + [ + "Stator 설치 Base block 설치, stator 안치, concrete 타설전의 centering Concrete 타설후의 Recentering Knock 치기", + "플 랜 트 전 공 비 계 공 플 랜 트 기 계 설 치 공 특 별 인 부 측 량 사 플 랜 트 용 접 공 공 작 기 계 공 목 공", + "0.141 0.011 0.227 0.179 0.009 0.011 0.006 0.008" + ], + [ + "Stator low end 조립설치 Lower bracket 조립 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"2" + ], + [ + "Truck crane", + "30ton", + "대", + "1" + ], + [ + "Trailer", + "50ton", + "〃", + "1" + ], + [ + "D.C Welde", + "500A", + "〃", + "2" + ], + [ + "Gouging machine", + "중형", + "〃", + "1" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1768", + "section": "13-6-2 발전기 설치", + "line": 2092, + "headers": [ + "품 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "세 유 Gasoline 보 일 유 Machine oil Grease 시 너 Galvanized wire Wire brush Hack saw blade Drill Grinder wheel File Oil stone 코 크 스 목 탄 산 소 아 세 틸 렌 전 기 용 접 봉 가 스 용 접 봉 신 주 용 접 봉 Sand Paper 광 목 소 창 직 걸 레 비 닐 시 트 방 청 페 인 트 페 인 트 땜 납 붕 사 Compound 3-Bond", + "0∼3 에나멜용 #8∼#16 각종 3/8∼1.6\" 12\" 1.6ø∼3.8ø 8\"ø∼25m/m t 각종 각종(황, 중, 세) 6,000ℓ 4,500ℓ 4ø∼5ø 3.2ø 2ø 각종 특상품 3m×3m DR-80 노루표 50 : 50 절연용 밀착제 No.2", + "ℓ 〃 〃 〃 ㎏ ℓ ㎏ EA 〃 ㎏ 〃 ㎏ Sh ㎏ 〃 병 병 ㎏ 〃 〃 Sh m m ㎏ Sh ℓ 〃 ㎏ 〃 〃 〃", + "0.730 0.730 0.069 0.365 0.175 0.138 0.730 0.292 0.438 0.018 0.022 0.218 0.055 0.328 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"C1791", + "section": "13-6-7 수문 Hoist 설치", + "line": 2319, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 술 관 리 소 운 반 조 작 조 립 조 정 용 접 시 운 전 및 조 작 검 사 및 교 정 (기술관리, 시운전 및 조작을 제외한 전 품의 10%)", + "기 계 산 업 기 사 비 계 공 비 계 공 측 량 사 플 랜 트 기 계 설 치 공 플 랜 트 용 접 공 플 랜 트 기 계 설 치 공 플 랜 트 전 공 비 계 공", + "0.50 1.105 1.928 0.268 2.115 1.03 0.36 0.413 0.9 0.644" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1792", + "section": "13-6-7 수문 Hoist 설치", + "line": 2325, + "headers": [ + "장 비 명", + "규 격", + "수량(대/일)" + ], + "rows": [ + [ + "A.C Welder", + "10KVA", + "1" + ], + [ + "D.C Welder", + "300A 5.5㎾", + "1" + ], + [ + "Gas Cutting machine", + "중형", + "2" + ], + [ + "Portable Drill", + "1.12㎾", + "1" + ], + [ + "Portable Grinder", + "0.37㎾", + "2" + ], + [ + "Winch", + "7.46㎾", + "2" + ], + [ + "Guy Derrick", + "10 ton", + "1" + ], + [ + "Truck Crane", + "30 ton", + "1" + ], + [ + "Trailer", + "30 ton", + "1" + ], + [ + "Truck", + "5 ton", + "1" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1793", + "section": "13-6-7 수문 Hoist 설치", + "line": 2340, + "headers": [ + "품 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "산 소 아 세 틸 렌 용 접 봉 세 유 기 타", + "6,000ℓ입 4,500ℓ 입 4ø×350ℓ 10%", + "병 병 ㎏ ℓ", + "0.38 0.33 3.0 3.0" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1794", + "section": "80713-6-8 Spiral Casing 설치", + "line": 2348, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 술 관 리 기 초 정 리 Centering Marking 박 스 해 체 정 리 청 소 진 형 보 완 S t ay r i ng 조립설치 침목서포트 조작설치 마 킹 센 터 링 조 립 위 치 결 정 Bolt joint spider C a s i n g 조립, 케이싱정치 및 가조립작업", + "기 계 기 사 특 별 인 부 측 량 사 마 킹 공 석 공 형 틀 목 공 특 별 인 부 플 랜 트 기 계 설 치 공 특 별 인 부 산 소 절 단 공 플 랜 트 기 계 설 치 공 특 수 비 계 공 특 별 인 부 인 력 운 반 공 형 틀 목 공 특 별 인 부 특 수 비 계 공 플 랜 트 기 계 설 치 공 특 별 인 부 측 량 기 사 플 랜 트 기 계 설 치 공 마 킹 공 특 별 인 부 특 수 비 계 공 측 량 사 플 랜 트 기 계 설 치 공 특 별 인 부 특 수 비 계 공 측 량 사 플 랜 트 기 계 설 치 공 특 별 인 부", + "3.33 0.098 0.038 0.077 0.047 0.1 0.1 0.2 0.1 0.12 0.12 0.335 0.258 0.154 0.058 0.058 0.167 0.25 0.25 0.038 0.077 0.038 0.078 0.167 0.064 0.258 0.258 0.67 0.064 0.516 0.327" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1795", + "section": "80713-6-8 Spiral Casing 설치", + "line": 2354, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "Centering하여 최종으로 부착 조립고정 후 Brace 절단 철거 Casing 원주방향 용접 (용접별도계상) Casing Inlet Section부 센터링 부착 조정후 교정하여 용접작업(용접 별도계상) Main shell 용접전장을 Griding하는 작업 X-Ray촬영 Pitline 및 scaffold 조립철거 spider 철거 및 stay Ring check 수 압 시 험 Bulkhead 부착 및 가압해체 Bottom Ring 조 립 설 치 (용 접 별 도 계 상)", + "측 량 사 특 수 비 계 공 플 랜 트 기 계 설 치 공 마 킹 공 특 별 인 부 플 랜 트 기 계 설 치 공 특 별 인 부 플 랜 트 기 계 설 치 공 특 별 인 부 특 수 비 계 공 측 량 사 마 킹 공 플 랜 트 제 관 공 특 별 인 부 시 험 사 1 급 특 별 인 부 측 량 사 특 수 비 계 공 플 랜 트 기 계 설 치 공 마 킹 공 특 별 인 부 특 수 비 계 공 플 랜 트 기 계 설 치 공 측 량 사 마 킹 공 특 별 인 부 플 랜 트 기 계 설 치 공 특 수 운 전 공 특 별 인 부 특 수 비 계 공 측 량 사 마 킹 공 플 랜 트 기 계 설 치 공 특 별 인 부", + "0.051 0.267 0.206 0.103 0.154 0.038 0.019 0.285 0.193 0.035 0.032 0.129 0.47 0.23 1.24 1.24 0.04 0.47 0.36 0.18 0.27 0.1 0.077 0.038 0.038 0.21 0.140 0.073 0.19 0.335 0.032 0.129 0.258 0.193" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1796", + "section": "80713-6-8 Spiral Casing 설치", + "line": 2360, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "콘 크 리 트 타 설 준 비 ( 배 관 별 도 ) ( 완 충 제 별 도 ) 콘 크 리 트 타 설 ( 2 차 ) ( 토 목 시 공 ) 철 거 및 Finish 도 장 절 단 용 접 전 원 및 유 지 관 리 검 사 시 험", + "특 수 비 계 공 플 랜 트 기 계 설 치 공 특 별 인 부 특 수 비 계 공 플 랜 트 제 관 공 특 별 인 부 도 장 공 산 소 절 단 공 특 별 인 부 플 랜 트 용 접 공 특 별 인 부 플 랜 트 전 공 특 별 인 부 인 력 품 의 7 %", + "0.267 0.206 0.206 1.167 0.129 0.5 1.029 0.16 0.08 6.355 3.177 0.66 0.66" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1797", + "section": "80713-6-8 Spiral Casing 설치", + "line": 2366, + "headers": [ + "공 정 별", + "품 명", + "규 격", + "수 량" + ], + "rows": [ + [ + "용 접 절 단 및 진 형 가 공 Grinding X-ray 도 장 동 력", + "전 기 용 접 탄 소 봉 산 소 아 세 틸 렌 Grinder 돌 Film Tar Epoxy", + "6,000ℓ입 2,100ℓ입 12\"ø 65×305 2회", + "9.77㎏ 3.67본 0.45병 0.32병 0.815개 4.9매 405㎏" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1798", + "section": "81013-6-9 Steel Penstock 제작", + "line": 2375, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 술 관 리 현 도 괘 서 절 단 Edge Bending Rolling 기 계 가 공 수 정 분 해 준 비 운 반 용 J i g 용 접 분 해 소 운 반 동 력 조 작 보 조 검 사 시 험", + "기 계 기 사 플 랜 트 제 관 공 \" 산 소 절 단 공 플 랜 트 제 관 공 특 수 운 전 공 플 랜 트 제 관 공 플 랜 트 기 계 설 치 공 특 수 운 전 공 플 랜 트 제 관 공 플 랜 트 제 관 공 비 계 공 플 랜 트 용 접 공 특 수 운 전 공 산 소 절 단 공 플 랜 트 제 관 공 플 랜 트 제 관 공 플 랜 트 용 접 공 특 수 비 계 공 플 랜 트 제 관 공 산 소 절 단 공 특 수 운 전 공 특 수 운 전 공 특 수 비 계 공 플 랜 트 전 공 특 별 인 부 상 기 인 력 품 의 7 %", + "1.4 0.25 0.86 0.4 0.08 0.4 0.4 0.4 0.4 0.4 0.95 0.95 0.47 0.23 0.79 0.52 0.66 0.2 0.26 0.52 0.26 0.13 0.2 0.8 0.4 6.0" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1799", + "section": "81013-6-9 Steel Penstock 제작", + "line": 2381, + "headers": [ + "공 정 별", + "품 명", + "규 격", + "수 량" + ], + "rows": [ + [ + "절 단 수 정 용 접 현 도", + "산 소 아 세 틸 렌 용 접 봉 함 석", + "6,000ℓ입 3,500ℓ입 31×3×6", + "1.89병 0.8병 8㎏ 0.71매" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1800", + "section": "81013-6-9 Steel Penstock 제작", + "line": 2390, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 술 관 리 조 정 전 원 가 공 용 접 가 용 접 가 조 립 가 조 립 마 킹 분 해 도 장 준 비 도 장 소 운 반 동 력 조 작 X - R a y 촬 영 보 조 검 사 시 험", + "기 계 기 사 특 수 비 계 공 플 랜 트 제 관 공 산 소 절 단 공 특 수 운 전 공 플 랜 트 기 계 설 치 공 플 랜 트 제 관 공 플 랜 트 용 접 공 〃 특 수 비 계 공 플 랜 트 제 관 공 마 킹 공 특 수 비 계 공 플 랜 트 제 관 공 〃 도 장 공 특 수 비 계 공 플 랜 트 전 공 시 험 사 1 급 특 별 인 부 상 기 인 력 품 의 7 %", + "1.2 0.95 0.95 0.23 0.23 1.57 1.05 7.98 1.22 0.22 0.44 0.11 0.16 0.33 1.93 0.42 0.8 0.4 1.66 9.53" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1801", + "section": "81013-6-9 Steel Penstock 제작", + "line": 2398, + "headers": [ + "공 정 별", + "품 명", + "규 격", + "수 량" + ], + "rows": [ + [ + "전 원 가 공 및 가 설 물 절 단 용 접 도 장 동 력", + "산 소 아 세 틸 렌 전 기 용 접 봉 탄 소 봉 규 사 중 유 노 즐 징 크 프 라 이 머 시 너 탈 에 폭 시 레 신 시 너", + "6,000ℓ입 2,500ℓ입 8ø×350㎜", + "1.35병 0.57병 1.16㎏ 6본 0.23㎥ 0.023ℓ 0.38개 0.246ℓ 0.055ℓ 2.05ℓ 0.45ℓ" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1802", + "section": "81213-6-10 Steel Penstock 현장설치", + "line": 2406, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 술 관 리 기 준 센 타 및 기 준 레 벨 표 시 작 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2,100ℓ입 1회도장", + "0.029병 0.012병 5.95㎏ 7.06ℓ 1.58ℓ" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1821", + "section": "82113-6-17 Tainter Gate Anchorage 제관", + "line": 2573, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 술 관 리 재 료 절 단 사 도 현 도 괘 서 절 단 교 정 단 재 가 공 괘 서 절 단 Edge 가 공 용 접 교 정 Holing 부 분 조 립 취 부 조 정 용 접 절 단 부 분 조 립 수 정 Grinding 가 조 립 조 립 해 체 도 장 준 비 도 장 운 반 조 작 동 력 조 작 보 조 검 사", + "기 계 기 사 제 도 공 현 도 공 마 킹 공 절 단 공 플 랜 트 제 관 공 마 킹 공 절 단 공 산 소 절 단 공 플 랜 트 용 접 공 플 랜 트 제 관 공 플 랜 트 제 관 공 플 랜 트 기 계 설 치 공 플 랜 용 접 공 산 소 절 단 공 플 랜 트 제 관 공 플 랜 트 제 관 공 연 마 공 ( 기 계 ) 플 랜 트 기 계 설 치 공 플 랜 트 기 계 설 치 공 플 랜 트 제 관 공 도 장 공 특 수 비 계 공 플 랜 트 전 공 특 별 인 부 인 력 품 의 7 %", + "1.6 0.5 0.2 1.3 0.28 0.5 1.3 0.14 0.14 1.0 0.75 0.37 2.5 6.8 0.08 1.75 1.5 0.13 2.0 1.0 2.26 0.49 3.3 0.66 14.3" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": 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"살 수 차", + "5,500ℓ", + "대/조", + "12" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1869", + "section": "84413-10 운반기계설비13-10-1 OPEN BELT CONVEYOR 설치('92년 보완)Belt폭과 길이에 따른 Belt Conveyor 설치품은 아래의 산출식에 의한다.", + "line": 3235, + "headers": [ + "공 종", + "플랜트기계설치공", + "비계공", + "철골공", + "용접공", + "특별인부", + "계" + ], + "rows": [ + [ + "비율(%)", + "37.5", + "12.5", + "12.5", + "12.5", + "25", + "100" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1870", + "section": "84413-10 운반기계설비13-10-1 OPEN BELT CONVEYOR 설치('92년 보완)Belt폭과 길이에 따른 Belt Conveyor 설치품은 아래의 산출식에 의한다.", + "line": 3251, + "headers": [ + "공종 Belt폭 (inch)", + "Belt Conveyor 설치공", + "기계 설비공", + "비계공", + "특별인부", + "저압케이블 전공", + "계" + ], + "rows": [ + [ + "18\" 이하", + "3.78", + "1.51", + "3.02", + "0.75", + "0.75", + "9.81" + ], + [ + "26\"", + "4.27", + "1.70", + "3.41", + "0.85", + "0.85", + "11.08" + ], + [ + "36\"", + "4.43", + "1.77", + "3.55", + "0.88", + "0.88", + "11.51" + ], + [ + "48\"", + "4.59", + "1.83", + "3.67", + "0.91", + "0.91", + "11.91" + ], + [ + "56\"", + "5.07", + "2.03", + "4.06", + "1.01", + "1.01", + "13.18" + ], + [ + "70\"", + "5.64", + "2.25", + "4.51", + "1.12", + "1.12", + "14.64" + ], + [ + "72\"", + "6.68", + "2.67", + "5.34", + "1.33", + "1.33", + "17.35" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1871", + "section": "84413-10 운반기계설비13-10-1 OPEN BELT CONVEYOR 설치('92년 보완)Belt폭과 길이에 따른 Belt Conveyor 설치품은 아래의 산출식에 의한다.", + "line": 3263, + "headers": [ + "공종 Belt폭 (inch)", + "Belt Conveyor 설치공", + "기계 설비공", + "비계공", + "특별인부", + "저압케이블 전공", + "계" + ], + "rows": [ + [ + "36\" 이하", + "8.85", + "2.21", + "4.42", + "2.21", + "1.10", + "18.79" + ], + [ + "48\"", + "9.12", + "2.28", + "4.56", + "2.28", + "1.14", + "19.38" + ], + [ + "56\"", + "10.25", + "2.56", + "5.12", + "2.56", + "1.28", + "21.77" + ], + [ + "70\"", + "12.02", + "3.00", + "6.01", + "3.00", + "1.50", + "25.53" + ], + [ + "72\"", + "14.17", + "3.55", + "7.08", + "3.54", + "1.77", + "30.11" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1872", + "section": "13-10-2 OVER HEAD CRANE 설치", + "line": 3275, + "headers": [ + "직 종", + "수 량" + ], + "rows": [ + [ + "기 계 산 업 기 사", + "0.50" + ], + [ + "비 계 공", + "2.499" + ], + [ + "플 랜 트 기 계 설 치 공", + "2.478" + ], + [ + "특 별 인 부", + "2.555" + ], + [ + "측 량 사", + "0.250" + ], + [ + "용 접 공", + "0.297" + ], + [ + "시 험 및 조 정", + "0.807" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1873", + "section": "13-10-2 OVER HEAD CRANE 설치", + "line": 3287, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 술 관 리 소 운 반 및 조 정 조 립 준 비 조 립 취 부 및 조 정 현 장 가 공 ( 용 접 , 절 단 , 구 멍 뚫 기 ) 검 사 시 험 ( 기 술 관 리 를 제 외 한 품 의 1 0 % )", + "기 계 산 업 기 사 비 계 공 플 랜 트 기 계 설 치 공 특 별 인 부 비 계 공 플 랜 트 기 계 설 치 공 특 별 인 부 비 계 공 플 랜 트 기 계 설 치 공 측 량 사 특 별 인 부 용 접 공 플 랜 트 기 계 설 치 공 특 별 인 부", + "0.500 0.833 0.500 0.666 0.833 0.500 0.666 0.833 1.165 0.250 1.000 0.297 0.313 0.223 0.807" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1874", + "section": "13-10-2 OVER HEAD CRANE 설치", + "line": 3296, + "headers": [ + "장 비 명", + "규 격", + "단 위", + "수 량", + "비 고" + ], + "rows": [ + [ + "Truck Crane Trailer Truck Compressor 전기용접기 Guy derrick Wich Portable drill M Portable electric G Angle Grinder Transit", + "20 ton 20 ton 4 ton 5.9㎥/min 30KVA 5 ton×7.46㎾ 5 ton×7.46㎾ 0.37㎾ 0.37㎾ 0.75㎾", + "대 〃 〃 〃 〃 〃 〃 〃 〃 〃 〃", + "1 1 1 1 2 1 1 1 2 1 1", + "Bolt tightening용" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1875", + "section": "13-10-2 OVER HEAD CRANE 설치", + "line": 3302, + "headers": [ + "품 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "산 소 아 세 틸 렌 전 기 용 접 봉 걸 레 세 유 Grease Machine oil", + "6,000ℓ입 4,500ℓ입 ø4㎜×ℓ350", + "병 〃 ㎏ 〃 ℓ ㎏ ℓ", + "0.2 0.13 3.5 2 2 0.2 0.7" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1876", + "section": "13-10-3 GANTRY CRANE 설치", + "line": 3310, + "headers": [ + "직 종", + "수 량" + ], + "rows": [ + [ + "기 계 산 업 기 사", + "0.50" + ], + [ + "비 계 공", + "2.383" + ], + [ + "플 랜 트 기 계 설 치 공", + "1.554" + ], + [ + "특 별 인 부", + "1.309" + ], + [ + "제 관 공", + "1.502" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1877", + "section": "13-10-3 GANTRY CRANE 설치", + "line": 3320, + "headers": [ + "직 종", + "수 량" + ], + "rows": [ + [ + "용 접 공", + "1.311" + ], + [ + "측 량 사", + "0.250" + ], + [ + "도 장 공", + "0.525" + ], + [ + "시 험 및 조 정", + "0.830" + ], + [ + "계", + "10.164" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1878", + "section": "13-10-3 GANTRY CRANE 설치", + "line": 3330, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "기 술 관 리 운 반 조 작 조 립 준 비 및 수 정 교 정 조 립 조 정 용 접 절 단 검사시험( 기술관리를 제외한 전 품의 10%)", + "기 계 산 업 기 사 비 계 공 플 랜 트 기 계 설 치 공 특 별 인 부 비 계 공 제 관 공 플 랜 트 기 계 설 치 공 용 접 공 특 별 인 부 비 계 공 제 관 공 플 랜 트 기 계 설 치 공 측 량 사 특 별 인 부 용 접 공 특 별 인 부", + "0.50 0.635 0.182 0.182 0.626 0.626 0.250 0.250 0.250 1.122 0.876 1.122 0.250 0.627 1.061 0.250 0.830" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1879", + "section": "13-10-3 GANTRY CRANE 설치", + "line": 3338, + "headers": [ + "품 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "Truck Crane", + "20 ton", + "대", + "1" + ], + [ + "〃", + "30 ton", + "〃", + "1" + ], + [ + "〃", + "40 ton", + "〃", + "1" + ], + [ + "Trailer", + "30 ton", + "〃", + "2" + ], + [ + "Truck", + "4 ton", + "〃", + "1" + ], + [ + "Compressor", + "5.9㎥/min", + "〃", + "1" + ], + [ + "Fork Lift", + "2.7 ton", + "〃", + "1" + ], + [ + "전기용접기", + "30KVA", + "〃", + "4" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1880", + "section": "13-10-3 GANTRY CRANE 설치", + "line": 3351, + "headers": [ + "품 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "산소절단기", + "중형", + "조", + "4" + ], + [ + "산소용접기", + "〃", + "〃", + "3" + ], + [ + "Guy derrick", + "10 ton", + "대", + "1" + ], + [ + "Winch", + "5 ton", + "〃", + "2" + ], + [ + "Portable drill", + "0.37㎾", + "〃", + "2" + ], + [ + "Portable Grinder", + "0.37㎾", + "〃", + "2" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1881", + "section": "13-10-3 GANTRY CRANE 설치", + "line": 3362, + "headers": [ + "품 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "산 소 아 세 틸 렌 용 접 봉 광 명 단 페 인 트", + "6,000ℓ입 4,500ℓ입 ø4㎜×ℓ350 유성", + "병 〃 ㎏ ℓ 〃", + "0.68 0.58 14.2 2.2 4.4" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1882", + "section": "13-10-4 천장크레인 레일설치(한쪽길이 m당)", + "line": 3368, + "headers": [ + "구 분", + "단 위", + "수 량", + "비 고" + ], + "rows": [ + [ + "① 소요재료 레일 레일체결구", + "m 식", + "1 1", + "" + ], + [ + "② 소 요 품 ◦준비작업 : 궤도공 : 목도 : 보통인부 ◦본 작 업 : 궤도공 : 목도 : 보통인부 ◦뒷 정 리 : 궤도공 : 목도 : 보통인부", + "인 〃 〃 〃 〃 〃 〃 〃 〃", + "0.014 0.007 0.012 0.013 0.007 0.002 0.026 0.006 0.013", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1883", + "section": "84913-11 기타 기계설비13-11-1 일반기기 설치(ton당)", + "line": 3378, + "headers": [ + "직 종", + "수 량" + ], + "rows": [ + [ + "기 계 산 업 기 사", + "0.50" + ], + [ + "기 계 설 비 공", + "7.24" + ], + [ + "비 계 공", + "2.86" + ], + [ + "용 접 공", + "0.95" + ], + [ + "특 별 인 부", + "3.90" + ], + [ + "검 사 및 교 정", + "기술관리를 제외한 본 품의 10%" + ], + [ + "비 고", + "- 본 품은 조립된 기기를 설치하는 품으로 부분조립작업이 필요할 시는 본 품의 50%를 가산한다. - 설치 중량이 0.5ton 미만은 20% 가산한다. 0.5ton∼1ton 미만은 10% 가산한다. 1ton∼5ton 미만은 0% 가산한다. 5ton 이상은 15% 감한다." + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1884", + "section": "13-11-2 Cooling Tower 설치(기당)", + "line": 3393, + "headers": [ + "공 정 별", + "직 종", + "단 위", + "수 량" + ], + "rows": [ + [ + "기술관리 : 공사기간중", + "기 계 산 업 기 사", + "인/일", + "1.0" + ], + [ + "기초 Check : 기초 check", + "기 계 설 비 공", + "인/㎡", + "0.41" + ], + [ + "Chipping 및 Grouting", + "특 별 인 부", + "〃", + "0.595" + ], + [ + "표면손질 : Eliminator 및 구동부", + "특 별 인 부", + "인/㎡", + "0.2" + ], + [ + "본체설치 : Distribution box,", + "철 골 공", + "인/ton", + "4.18" + ], + [ + "Distributor, Louver Post 등의", + "비 계 공", + "〃", + "3.0" + ], + [ + "조립설치", + "특 별 인 부", + "〃", + "0.3" + ], + [ + "Drift-Eliminator 설치 : 판재로", + "건 축 목 공", + "인/㎡", + "3.1" + ], + [ + "된 Eliminator를 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+ "rows": [ + [ + "기 술 관 리 소 운 반 조 작 표 면 손 질 현 장 가 공 조 립 설 치 조 립 설 치 뒷 정 리 검 사 시 험", + "기 계 산 업 기 사 비 계 공 특 별 인 부 특 별 인 부 제 관 공 용 접 공 특 별 인 부 기 계 설 비 공 제 관 공 비 계 공 용 접 공 특 별 인 부 측 량 사 특 별 인 부", + "0.500 0.667 0.333 3.3 0.588 0.588 0.588 0.882 0.882 0.588 0.294 0.882 0.167 0.167 0.975" + ], + [ + "(기술관리 및 뒷정리를 제외한 전 품의 10%)", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1887", + "section": "85013-11-3 Batcher Plant 설치", + "line": 3430, + "headers": [ + "직 종", + "수 량" + ], + "rows": [ + [ + "제 도 공", + "0.785" + ], + [ + "기 계 설 비 공", + "1.830" + ], + [ + "특 별 인 부", + "2.041" + ], + [ + "용 접 공", + "4.972" + ], + [ + "검 사 및 시 험", + "0.962" + ], + [ + "계", + "10.590" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1888", + "section": "85013-11-3 Batcher Plant 설치", + "line": 3443, + "headers": [ + "공 정 별", + "직 종", + "수 량" + ], + "rows": [ + [ + "사 도 및 현 도 괘 서 절 단 용 접 검 사 시 험 및 교 정 (모든 품의 10%)", + "제 관 공 기 계 설 비 공 특 별 인 부 용 접 공 특 별 인 부 용 접 공 특 별 인 부", + "0.785 1.830 0.549 1.067 0.320 3.905 1.172 0.962" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1889", + "section": "85013-11-3 Batcher Plant 설치", + "line": 3452, + "headers": [ + "품 명", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "Truck Crane Trailer A.C Welder 산 소 용 접 기 산 소 절 단 기 Sand Paper 빠 데 광 명 단 페 인 트 개 소 린 걸 레 용 접 봉 산 소 아 세 틸 렌 Wire Brush Grease", + "15 ton 30 ton 30KVA 중형 〃 유성 6,000ℓ입 4,500ℓ입", + "대 대 대 조 조 매 ㎏ ℓ ℓ ℓ ㎏ ㎏ 병 병 개 ㎏", + "1 1 1 1 2 3.282 0.985 6.583 0.386 1.386 1.164 6.742 0.195 0.167 1.741 0.289" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1890", + "section": "85213-11-4 가설자재 손료율", + "line": 3458, + "headers": [ + "번호", + "구 분", + "손료율(%/월)", + "비고" + ], + "rows": [ + [ + "1 2 3 4 5 6", + "IRON WIRE ROPE MANILA ROPE RUBBER HOSE 침목(육송) 천막 공사용 가설전원 가. 1차측(변압기 포함) 나. 2차측", + "4.2 5.6 8.3 3.0 5.6 3.0 5.6", + "내용년수 2년 1.5년 1년 2.7년 1.5년 2.7년 1.5년" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제13장_플랜트설비공사.md" + }, + { + "table_id": "C1891", + "section": "13-11-5 공사별 설치 소모자재[참고](ton당)", + "line": 3464, + "headers": [ + "품 명", + "단위", + "기기", + "철골", + "배관", + "Belt & Conveyor", + "Heater & Tank", + "Pump & Fan", + "Crane 류" + ], + "rows": [ + [ + "산 소", + "병", + "0.109", + "1.5", + "(용접식)5.0", + "1.5", + "0.10", + "0.10", + "0.44" + ], + [ + "아 세 틸 렌", + "병", + "0.084", + "1.25", + "(용접식)3.7", + "1.25", + "0.08", + "0.08", + "0.355" + ], + [ + "용 접 봉 ( 전 기 )", + "㎏", + "0.365", + "2.25", + "(용접식)30.0", + "2.25", + "0.36", + "0.36", + "0.85" + ], + [ + "용 접 봉 ( 산 소 )", + "㎏", + "0.146", + "0.22", + "3.0", + "0.22", + "0.15", + "0.14", + "0.15" + ], + [ + "세 유", + "ℓ", + "0.73", + "0.07", + "0.07", + "0.20", + "0.05", + "0.73", + "2.00" + 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}, + { + "table_id": "C1934", + "section": "2-2-6 제연댐퍼 설치('21년 보완)(㎡당)", + "line": 157, + "headers": [ + "구 분", + "단 위", + "수직덕트 연결방식", + "승강로 연결방식" + ], + "rows": [ + [ + "덕 트 공", + "인", + "2.041", + "1.216" + ], + [ + "보 통 인 부", + "인", + "0.588", + "0.350" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제2장_덕트공사.md" + }, + { + "table_id": "C1935", + "section": "2-2-6 제연댐퍼 설치('21년 보완)(㎡당)", + "line": 167, + "headers": [ + "구 분", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "앵 커 블 라 인 드 리 벳 철 물 실 리 콘", + "1/2〃 D22 철근", + "개 개 ㎏ ㎏", + "20 75 12.5 1.25" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제2장_덕트공사.md" + }, + { + "table_id": "C1936", + "section": "3-1 배관보온3-1-1 일반마감 배관보온('92, '14, '20, '24년 보완)(일당)", + "line": 8, + "headers": [ + "구 분", + "단 위", + "수 량", + "배관규격 (mm)", + "시공량(m)", + "", + "", + "", + "", + "" + ], + "rows": [ + [ + "", + "", + "", + "", + "고무발포보온재", + "", + "발포폴리에틸렌 보온재", + "", + "유리면보온재 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], + [ + "37 ㎾ 이하", + "인", + "1.566", + "0.499" + ], + [ + "55 ㎾ 이하", + "인", + "1.988", + "0.634" + ], + [ + "75 ㎾ 이하", + "인", + "2.378", + "0.758" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제4장_펌프및공기설비공사.md" + }, + { + "table_id": "C1947", + "section": "4-2 송풍기 및 환풍기4-2-1 송풍기 설치('15년 보완)(대당)", + "line": 28, + "headers": [ + "송풍기규격", + "편흡입", + "", + "양흡입", + "" + ], + "rows": [ + [ + "호칭 번호", + "기계설비공(인)", + "보통인부(인)", + "기계설비공(인)", + "보통인부(인)" + ], + [ + "032(2)", + "1.042", + "0.309", + "1.377", + "0.409" + ], + [ + "036(2⅓)", + "1.111", + "0.330", + "1.469", + "0.436" + ], + [ + "040(2⅔)", + "1.200", + "0.356", + "1.586", + "0.471" + ], + [ + "045(3)", + "1.313", + "0.390", + "1.735", + "0.515" + ], + [ + "050(3⅓)", + "1.440", + "0.428", + "1.903", + "0.565" + ], + [ + "056(3⅔)", + "1.613", + "0.479", + "2.132", + "0.633" + ], + [ + "063(4)", + "1.843", + "0.547", + "2.435", + "0.723" + ], + [ + "071(4⅔)", + "2.142", + "0.636", + "2.830", + 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"ø15mm", + "ø20mm", + "ø25mm", + "ø32mm", + "ø40mm", + "ø50mm" + ], + [ + "배 관 공", + "인", + "0.632", + "0.856", + "1.081", + "1.396", + "1.756", + "2.206" + ], + [ + "보 통 인 부", + "인", + "0.235", + "0.319", + "0.402", + "0.519", + "0.653", + "0.820" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제4장_펌프및공기설비공사.md" + }, + { + "table_id": "C1955", + "section": "5-3 플랙시블 이음 및 팽창이음5-3-1 익스팬션조인트 설치('07, '19년 보완)(개당)", + "line": 13, + "headers": [ + "규 격(㎜)", + "수 량", + "", + "", + "" + ], + "rows": [ + [ + "", + "복식", + "", + "단식", + "" + ], + [ + "", + "배 관 공(인)", + "보통인부(인)", + "배 관 공(인)", + "보통인부(인)" + ], + [ + "ø20∼25", + "0.219", + "0.142", + "0.195", + "0.122" + ], + [ + "32", + "0.344", + "0.198", + "0.306", + "0.169" + ], + [ + "40", + "0.459", + "0.244", + "0.408", + "0.209" + ], + [ + "50", + "0.611", + "0.301", + "0.544", + "0.258" + ], + [ + "65", + "0.857", + "0.385", + "0.762", + "0.330" + ], + [ + "80", + "1.119", + "0.468", + "0.995", + "0.401" + ], + [ + "100", + "1.490", + "0.577", + "1.325", + "0.494" + ], + [ + "125", + "1.985", + "0.711", + "1.766", + "0.609" + ], + [ + "150", + "2.510", + "0.844", + "2.232", + "0.723" + ], + [ + "200", + "3.633", + "1.107", + "3.231", + "0.948" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제5장_밸브설비공사.md" + }, + { + "table_id": "C1956", + "section": "5-3-2 플랙시블커넥터 설치('07년 신설, '13, '19년 보완)(개당)", + "line": 33, + "headers": [ + "규 격", + "수 량", + "" + ], + "rows": [ + [ + "", + "배 관 공(인)", + "보통인부(인)" + ], + [ + "ø15∼25", + "0.034", + "0.025" + ], + [ + "32∼50", + "0.083", + "0.046" + ], + [ + "65", + "0.191", + "0.095" + ], + [ + "80", + "0.260", + "0.114" + ], + [ + "100", + "0.400", + "0.151" + ], + [ + "125", + "0.560", + "0.193" + ], + [ + "150", + "0.696", + "0.237" + ], + [ + "200", + "0.968", + "0.315" + ], + [ + "250", + "1.250", + "0.393" + ], + [ + "300", + "1.512", + "0.461" + ] + ], + "source_file": 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"table_id": "C1958", + "section": "6-1-2 유량계(원격식) 설치('14, '19, '26년 보완)(개당)", + "line": 77, + "headers": [ + "구 분", + "단 위", + "수 량 (규격)", + "" + ], + "rows": [ + [ + "", + "", + "ø13∼15mm", + "ø20∼32mm" + ], + [ + "배 관 공", + "인", + "0.112", + "0.132" + ], + [ + "보 통 인 부", + "인", + "0.112", + "0.132" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제5장_밸브설비공사.md" + }, + { + "table_id": "C1959", + "section": "6-2 적산열량계6-2-1 세대용 적산열량계 설치('03, '04, '14, '26년 보완)(개당)", + "line": 11, + "headers": [ + "구 분", + "단 위", + "수 량 (규격)", + "" + ], + "rows": [ + [ + "", + "", + "ø13∼15mm", + "ø20∼32mm" + ], + [ + "배 관 공", + "인", + "0.122", + "0.142" + ], + [ + "보 통 인 부", + "인", + "0.122", + "0.142" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제6장_측정기기공사.md" + }, + { + "table_id": "C1960", + "section": "6-2-2 건물용 적산열량계 설치('14, '19, '26년 보완)(개당)", + "line": 24, + "headers": [ + "구 분", + "단 위", + "수 량 (규격)", + "", + "", + "" + ], + "rows": [ + [ + "", + "", + "ø50mm", + "ø65~80mm", + "ø100~125mm", + "ø150mm" + ], + [ + "배 관 공", + "인", + "0.415", + "0.476", + "0.569", + "0.727" + ], + [ + "보 통 인 부", + "인", + "0.415", + "0.476", + "0.569", + "0.727" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제6장_측정기기공사.md" + }, + { + "table_id": "C1961", + "section": "7-1 위생기구류7-1-1 소변기 설치('14, '22, '26년 보완)(개당)", + "line": 50, + "headers": [ + "구 분", + "단 위", + "F.V형 소변기", + "", + "전자감응기 일체형 소변기", + "", + "전자감응기 노출형 소변기", + "", + "전자감응기 벽매립형 소변기", + "" + ], + "rows": [ + [ + "", + "", + "거치형", + "벽걸이형", + "거치형", + "벽걸이형", + "거치형", + "벽걸이형", + "거치형", + "벽걸이형" + ], + [ + "위 생 공", + "인", + "0.747", + "0.784", + "0.796", + "0.835", + "0.907", + "0.952", + "0.934", + "0.980" + ], + [ + "보 통 인 부", + "인", + "0.241", + "0.253", + "0.241", + "0.253", + "0.241", + "0.253", + "0.241", + "0.253" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제6장_측정기기공사.md" + }, + { + "table_id": "C1962", + "section": "7-1-2 대변기 설치('14, '26년 보완)(개당)", + "line": 62, + "headers": [ + "구 분", + "단 위", + "동양식대변기 (F.V형)", + "서양식대변기 (탱크형)", + "서양식대변기 (F.V형)" + ], + "rows": [ + [ + "위 생 공", + "인", + "0.605", + "0.694", + "0.669" + ], + [ + "보 통 인 부", + "인", + "0.174", + "0.200", + "0.193" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제6장_측정기기공사.md" + }, + { + "table_id": "C1963", + "section": "7-1-3 도기세면기 설치('14, '26년 보완)(개당)", + "line": 71, + "headers": [ + "구 분", + "단 위", + "수 량" + ], + "rows": [ + [ + "위 생 공", + "인", + "0.275" + ], + [ + "보 통 인 부", + "인", + "0.065" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제6장_측정기기공사.md" + }, + { + "table_id": "C1964", + "section": "7-1-4 카운터형 세면기 설치(일체형)('14, '26년 보완)(세면기 개당)", + "line": 8, + "headers": [ + "구 분", + "단 위", + "수 량" + ], + "rows": [ + [ + "위 생 공", + "인", + "0.240" + ], + [ + "보 통 인 부", + "인", + "0.094" + ] + ], + "source_file": 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(개당) 구 분 단 위 고정식 높이조절식 위 생 공 인 0.071 0.099", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제7장_위생기구설비공사.md" + }, + { + "table_id": "C1970", + "section": "7-2-2 샤워수전 설치('14, '22, '26년 보완)(개당)", + "line": 65, + "headers": [ + "구 분", + "단 위", + "고정식", + "높이조절식" + ], + "rows": [ + [ + "위 생 공", + "인", + "0.071", + "0.099" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제7장_위생기구설비공사.md" + }, + { + "table_id": "C1971", + "section": "7-2-3 세면기수전 설치('14, '26년 보완)(개당)", + "line": 74, + "headers": [ + "구 분", + "단 위", + "수 량" + ], + "rows": [ + [ + "위 생 공", + "인", + "0.139" + ], + [ + "보 통 인 부", + "인", + "0.028" + ], + [ + "비 고", + "- 냉수 또는 온수만 전용으로 하는 수전은 30% 감하여 적용한다.", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제7장_위생기구설비공사.md" + }, + { + "table_id": "C1972", + "section": "7-2-4 씽크수전 설치('14, '26년 보완)(개당)", + "line": 85, + "headers": [ + "구 분", + "단 위", + "수 량" + ], + "rows": 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[ + "장 비 명", + "규 격", + "사 용 기 간" + ], + "rows": [ + [ + "트 럭 탑 재 형 크 레 인", + "5톤", + "3hr" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/04_기계설비부문/제8장_공기조화설비공사.md" + }, + { + "table_id": "C1994", + "section": "8-3-6 방열기('07년 보완)", + "line": 257, + "headers": [ + "규 격", + "단 위", + "배 관 공", + "보 통 인 부" + ], + "rows": [ + [ + "주 철 재 바 닥 설 치 20절 이하", + "인/조", + "1.10", + "0.10" + ], + [ + "21절 이상", + "인/조", + "1.50", + "0.10" + ], + [ + "벽 걸 이 3절", + "인/조", + "1.60", + "0.20" + ], + [ + "천 장 달 기 3절", + "인/조", + "2.50", + "0.50" + ], + [ + "1 m 길 트", + "인/본", + "0.70", + "0.10" + ], + [ + "콘백터 길이 1m 미만", + "인/조", + "0.80", + "0.10" + ], + [ + "1m 이상", + "인/조", + "1.10", + "0.10" + ], + [ + "베이스보드 1단형길이 2m 미만", + "인/단", + "1.90", + "0.20" + ], + [ + "2m이상", + "인/단", + "2.40", + "0.20" + ], + [ + "강판제 및 알루미늄제 방열기 1m 미만", + "인/조", + "0.44", + "0.06" + ], + [ + "1m 이상", + "인/조", + "0.60", + "0.06" + ] + ], + "source_file": 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보완)(일당)", + "line": 492, + "headers": [ + "구 분", + "규 격", + "단위", + "수량", + "본당 중량(㎏)", + "", + "", + "", + "", + "", + "", + "" + ], + "rows": [ + [ + "", + "", + "", + "", + "50∼ 500 미만", + "500∼ 700 미만", + "700∼ 900 미만", + "900∼ 1,100 미만", + "1,100~1 ,300미만", + "1,300~ 1,500 미만", + "1,500~ 1,800 미만", + "1,800~ 2,100 미만" + ], + [ + "특 별 인 부 보 통 인 부", + "", + "인 인", + "2 1", + "84", + "66", + "57", + "50", + "44", + "34", + "30", + "26" + ], + [ + "크 레 인", + "10ton", + "대", + "1", + "", + "", + "", + "", + "", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/05_유지관리부문/제1장_공통.md" + }, + { + "table_id": "C2054", + "section": "유지관리부문 제2장 토목", + "line": 8, + "headers": [ + "구 분", + "규 격", + "단 위", + "수 량", + "시공량(m)", + "" + ], + "rows": [ + [ + "", + "", + "", + "", + "아스팔트포장", + "콘크리트포장" + ], + [ + "특 별 인 부 보 통 인 부", + "", + "인 인", + "1 1", + "500", + "450" + ], + [ + "커 터", + "320-400㎜", + "대", + "1", + "", + "" + ], + [ + "동 력 분 무 기", + "4.85㎾", 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"resources/knowledge/original/원가계산/건설공사_표준품셈/05_유지관리부문/제2장_토목.md" + }, + { + "table_id": "C2057", + "section": "2-1-4 아스팔트 포장 절삭 후 아스팔트 덧씌우기(1회 절삭, 2회 포장)('24년 신설, ‘25, ‘26년 보완)(일당)", + "line": 50, + "headers": [ + "구 분", + "규 격", + "단위", + "A-Type", + "", + "B-Type", + "" + ], + "rows": [ + [ + "", + "", + "", + "수 량", + "시공량 (㎡)", + "수 량", + "시공량 (㎡)" + ], + [ + "포 장 공 보 통 인 부", + "", + "인 인", + "4 2", + "2,600", + "4 2", + "1,800" + ], + [ + "노 면 파 쇄 기", + "2m", + "대", + "2", + "", + "2", + "" + ], + [ + "로더(타이어)+소형노면파쇄기", + "0.95㎥", + "대", + "1", + "", + "1", + "" + ], + [ + "로 더 ( 타 이 어 )", + "0.57㎥", + "대", + "3", + "", + "2", + "" + ], + [ + "아 스 팔 트 피 니 셔", + "3.0m", + "대", + "1", + "", + "1", + "" + ], + [ + "머 캐 덤 롤 러", + "10∼12t", + "대", + "1", + "", + "1", + "" + ], + [ + "타 이 어 롤 러", + "8∼15t", + "대", + "1", + "", + "1", + "" + ], + [ + "탠 덤 롤 러", + "5∼8t", + "대", + "1", + "", + "1", + "" + ], + [ + "아 스 팔 트 디 스 트 리 뷰 터", + "3,800L", + "대", + "1", + "", + "1", + "" + ], + [ + "살 수 차", + "16,000ℓ", + "대", + "1", + "", + "1", + "" + ], + [ + "비 고", + "- 일당시공량 내에 회전교차로 1개소를 포함한 경우는 시공량의 17%를 감하여 적용한다.", + "", + "", + "", + "", + "" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/05_유지관리부문/제2장_토목.md" + }, + { + "table_id": "C2058", + "section": "2-1-4 아스팔트 포장 절삭 후 아스팔트 덧씌우기(1회 절삭, 2회 포장)('24년 신설, ‘25, ‘26년 보완)(일당)", + "line": 70, + "headers": [ + "구 분", + "적 용 기 준" + ], + "rows": [ + [ + "A Type", + "- 고속도로, 자동차전용도로, 평면교차로가 없는 일반도로 등과 같이 시공구간이 연결되어 있는 경우" + ], + [ + "B Type", + "- 평면교차로 등으로 인해 시공구간이 단절되어 일시적인 장비의 이동이 발생하되, 이동을 위한 장비의 운반이 발생되지 않는 경우" + ] + ], + "source_file": "resources/knowledge/original/원가계산/건설공사_표준품셈/05_유지관리부문/제2장_토목.md" + }, + { + "table_id": "C2059", + "section": "1-6-6 포장줄눈 절단/1-6-7 포장줄눈 설치’를 참조하며 1차줄눈컷팅과 줄눈설치를 적용한다.제2장 토목8752-1-6 아스팔트 절삭 및 덧씌우기('14, '20, '24년 보완)(일당)", + "line": 84, + "headers": [ + "구 분", + "규 격", + "단 위", + "절삭", + "", + "덧씌우기 포장", + "" + ], + "rows": [ + [ + "", + "", + "", + "수 량", + 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"table_id": "F0008", + "section": "1-3-1. 재료의 할증", + "line": 857, + "headers": [ + "종 류", + "정 치 식 (％)", + "기 타 (％)" + ], + "rows": [ + [ + "시 멘 트", + "2", + "3" + ], + [ + "잔골재ㆍ채움재", + "10", + "12" + ], + [ + "굵 은 골 재", + "3", + "5" + ], + [ + "아 스 팔 트", + "2", + "3" + ], + [ + "석 분", + "2", + "3" + ], + [ + "혼 화 재", + "2", + "-" + ] + ] + }, + { + "table_id": "F0009", + "section": "1-3-1. 재료의 할증", + "line": 869, + "headers": [ + "종 류", + "할 증 률 (％)" + ], + "rows": [ + [ + "모 래", + "6" + ], + [ + "부순돌ㆍ자갈ㆍ막자갈", + "4" + ], + [ + "석 분", + "0" + ], + [ + "점 질 토", + "6" + ] + ] + }, + { + "table_id": "F0010", + "section": "1-3-1. 재료의 할증", + "line": 878, + "headers": [ + "종 류", + "할 증 률 (％)" + ], + "rows": [ + [ + "모 래", + "4" + ] + ] + }, + { + "table_id": "F0011", + "section": "1-3-1. 재료의 할증", + "line": 884, + "headers": [ + "종 류", + "할 증 률 (％)" + ], + "rows": [ + [ + "원 형 철 근", + "5" + ], + [ + "이 형 철 근", + "3" + ], + [ + "이형철근 (교량·지하철 및 이와 유사한 복잡한 구조물의 주철근)", + "6-7" + ], + [ + "강 판", + 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"0.0017", + "97,000", + "" + ], + [ + "동력상하차기, 임업용 굴착기(우드그래플)", + "0.0015", + "60,000", + "" + ], + [ + "타워야더(RME 300T)", + "0.0008", + "180,000", + "" + ], + [ + "스윙야더(기본차량 포함)", + "0.0010", + "160,000", + "" + ], + [ + "초소형 포워더", + "0.0008", + "85,000", + "" + ], + [ + "소형 포워더", + "0.0008", + "150,000", + "" + ], + [ + "소형트럭", + "0.0027", + "20,000", + "" + ] + ] + }, + { + "table_id": "F0067", + "section": "2-2-4. 배부식분무기(덩굴 약제처리, ha당)", + "line": 1651, + "headers": [ + "기계명 (규격)", + "손료계수 (1일 1대당)", + "적용기준" + ], + "rows": [ + [ + "배부식분무기", + "0.0084", + "∙ 1대당 1인 작업 ∙ 기계손료 = 손료계수 ×분무기가격×인원" + ] + ] + }, + { + "table_id": "F0068", + "section": "2-2-5. 천공기", + "line": 1661, + "headers": [ + "규 격", + "손료계수", + "적용기준" + ], + "rows": [ + [ + "45cc (배기량 기준)", + "0.0084", + "∙ 천공인부 1인당 1대 적용 (계산식 : 손료계수×천공기가격×인원)" + ] + ] + }, + { + "table_id": "F0069", + "section": "2-2-6. 양수기(유인헬기 방제용)", + "line": 1670, + "headers": [ + "규 격", + "손료계수(1일 1대당)", + "비 고" + ], + "rows": [ + [ + "5HP(양수기)", 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"-", + "-", + "3,349", + "1일 1대당 3인1조 작업 (운전원 1인, 보통인부 2인)" + ] + ] + }, + { + "table_id": "F0074", + "section": "2-2-11. 기타장비", + "line": 1717, + "headers": [ + "기 계 명", + "기계손료(시간당 적용기준)" + ], + "rows": [ + [ + "손료계수(10⁻⁷)", + "적용기준" + ], + [ + "굴착기(0.2～0.8㎥)", + "｢건설공사 표준품셈 공통부문, 8-3-1 [00]토공기계,(0201)굴착기(무한궤도), (0211)굴착기(타이어)(2025)｣적용" + ], + [ + "부착용집게(0.2～0.8㎥)", + "｢건설공사 표준품셈 공통부문, 8-3-8 [70]기타기계, (7206)부착용 집게(2025)｣ 적용" + ], + [ + "트럭탑재형크레인", + "｢건설공사 표준품셈 공통부문, 8-3-3 [20]운반 및 하역기계, (2105)트랙터탑재형 크레인(2025)｣ 적용" + ], + [ + "타이어형크레인", + "｢건설공사 표준품셈 공통부문, 8-3-3 [20]운반 및 하역기계, (2104)크레인(타이어)(2025)｣ 적용" + ] + ] + }, + { + "table_id": "F0075", + "section": "3-1. 경계표시", + "line": 1731, + "headers": [ + "(단위 : 인/ha)", + "" + ], + "rows": [ + [ + "소요인력", + "인력구분" + ], + [ + "0.2", + "보통인부" + ] + ] + }, + { + "table_id": "F0076", + "section": "3-2. 작업로 선정", + "line": 1742, + "headers": [ + "(단위 : 인/1일 1km당))", + "", + "" + ], + "rows": [ + [ + "구 분", + "소요인력", + "인력구성" + ], + [ + "작업로 예정선 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"" + ], + "rows": [ + [ + "벌도목 구분", + "벌목량(㎥)", + "인력구분" + ], + [ + "단목", + "20.17", + "벌목부" + ], + [ + "전간목", + "25.50", + "" + ], + [ + "전목", + "40.34", + "" + ] + ] + }, + { + "table_id": "F0084", + "section": "4-1-2. 하베스터(부착형 스트로크)", + "line": 1947, + "headers": [ + "(단위 : ㎥/1인/1일)", + "" + ], + "rows": [ + [ + "벌도ㆍ조재 공정량(㎥)", + "인력구분" + ], + [ + "59.20", + "건설기계운전기사" + ] + ] + }, + { + "table_id": "F0085", + "section": "4-1-2. 하베스터(부착형 스트로크)", + "line": 1957, + "headers": [ + "조재 공정량(㎥)", + "인력구분" + ], + "rows": [ + [ + "154", + "건설기계운전기사1인" + ] + ] + }, + { + "table_id": "F0086", + "section": "4-2-1. 100본당", + "line": 1967, + "headers": [ + "제거 대상목 흉고직경", + "소요인력(인)", + "인력구분", + "비 고", + "", + "" + ], + "rows": [ + [ + "벌목", + "가지제거", + "토막내기", + "", + "", + "" + ], + [ + "10㎝이하", + "0.2", + "0.1", + "0.1", + "벌목부", + "" + ], + [ + "12～14㎝", + "0.4", + "0.1", + "0.1", + "", + "" + ], + [ + "16～18㎝", + "0.6", + "0.2", + "0.2", + "", + "" + ], + [ + "20～22㎝", + "0.7", + "0.2", + "0.3", + "", + "" + ], + [ + "24～26㎝", + "1.0", + "0.2", + "0.2", + "", + "" + ], + [ + "28～30㎝", + "1.2", + "0.4", + "0.4", + "", + "" + ], + [ + "32～34㎝", + "1.9", + "0.5", + "0.5", + "", + "" + ], + [ + "36～38㎝", + "2.4", + "0.7", + "0.7", + "", + "" + ], + [ + "40～42㎝", + "2.9", + "0.8", + "0.8", + "", + "" + ], + [ + "44～46㎝", + "3.6", + "1.1", + "1.1", + "", + "" + ], + [ + "48㎝ 이상", + "4.2", + "1.3", + "1.3", + "", + "" + ], + [ + "작업보조", + "0.6", + "보통인부", + "", + "", + "" + ] + ] + }, + { + "table_id": "F0087", + "section": "4-2-2. 1,000㎡당", + "line": 1997, + "headers": [ + "구 분", + "규격", + "단위", + "나무높이", + "", + "" + ], + "rows": [ + [ + "5m 미만", + "5m이상～8m미만", + "8m 이상", + "", + "", + "" + ], + [ + "벌목부 보통인부", + "", + "인 인", + "2.14 0.51", + "2.80 0.66", + "3.65 0.87" + ], + [ + "굴착기+부착용집게", + "0.2㎥", + "hr", + "2.71", + "3.54", + "4.61" + ], + [ + "비고", + "- 본 품의 집재거리는 100m까지를 기준한 것이므로, 이를 초과하는 경우 매 100m 증가마다 인력품을 30%씩 가산한다.", + "", + "", + "", + "" + ] + ] + }, + { + "table_id": "F0088", + "section": "4-3. 위험목 베기", + "line": 2012, + "headers": [ + "가슴높이지름 (cm)", + "소요인력(인/본당)", + "소요시간(hr)", + "", + "", + "" + ], + "rows": [ + [ + "특별인부", + "벌목부", + "보통인부", + "굴 삭 기 우드그랩", + "크레인", + "" + ], + [ + "16～20cm", + "0.14", + "0.28", + "0.28", + "0.28", + "0.28" + ], + [ + "22～30cm", + "0.18", + "0.36", + "0.36", + "0.36", + "0.36" + ], + [ + "32～40cm", + "0.27", + "0.53", + "0.53", + "0.53", + "0.53" + ], + [ + "42～50cm", + "0.35", + "0.70", + "0.70", + "0.70", + "0.70" + ], + [ + "52cm이상", + "0.38", + "0.75", + "0.75", + "0.75", + "0.75" + ] + ] + }, + { + "table_id": "F0089", + "section": "4-4. 가지정리", + "line": 2041, + "headers": [ + "명 칭", + "1종", + "2종" + ], + "rows": [ + [ + "보통인부", + "0.42", + "0.71" + ] + ] + }, + { + "table_id": "F0090", + "section": "4-5. 벌도 위험목 점검", + "line": 2052, + "headers": [ + "소요인력(인)", + "인력구분" + ], + "rows": [ + [ + "0.13인", + "벌목부" + ] + ] + }, + { + "table_id": "F0091", + "section": "4-6. 벌목부 작업안전 보조", + "line": 2062, + "headers": [ + "소요인력(인)", + "인력구분" + ], + "rows": [ + [ + "1인", + "보통인부" + ] + ] + }, + { + "table_id": "F0092", + "section": "5-1-1. 관목굴취", + "line": 2081, + "headers": [ + "구 분", + "수 량(수고기준)", + "", + "", + "" + ], + "rows": [ + [ + "0.3m 미만", + "0.3∼0.7m 이하", + "0.8∼1.1m 이하", + "1.2∼1.5m 이하", + "" + ], + [ + "특 별 인 부", + "0.084", + "0.168", + "0.264", + "0.408" + ], + [ + "보 통 인 부", + "0.012", + "0.036", + "0.048", + "0.072" + ] + ] + }, + { + "table_id": "F0093", + "section": "5-1-2. 교목굴취(나무높이)", + "line": 2099, + "headers": [ + "나무높이(m)", + "수 량", + "" + ], + "rows": [ + [ + "특별인부", + "보통인부", + "" + ], + [ + "1.0 이하", + "0.072", + "0.012" + ], + [ + "1.1∼1.5", + "0.084", + "0.024" + ], + [ + "1.6∼2.0", + "0.096", + "0.024" + ], + [ + "2.1∼2.5", + "0.120", + "0.036" + ], + [ + "2.6∼3.0", + "0.132", + "0.036" + ], + [ + "3.1∼3.5", + "0.156", + "0.036" + ], + [ + "3.6∼4.0", + "0.180", + "0.048" + ], + [ + "4.1∼4.5", + "0.204", + "0.048" + ], + [ + "4.6∼5.0", + "0.228", + "0.060" + ], + [ + "비 고", + "분이 없는 경우 굴취품의 20%를 감한다.", + "" + ] + ] + }, + { + "table_id": "F0094", + "section": "5-1-3. 교목굴취(근원직경)", + "line": 2125, + "headers": [ + "근원(흉고)직경(㎝)", + "수량", + "", + "", + "" + ], + "rows": [ + [ + "특별인부(인)", + "보통인부(인)", + "굴착기(시간)", + "크레인(시간)", + "" + ], + [ + "4이하", + "0.096", + "0.024", + "", + "" + ], + [ + "5(4이하)", + "0.120", + "0.036", + "", + "" + ], + [ + "6 ∼ 7(5 ∼ 6)", + "0.204", + "0.048", + "", + "" + ], + [ + "8 ∼ 9(7 ∼ 8)", + "0.324", + "0.084", + "", + "" + ], + [ + "10 ∼ 11(9)", + "0.180", + "0.072", + "0.588", + "" + ], + [ + "12 ∼ 14(10 ∼ 12)", + "0.312", + "0.096", + "0.708", + "" + ], + [ + "15 ∼ 17(13 ∼ 14)", + "0.480", + "0.120", + "0.852", + "" + ], + [ + "18 ∼ 19(15 ∼ 16)", + "0.612", + "0.132", + "0.972", + "" + ], + [ + "20 ∼ 24(17 ∼ 20)", + "0.804", + "0.156", + "1.140", + "0.228" + ], + [ + "25 ∼ 29(21 ∼ 24)", + "1.080", + "0.192", + "1.380", + "0.276" + ], + [ + "30 ∼ 34(25 ∼ 28)", + "1.344", + "0.228", + "1.620", + "0.324" + ], + [ + "35 ∼ 39(29 ∼ 32)", + "1.620", + "0.264", + "1.860", + "0.372" + ], + [ + "40 ∼ 44(33 ∼ 37)", + "1.884", + "0.300", + "2.088", + "0.420" + ], + [ + "45 ∼ 49(38 ∼ 41)", + "2.160", + "0.336", + "2.328", + "0.468" + ], + [ + "50 ∼ 54(42 ∼ 45)", + "2.424", + "0.372", + "2.568", + "0.516" + ], + [ + "55 ∼ 59(46 ∼ 49)", + "2.700", + "0.408", + "2.808", + "0.564" + ], + [ + "60(50)", + "2.856", + "0.432", + "2.952", + "0.600" + ], + [ + "비 고", + "분이 없는 경우 굴취품의 20%를 감한다.", + "", + "", + "" + ] + ] + }, + { + "table_id": "F0095", + "section": "5-1-3. 교목굴취(근원직경)", + "line": 2156, + "headers": [ + "근원직경(cm)", + "굴착기(㎥)", + "크레인" + ], + "rows": [ + [ + "10∼ 19", + "0.4", + "-" + ], + [ + "20 ∼ 26", + "0.6", + "트럭탑재형 크레인 10ton" + ], + [ + "27 ∼ 39", + "0.6", + "트럭탑재형 크레인 15ton" + ], + [ + "40 ∼ 60", + "0.6", + "크레인(타이어) 25 ∼ 50ton" + ] + ] + }, + { + "table_id": "F0096", + "section": "5-1-4. 떼채취", + "line": 2167, + "headers": [ + "구 분", + "보통인부(인)", + "비 고" + ], + "rows": [ + [ + "줄떼", + "3.0", + "" + ], + [ + "평떼", + "6.0", + "" + ] + ] + }, + { + "table_id": "F0097", + "section": "5-1-5. 떼운반 적재 기준표", + "line": 2177, + "headers": [ + "구 분", + "줄떼(매)", + "평떼(매)", + "싣고부리기시간(분)", + "싣고부리기인부(인)", + "비 고" + ], + "rows": [ + [ + "지게", + "30", + "10", + "2", + "1", + "" + ], + [ + "리어카", + "150", + "50", + "5", + "2", + "" + ], + [ + "우마차", + "480", + "160", + "13", + "2", + "" + ], + [ + "2.5톤 트럭", + "1,500", + "500", + "20", + "5", + "" + ], + [ + "6톤 트럭", + "3,600", + "1,200", + "50", + "5", + "" + ], + [ + "8톤 트럭", + "4,800", + "1,600", + "60", + "5", + "" + ] + ] + }, + { + "table_id": "F0098", + "section": "5-2. 뿌리돌림", + "line": 2194, + "headers": [ + "근원직경(㎝)", + "수 량", + "근원직경(㎝)", + "수 량", + "", + "" + ], + "rows": [ + [ + "특별인부", + "보통인부", + "특별인부", + "보통인부", + "", + "" + ], + [ + "3", + "0.03", + "0.01", + "36", + "1.86", + "0.22" + ], + [ + "5", + "0.06", + "0.01", + "42", + "2.04", + "0.25" + ], + [ + "7", + "0.11", + "0.01", + "48", + "2.32", + "0.28" + ], + [ + "9", + "0.17", + "0.02", + "54", + "2.79", + "0.33" + ], + [ + "11", + "0.23", + "0.03", + "60", + "3.07", + "0.36" + ], + [ + "13", + "0.30", + "0.03", + "66", + "4.18", + "0.50" + ], + [ + "15", + "0.37", + "0.05", + "72", + "4.65", + "0.55" + ], + [ + "18", + "0.56", + "0.06", + "78", + "5.21", + "0.62" + ], + [ + "21", + "0.65", + "0.08", + "84", + "6.51", + "0.78" + ], + [ + "24", + "0.74", + "0.09", + "90", + "7.06", + "0.85" + ], + [ + "30", + "1.58", + "0.19", + "100", + "7.90", + "0.95" + ] + ] + }, + { + "table_id": "F0099", + "section": "5-3-1. 나무식재", + "line": 2219, + "headers": [ + "구 분", + "규 격", + "소요인력", + "인력구분" + ], + "rows": [ + [ + "소묘식재", + "소 묘", + "3.50", + "특별인부 30% 보통인부 70%" + ], + [ + "중묘식재", + "중 묘", + "4.00", + "" + ], + [ + "대묘식재", + "대 묘", + "5.00", + "" + ] + ] + }, + { + "table_id": "F0100", + "section": "5-3-1. 나무식재", + "line": 2230, + "headers": [ + "수종별", + "소 묘", + "중 묘", + "대 묘" + ], + "rows": [ + [ + "소나무", + "1-1(노)", + "2-0(용)", + "1-1-2(노), 2-2(용)" + ], + [ + "낙엽송", + "", + "1-1, 2-0(용)", + "" + ], + [ + "잣나무", + "2-1(노)", + "2-2(노)", + "2-2-3(노)" + ], + [ + "편백", + "", + "1-1(노), 1-1-1(노), 2-0(용)", + "1-1-2, 2-2(용)" + ], + [ + "삼나무", + "", + "1-1(노)", + "" + ], + [ + "리기테다소나무", + "1-0(노)", + "", + "" + ], + [ + "백합나무", + "1-0(노), 1-1(노)", + "", + "" + ], + [ + "가시나무류", + "2-0(용)", + "", + "" + ], + [ + "※ 위 표에서 ‘노’는 ‘노지묘’이고, ‘용’은 ‘용기묘’이다. ※ 그 밖의 수종은 수종별 간장(최소 간장을 말한다) 및 근원경을 기준으로 아래와 같이 적용하되, 활엽수 삽목묘ㆍ접목묘 대묘는 이를 중묘로 본다. 구분침엽수활엽수소묘간장 20cm미만간장 30cm미만중묘간장 20cm이상 40cm미만 또는간장 40cm이상이고 근원경 8mm미만간장 30cm이상 60cm미만 또는간장 60cm이상이고 근원경 11mm미만대묘간장 40cm이상이고 근원경 8mm이상간장 60cm이상이고 근원경 11mm이상 구분 침엽수 활엽수 소묘 간장 20cm미만 간장 30cm미만 중묘 간장 20cm이상 40cm미만 또는 간장 40cm이상이고 근원경 8mm미만 간장 30cm이상 60cm미만 또는 간장 60cm이상이고 근원경 11mm미만 대묘 간장 40cm이상이고 근원경 8mm이상 간장 60cm이상이고 근원경 11mm이상", + "", + "", + "" + ] + ] + }, + { + "table_id": "F0101", + "section": "5-3-1. 나무식재", + "line": 2242, + "headers": [ + "구분", + "침엽수", + "활엽수" + ], + "rows": [ + [ + "소묘", + "간장 20cm미만", + "간장 30cm미만" + ], + [ + "중묘", + "간장 20cm이상 40cm미만 또는 간장 40cm이상이고 근원경 8mm미만", + "간장 30cm이상 60cm미만 또는 간장 60cm이상이고 근원경 11mm미만" + ], + [ + "대묘", + "간장 40cm이상이고 근원경 8mm이상", + "간장 60cm이상이고 근원경 11mm이상" + ] + ] + }, + { + "table_id": "F0102", + "section": "5-3-2. 관목식재(단식)", + "line": 2254, + "headers": [ + "구 분", + "수 량(수고기준)", + "", + "", + "" + ], + "rows": [ + [ + "0.3m 미만", + "0.3∼0.7m 이하", + "0.8∼1.1m 이하", + "1.2∼1.5m 이하", + "" + ], + [ + "특 별 인 부", + "0.19", + "0.24", + "0.40", + "0.57" + ], + [ + "보 통 인 부", + "0.06", + "0.08", + "0.13", + "0.18" + ] + ] + }, + { + "table_id": "F0103", + "section": "5-3-3. 관목식재(군식)", + "line": 2272, + "headers": [ + "구 분", + "수 량(수고기준)", + "", + "", + "" + ], + "rows": [ + [ + "0.3m 미만", + "0.3∼0.7m 이하", + "0.8∼1.1m 이하", + "1.2∼1.5m 이하", + "" + ], + [ + "특 별 인 부", + "0.07", + "0.10", + "0.15", + "0.21" + ], + [ + "보 통 인 부", + "0.02", + "0.03", + "0.05", + "0.07" + ] + ] + }, + { + "table_id": "F0104", + "section": "5-3-4. 교목식재(나무높이)", + "line": 2291, + "headers": [ + "나 무 높 이(m)", + "수 량", + "", + "", + "", + "" + ], + "rows": [ + [ + "인 력 시 공", + "기 계 시 공", + "", + "", + "", + "" + ], + [ + "특별인부(인)", + "보통인부(인)", + "특별인부(인)", + "보통인부(인)", + "굴착기(시간)", + "" + ], + [ + "1.0 이하", + "0.07", + "0.06", + "-", + "-", + "-" + ], + [ + "1.1 ∼ 1.5", + "0.09", + "0.07", + "-", + "-", + "-" + ], + [ + "1.6 ∼ 2.0", + "0.11", + "0.09", + "-", + "-", + "-" + ], + [ + "2.1 ∼ 2.5", + "0.15", + "0.12", + "0.10", + "0.06", + "0.19" + ], + [ + "2.6 ∼ 3.0", + "0.19", + "0.14", + "0.11", + "0.07", + "0.23" + ], + [ + "3.1 ∼ 3.5", + "0.23", + "0.17", + "0.13", + "0.07", + "0.26" + ], + [ + "3.6 ∼ 4.0", + "0.29", + "0.20", + "0.15", + "0.08", + "0.31" + ], + [ + "4.1 ∼ 4.5", + "0.33", + "0.23", + "0.16", + "0.09", + "0.35" + ], + [ + "4.6 ∼ 5.0", + "0.38", + "0.27", + "0.17", + "0.10", + "0.40" + ], + [ + "비고", + "- 지주목을 세우지 않을 때는 다음의 요율을 감한다. 인력시공시기계시공시인력품의 10%인력품의 20% 인력시공시 기계시공시 인력품의 10% 인력품의 20%", + "", + "", + "", + "" + ] + ] + }, + { + "table_id": "F0105", + "section": "5-3-4. 교목식재(나무높이)", + "line": 2306, + "headers": [ + "인력시공시", + "기계시공시" + ], + "rows": [ + [ + "인력품의 10%", + "인력품의 20%" + ] + ] + }, + { + "table_id": "F0106", + "section": "5-3-5. 교목식재(흉고직경)", + "line": 2322, + "headers": [ + "흉고(근원)직경(㎝)", + "수 량", + "", + "", + "" + ], + "rows": [ + [ + "특별인부(인)", + "보통인부(인)", + "굴착기(시간)", + "크레인(시간)", + "" + ], + [ + "4(5)이하", + "0.10", + "0.06", + "-", + "-" + ], + [ + "5(6)", + "0.17", + "0.08", + "-", + "-" + ], + [ + "6 ∼ 7(7 ∼ 8)", + "0.26", + "0.13", + "-", + "-" + ], + [ + "8 ∼ 9(9 ∼ 11)", + "0.19", + "0.11", + "0.37", + "-" + ], + [ + "10 ∼ 11(12 ∼ 13)", + "0.24", + "0.13", + "0.43", + "-" + ], + [ + "12 ∼ 14(14 ∼ 17)", + "0.31", + "0.15", + "0.52", + "-" + ], + [ + "15 ∼ 17(18 ∼ 20)", + "0.39", + "0.17", + "0.64", + "-" + ], + [ + "18 ∼ 19(21 ∼ 23)", + "0.47", + "0.20", + "0.72", + "0.21" + ], + [ + "20 ∼ 24(24 ∼ 29)", + "0.56", + "0.22", + "0.85", + "0.26" + ], + [ + "25 ∼ 29(30 ∼ 35)", + "0.69", + "0.26", + "1.03", + "0.34" + ], + [ + "30 ∼ 34(36 ∼ 41)", + "0.83", + "0.30", + "1.21", + "0.42" + ], + [ + "35 ∼ 39(42 ∼ 47)", + "0.97", + "0.35", + "1.39", + "0.50" + ], + [ + "40 ∼ 44(48 ∼ 53)", + "1.11", + "0.38", + "1.56", + "0.58" + ], + [ + "45 ∼ 49(54 ∼ 59)", + "1.24", + "0.43", + "1.75", + "0.66" + ], + [ + "50(60)", + "1.33", + "0.45", + "1.85", + "0.70" + ], + [ + "비고", + "- 지주목을 세우지 않을 때는 다음의 요율을 감한다. 인력시공시기계시공시인력품의 10%인력품의 20% 인력시공시 기계시공시 인력품의 10% 인력품의 20%", + "", + "", + "" + ] + ] + }, + { + "table_id": "F0107", + "section": "5-3-5. 교목식재(흉고직경)", + "line": 2342, + "headers": [ + "인력시공시", + "기계시공시" + ], + "rows": [ + [ + "인력품의 10%", + "인력품의 20%" + ] + ] + }, + { + "table_id": "F0108", + "section": "5-3-5. 교목식재(흉고직경)", + "line": 2355, + "headers": [ + "흉고직경(cm)", + "굴착기(㎥)", + "크레인" + ], + "rows": [ + [ + "8 ∼ 17", + "0.4", + "-" + ], + [ + "18 ∼ 22", + "0.6", + "트럭탑재형 크레인 10ton" + ], + [ + "23 ∼ 34", + "0.6", + "트력탑재형 크레인 15ton" + ], + [ + "35 ∼ 50", + "0.6", + "크레인(타이어) 25 ∼ 50ton" + ] + ] + }, + { + "table_id": "F0109", + "section": "5-4. 파종조림", + "line": 2366, + "headers": [ + "구 분", + "내 용", + "소요인력 (인/ha)", + "인력구분" + ], + "rows": [ + [ + "파종상 만들기", + "40cm×40cm×5,000개", + "6", + "보통인부" + ], + [ + "80cm×80cm×5,000개", + "11", + "", + "" + ], + [ + "파종상에 점파", + "5,000판×3립", + "7.2", + "" + ], + [ + "파종상 없이", + "조 파", + "9.2", + "" + ], + [ + "점 파", + "7.2", + "", + "" + ] + ] + }, + { + "table_id": "F0110", + "section": "5-5. 천연하종갱신", + "line": 2383, + "headers": [ + "구 분", + "내 용", + "소요인력 (인/ha)", + "인력구분" + ], + "rows": [ + [ + "지면긁기작업", + "폭 30～40cm × 열간거리 2m (전면적의 15～20%)", + "8", + "보통인부" + ], + [ + "폭 80cm × 열간거리 2m (전면적의 40%)", + "15", + "", + "" + ] + ] + }, + { + "table_id": "F0111", + "section": "5-6. 움싹갱신", + "line": 2396, + "headers": [ + "구 분", + "내 용", + "소요인력 (인/ha)", + "인력구분" + ], + "rows": [ + [ + "맹아근주 정리작업", + "맹아근주 900본 기준", + "4.95", + "특별인부 50% 보통인부 50%" + ] + ] + }, + { + "table_id": "F0112", + "section": "5-7. 생태보완조림", + "line": 2409, + "headers": [ + "구 분", + "내 용", + "소요인력(인/ha)", + "인력구분" + ], + "rows": [ + [ + "움싹본수조절", + "그루터기 900본 기준", + "4.15", + "특별인부 30% 보통인부 70%" + ], + [ + "치수이식", + "치수 100본 기준", + "0.50", + "" + ], + [ + "보완조림", + "현장 여건에 맞게 적용", + "묘목규격에 따라 차등적용", + "" + ] + ] + }, + { + "table_id": "F0113", + "section": "5-8. 큰나무 공익조림", + "line": 2426, + "headers": [ + "구 분", + "규 격", + "소요인력 (인/본)", + "인력구분" + ], + "rows": [ + [ + "큰나무 식재", + "R2㎝(h1.0∼1.5m)이상", + "0.16", + "특별인부 30% 보통인부 70%" + ] + ] + }, + { + "table_id": "F0114", + "section": "5-9. 해안조림", + "line": 2439, + "headers": [ + "구 분", + "식 혈", + "식 재", + "비 고" + ], + "rows": [ + [ + "보통인부", + "0.47", + "0.17", + "" + ] + ] + }, + { + "table_id": "F0115", + "section": "5-10. 사방조림", + "line": 2456, + "headers": [ + "명 칭", + "규 격", + "수 량", + "단 위", + "비 고" + ], + "rows": [ + [ + "묘목", + "1～0", + "4,000", + "본", + "묘목 : 1년생 본수 : 4,000본" + ], + [ + "요소", + "46%", + "", + "kg", + "" + ], + [ + "인산", + "20%", + "", + "kg", + "" + ], + [ + "운반비", + "", + "72.4", + "kg", + "별도 계상, 운반조견표 참조" + ], + [ + "특별인부", + "", + "1.33", + "인", + "" + ], + [ + "보통인부", + "", + "20", + "인", + "" + ] + ] + }, + { + "table_id": "F0116", + "section": "5-11. 사초심기", + "line": 2475, + "headers": [ + "구 분", + "사초굴취", + "사초식재", + "비 고" + ], + "rows": [ + [ + "보통인부(인)", + "0.43", + "0.72", + "" + ] + ] + }, + { + "table_id": "F0117", + "section": "5-12. 떼붙임(재배잔디)", + "line": 2496, + "headers": [ + "구 분", + "보통인부(인)", + "비 고" + ], + "rows": [ + [ + "줄떼", + "4.0～5.0", + "" + ], + [ + "평떼", + "5.0～7.0", + "" + ] + ] + }, + { + "table_id": "F0118", + "section": "5-13. 떼심기", + "line": 2511, + "headers": [ + "구 분", + "보통인부(인)", + "비 고" + ], + "rows": [ + [ + "줄떼심기", + "4.5", + "평탄지용" + ], + [ + "띠떼심기", + "6.0", + "경사지용" + ] + ] + }, + { + "table_id": "F0119", + "section": "5-14. 새심기", + "line": 2526, + "headers": [ + "공정별", + "단 위", + "수 량", + "비 고" + ], + "rows": [ + [ + "새채집", + "㎡", + "1", + "1㎡당 10주, 1주는 5본기준" + ], + [ + "요소", + "kg", + "0.02", + "" + ], + [ + "인산", + "kg", + "0.126", + "" + ], + [ + "보통인부 (채집)", + "인", + "0.0328", + "" + ], + [ + "보통인부 (심기)", + "인", + "0.0328", + "" + ], + [ + "새운반", + "㎡", + "1", + "조견표에 의함" + ] + ] + }, + { + "table_id": "F0120", + "section": "5-15. 바자얽기", + "line": 2546, + "headers": [ + "명 칭", + "규 격", + "수 량", + "단 위", + "비 고" + ], + "rows": [ + [ + "말뚝", + "직경4～6㎝, 길이120㎝ 기준", + "20", + "개", + "" + ], + [ + "보통인부", + "", + "3.26", + "인", + "단절고 0.59m, 계단폭 0.7m" + ], + [ + "특별인부", + "", + "0.22", + "인", + "말뚝 1m당 2개 사용" + ] + ] + }, + { + "table_id": "F0121", + "section": "5-16-1. 단끊기", + "line": 2565, + "headers": [ + "공정별", + "보통인부(인)", + "비고", + "", + "" + ], + "rows": [ + [ + "보통토사", + "경질ㆍ고사점토 및 자갈섞인 점토", + "호박돌 섞인 토사", + "", + "" + ], + [ + "절 취", + "2.4", + "3.3", + "5.4", + "" + ], + [ + "수평잡기 및 단정리", + "0.34", + "0.34", + "0.34", + "" + ], + [ + "잡석 및 뿌리 정리", + "0.36", + "0.36", + "0.36", + "" + ], + [ + "절·성토면 고르기", + "1.17", + "1.17", + "1.17", + "" + ], + [ + "합계", + "2.03", + "2.09", + "2.23", + "" + ] + ] + }, + { + "table_id": "F0122", + "section": "5-16-2. 선떼붙이기", + "line": 2585, + "headers": [ + "공정별", + "단 위", + "수 량", + "비 고" + ], + "rows": [ + [ + "단끊기", + "m", + "1", + "" + ], + [ + "떼붙임", + "㎡", + "물량산출", + "" + ], + [ + "떼운반", + "㎡", + "물량산출", + "" + ], + [ + "떼 지게운반", + "㎡", + "물량산출", + "" + ] + ] + }, + { + "table_id": "F0123", + "section": "5-17-1. 떼조공", + "line": 2603, + "headers": [ + "공정별", + "단 위", + "수 량", + "비 고" + ], + "rows": [ + [ + "단끊기", + "m", + "1", + "" + ], + [ + "줄떼심기", + "㎡", + "물량산출", + "" + ], + [ + "떼운반", + "㎡", + "물량산출", + "" + ], + [ + "떼 지게운반", + "㎡", + "물량산출", + "" + ] + ] + }, + { + "table_id": "F0124", + "section": "5-17-2. 돌조공", + "line": 2617, + "headers": [ + "공정별", + "단 위", + "수 량", + "비 고" + ], + "rows": [ + [ + "단끊기", + "m", + "1", + "단끊기 품셈 적용" + ], + [ + "돌쌓기", + "㎡", + "물량산출", + "막돌을 채취하여 사용" + ], + [ + "돌운반", + "㎡", + "물량산출", + "조견표에 의함" + ] + ] + }, + { + "table_id": "F0125", + "section": "5-18. 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JOINT FILLER", + "line": 6748, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "자재", + "JOINT FILLER", + "㎡", + "1.1", + "10% 할증" + ], + [ + "접착제", + "kg", + "0.30", + "", + "" + ], + [ + "인력(설치비)", + "보통인부", + "인", + "0.08", + "" + ] + ] + }, + { + "table_id": "F0377", + "section": "12-27-3. 실런트(20×25mm)", + "line": 6758, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "자재", + "실런트", + "㎥", + "0.70", + "0.02×0.025×1400kg/㎥" + ], + [ + "인력(설치비)", + "방수공", + "인", + "0.04", + "" + ] + ] + }, + { + "table_id": "F0378", + "section": "12-28. 신구 BOX접합", + "line": 6767, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "자재", + "에폭시 접착제", + "kg", + "1.20", + "" + ], + [ + "시너", + "ℓ", + "0.21", + "", + "" + ], + [ + "인력", + "미장공", + "인", + "0.12", + "" + ] + ] + }, + { + "table_id": "F0379", + "section": "12-29. 스페이셔 설치(몰탈 블록)", + "line": 6775, + "headers": [ + "구 분", + "적 용", + "비 고" + ], + "rows": [ + [ + "재료비", + "", + "필요수량" + ], + [ + "설치비", + "재료비의 5%", + "" + ] + ] + }, + { + "table_id": "F0380", + "section": "12-30-1. 신축 이음부(D32m/m, L=1000m/m)", + "line": 6786, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "자재", + "강봉", + "EA", + "별도계상", + "" + ], + [ + "철근가공조립(간단)", + "ton", + "강봉수량", + "", + "" + ], + [ + "P.V.C 파이프(Ø35mm)", + "m", + "", + "", + "" + ], + [ + "인력", + "특별인부", + "인", + "0.1", + "" + ], + [ + "보통인부", + "인", + "0.001", + "", + "" + ] + ] + }, + { + "table_id": "F0381", + "section": "12-30-2. 접속스라브부(D29m/m, L=500m/m)", + "line": 6798, + "headers": [ + "구 분", + "규격", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "재료", + "원형철근", + "∅29m/m, L=500m/m", + "ton", + "", + "별도계상" + ], + [ + "탄성고무받침", + "150×150×15", + "㎡", + "", + "", + "" + ], + [ + "스티로폴", + "T=20m/m", + "㎡", + "", + "", + "" + ], + [ + "TAR PAPER", + "T=15m/m", + "㎡", + "", + "", + "" + ], + [ + "채움재(아스팔트)", + "", + "㎥", + "0.001", + "", + "" + ], + [ + "다웰바캡", + "D=50m/m", + "m", + "", + "", + "" + ], + [ + "조립", + "철근가공조립", + "보통", + "ton", + "", + "" + ], + [ + "인력", + "특별인부", + "", + "인", + "0.1", + "" + ], + [ + "보통인부", + "", + "인", + "0.001", + "", + "" + ] + ] + }, + { + "table_id": "F0382", + "section": "12-31. 물끊기 홈(NOTCH) 설치", + "line": 6814, + "headers": [ + "구 분", + "적 용", + "비 고" + ], + "rows": [ + [ + "재료비", + "", + "" + ], + [ + "설치비", + "주재료비의 5%", + "" + ] + ] + }, + { + "table_id": "F0383", + "section": "12-32. 전선관 설치(P.V.C ø54m/m)", + "line": 6823, + "headers": [ + "구 분", + "적 용", + "비 고" + ], + "rows": [ + [ + "재료비", + "P.V.C ∅54m/m", + "" + ], + [ + "설치비", + "주재료비의 10%", + "" + ] + ] + }, + { + "table_id": "F0384", + "section": "12-33. 비닐깔기", + "line": 6832, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "재료", + "t=0.08m/m", + "㎡", + "0.08", + "" + ], + [ + "인력", + "보통인부", + "인", + "0.004", + "" + ] + ] + }, + { + "table_id": "F0385", + "section": "12-34-1. 콘크리트 타설(철근 진동기포함)", + "line": 6843, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "자재", + "콘크리트(레미콘)", + "㎥", + "", + "별도계상" + ], + [ + "인력", + "콘크리트공", + "인", + "0.17", + "" + ], + [ + "보통인부", + "인", + "0.29", + "", + "" + ], + [ + "기계", + "콘크리트 진동기(3.5HP)", + "대", + "2", + "(Q=5.4㎥/hr)" + ], + [ + "봉상후렉시블(45mm)", + "대", + "2", + "(Q=5.4㎥/hr)", + "" + ] + ] + }, + { + "table_id": "F0386", + "section": "12-34-2. 합판거푸집(3회 0～7m)", + "line": 6855, + "headers": [ + "구 분", + "적 용", + "비 고" + ], + "rows": [ + [ + "재료비", + "1회 기준 46.1%", + "" + ], + [ + "노무비", + "1회 기준 47.1%", + "" + ] + ] + }, + { + "table_id": "F0387", + "section": "12-34-3. 철근가공조립(보통)", + "line": 6864, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "자재", + "결속선(R-0.9mm)", + "kg", + "6.5", + "" + ], + [ + "인력", + "철근공", + "인", + "3.8", + "" + ], + [ + "보통인부", + "인", + "2.2", + "", + "" + ], + [ + "고철대(감)", + "%", + "3", + "", + "" + ], + [ + "철근", + "이형철근", + "ton", + "별도계상", + "" + ], + [ + "운반", + "철근", + "ton", + "별도계상", + "" + ] + ] + }, + { + "table_id": "F0388", + "section": "12-34-4. 채움재(T=20m/m)", + "line": 6877, + "headers": [ + "구 분", + "적 용", + "비 고" + ], + "rows": [ + [ + "재료비", + "JOINT FILLER", + "" + ] + ] + }, + { + "table_id": "F0389", + "section": "12-35. 콘크리트 표면 강화재(하드너)", + "line": 6885, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "자재", + "", + "", + "필요수량", + "" + ], + [ + "설치", + "미장공", + "인", + "0.14", + "" + ], + [ + "보통인부", + "인", + "0.05", + "", + "" + ] + ] + }, + { + "table_id": "F0390", + "section": "12-36. P.C BOX 설치", + "line": 6895, + "headers": [ + "구 분", + "적 용", + "비 고" + ], + "rows": [ + [ + "제작비", + "견적처리", + "" + ], + [ + "운송비", + "견적처리", + "" + ], + [ + "설치비", + "견적처리", + "" + ] + ] + }, + { + "table_id": "F0391", + "section": "12-37. 콘크리트 타설(무근진동기 제외)", + "line": 6905, + "headers": [ + "구 분", + "단위", + "적 용", + "비 고", + "" + ], + "rows": [ + [ + "자재", + "콘크리트", + "", + "", + "레미콘(별도계상)" + ], + [ + "인력", + "콘크리트공", + "인", + "0.15", + "" + ], + [ + "보통인부", + "인", + "0.27", + "", + "" + ] + ] + }, + { + "table_id": "F0392", + "section": "12-38-1. 사용횟수", + "line": 6915, + "headers": [ + "구 분", + "사용 조작 회수" + ], + "rows": [ + [ + "패 널 류 보, 드롭헤드, 강관파이프, 훅  클래프, 웨지핀", + "12회 사용 잔존율 25% 25회 사용 잔존율 10%" + ] + ] + }, + { + "table_id": "F0393", + "section": "12-38-2. 사용수량", + "line": 6925, + "headers": [ + "구 분", + "규 격", + "단 위", + "수 량" + ], + "rows": [ + [ + "패 널", + "600 x 1,200mm", + "매", + "0.89" + ], + [ + "내 부 패 널", + "(200+200) x 1,200mm", + "매", + "0.03" + ], + [ + "부 자 재 (웨지핀, 플랫타이, 강관파이프, 훅 등)", + "주자재비의", + "%", + "설치 유형에 따라 다음 주자재비의 다음 요율을 적용한다. 구 분간 단보 통복 잡요 율24%52%79% 구 분 간 단 보 통 복 잡 요 율 24% 52% 79%" + ], + [ + "소모자재(박리제 등)", + "주자재비의", + "%", + "5 %" + ] + ] + }, + { + "table_id": "F0394", + "section": "12-38-2. 사용수량", + "line": 6932, + "headers": [ + "구 분", + "간 단", + "보 통", + "복 잡" + ], + "rows": [ + [ + "요 율", + "24%", + "52%", + "79%" + ] + ] + }, + { + "table_id": "F0395", + "section": "12-38-3. 설치 및 해체", + "line": 6943, + "headers": [ + "구 분", + "단 위", + "수 량", + "시 공 량 (㎡)", + "", + "" + ], + "rows": [ + [ + "복 잡", + "보 통", + "간 단", + "", + "", + "" + ], + [ + "형틀목공 보통인부", + "인 인", + "4 1", + "25", + "35", + "40" + ], + [ + "비 고", + "∙ 현장 여건(고소작업, 거푸집 적재공간 협소 등)에 따라 상시적인 크레인을 활용한 시공이 필요한 경우 해당 장비를 작업조에 추가하여 계상하고, 시공량은 감하지 않는다. ∙ 본 품은 수직고 7m까지 적용하며, 양중장비를 활용하지 않는다. ∙ 수직고가 7m를 초과하는 경우 매 3m마다 시공량을 9%까지 감한다.", + "", + "", + "", + "" + ] + ] + }, + { + "table_id": "F0396", + "section": "12-38-3. 설치 및 해체", + "line": 6954, + "headers": [ + "구 분", + "유 형" + ], + "rows": [ + [ + "복 잡", + "토목 : 교대, 날개벽 등 복잡하고 보강이 많은 구조 건축 : 외부 벽체, 보/기둥" + ], + [ + "보 통", + "측구, 수로, 옹벽, 일반적인 벽체, 박스 등" + ], + [ + "간 단", + "수문 또는 관의 기초, 건축 매트기초 등 간단한 구조" + ] + ] + }, + { + "table_id": "F0397", + "section": "13-2-1. 모래, 자갈, 약돌 채집", + "line": 6972, + "headers": [ + "명 칭", + "친모래", + "자갈", + "자갈", + "조약돌", + "막자갈", + "비 고" + ], + "rows": [ + [ + "규격", + "", + "25mm까지", + "40mm까지", + "150mm내외", + "", + "" + ], + [ + "보통인부(인)", + "0.5", + "1.44", + "1.0", + "0.6", + "0.3", + "" + ] + ] + }, + { + "table_id": "F0398", + "section": "13-2-2. 막돌 채집", + "line": 6986, + "headers": [ + "구 분", + "막 돌", + "비 고", + "" + ], + "rows": [ + [ + "보통인부", + "㎡당", + "0.17", + "현지의 조건에 따라 전석의 소할(小割)을 필요로 할 경우에는 ㎥당 할석공 0.2인을 할증한다." + ], + [ + "㎥당", + "0.64", + "", + "" + ] + ] + }, + { + "table_id": "F0399", + "section": "13-2-3. 큰돌 채집", + "line": 6995, + "headers": [ + "명 칭", + "규 격", + "단위", + "수량", + "비 고" + ], + "rows": [ + [ + "작업반장", + "", + "인", + "2.6", + "" + ], + [ + "굴착기", + "굴착기 유압식(평적 0.6㎥)", + "시간 (h)", + "13.4", + "굴삭 · 석재 채취 기계" + ], + [ + "집게 장치", + "1m 급", + "시간 (h)", + "13.4", + "큰돌 선별 · 짐싣는 기계 (스톤그랩)" + ], + [ + "(회전식 돌집게) 굴착기 운전", + "굴착기 유압식(평적 0.6㎥)", + "", + "", + "" + ], + [ + "제 잡비 비율", + "", + "%", + "6", + "" + ] + ] + }, + { + "table_id": "F0400", + "section": "13-2-3. 큰돌 채집", + "line": 7006, + "headers": [ + "명칭", + "단위", + "규격(직경)", + "", + "" + ], + "rows": [ + [ + "40㎝이상∼60㎝미만", + "60㎝이상∼80㎝미만", + "80㎝이상∼100㎝이하", + "", + "" + ], + [ + "뒷길이", + "㎝", + "60 ～ 75", + "75 ～ 95", + "95 ～ 120" + ] + ] + }, + { + "table_id": "F0401", + "section": "13-2-4. 야면석 채집(인력)", + "line": 7025, + "headers": [ + "뒷 길 이(㎝)", + "25", + "35", + "45", + "55", + "60", + "" + ], + "rows": [ + [ + "인 부", + "㎡당", + "0.11", + "0.17", + "0.22", + "0.28", + "0.36" + ], + [ + "㎥당", + "0.60", + "0.64", + "0.67", + "0.70", + "0.80", + "" + ] + ] + }, + { + "table_id": "F0402", + "section": "13-3-1. 인력", + "line": 7039, + "headers": [ + "종 별", + "보통인부(인)", + "비 고" + ], + "rows": [ + [ + "모래 기초다짐", + "", + "" + ], + [ + "두 께 3㎝", + "0.5", + "10㎡당 0.15인" + ], + [ + "두 께 6㎝", + "0.4", + "10㎡당 0.24인" + ], + [ + "자갈 기초다짐 지름 1～3㎝", + "0.5", + "" + ], + [ + "조약돌 기초다짐 지름 9～15㎝", + "0.5-0.7", + "" + ], + [ + "돌쌓기 뒤채움 지름 9～15㎝", + "0.5-0.8", + "" + ] + ] + }, + { + "table_id": "F0403", + "section": "13-3-2. 기계", + "line": 7054, + "headers": [ + "종 별", + "규격", + "보통인부", + "굴착기(0.2㎥)", + "살수차(5,500ℓ)", + "플레이트콤팩트 (1.54ton)" + ], + "rows": [ + [ + "(mm)", + "(인)", + "(hr)", + "(hr)", + "(hr)", + "" + ], + [ + "기초다짐 뒷채움", + "75미만", + "0.019", + "0.076", + "0.019", + "0.115" + ], + [ + "75이상", + "0.022", + "0.087", + "0.022", + "0.132", + "" + ] + ] + }, + { + "table_id": "F0404", + "section": "13-4-1. 메쌓기(인력)", + "line": 7069, + "headers": [ + "뒷길이 (㎝)", + "견 치 돌", + "깬 돌", + "깬 잡 석", + "호박돌 및 야면석", + "", + "", + "", + "", + "", + "", + "", + "", + "", + "" + ], + "rows": [ + [ + "골쌓기", + "켜쌓기", + "골쌓기", + "켜쌓기", + "골쌓기", + "켜쌓기", + "", + "", + "", + "", + "", + "", + "", + "", + "" + ], + [ + "석공 (인)", + "보통인부 (인)", + "석공 (인)", + "보통인부 (인)", + "석 공 (인)", + "보통인부 (인)", + "석 공 (인)", + "보 통 인 부 (인)", + "석공 (인)", + "보통인부 (인)", + "석 공 (인)", + "보통인부 (인)", + "석공 (인)", + "보통인부 (인)", + "" + ], + [ + "25", + "-", + "-", + "-", + "-", + "-", + "-", + "-", + "-", + "0.15", + "0.12", + "0.13", + "0.10", + "0.10", + "0.10" + ], + [ + "30", + "-", + "-", + "-", + "-", + "0.26", + "0.21", + "0.23", + "0.18", + "0.22", + "0.18", + "0.20", + "0.16", + "0.13", + "0.11" + ], + [ + "35", + "0.50", + "0.40", + "0.55", + "0.44", + "0.30", + "0.24", + "0.27", + "0.22", + "0.25", + "0.20", + "0.23", + "0.18", + "0.16", + "0.14" + ], + [ + "45", + "0.60", + "0.48", + "0.66", + "0.53", + "0.36", + "0.29", + "0.32", + "0.25", + "0.30", + "0.24", + "0.27", + "0.22", + "0.24", + "0.21" + ], + [ + "55", + "0.72", + "0.58", + "0.80", + "0.64", + "0.43", + "0.34", + "0.39", + "0.31", + "0.36", + "0.29", + "0.33", + "0.26", + "0.32", + "0.29" + ], + [ + "60", + "0.86", 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+ "8 752", + "9 504", + "11 1,100" + ], + [ + "60㎝(40×40)", + "개 ㎏", + "6 822", + "6 540", + "- -" + ], + [ + "75㎝(50×50)", + "개 ㎏", + "4 1,028", + "4 560", + "- -" + ] + ] + }, + { + "table_id": "F0407", + "section": "13-4-2. 메쌓기(장비)", + "line": 7110, + "headers": [ + "명 칭", + "규 격", + "단 위", + "수량(뒷길이)", + "", + "" + ], + "rows": [ + [ + "35cm 이하", + "55cm 이하", + "75cm 이하", + "", + "", + "" + ], + [ + "석공 보통인부", + "", + "인 〃", + "0.10 0.05", + "0.09 0.04", + "0.08 0.03" + ], + [ + "굴착기+부착용 집게", + "0.6㎥", + "시간", + "0.39", + "0.37", + "0.35" + ] + ] + }, + { + "table_id": "F0408", + "section": "13-4-3. 고임돌 소요량", + "line": 7128, + "headers": [ + "뒷길이 종별", + "25㎝", + "30㎝", + "35㎝", + "45㎝", + "55㎝", + "60㎝", + "75㎝" + ], + "rows": [ + [ + "야면석(㎥) 깬잡석(㎥) 깬 돌(㎥) 견치돌(㎥)", + "0.06 0.09 - -", + "0.07 0.11 0.10 -", + "0.09 0.13 0.12 0.12", + "0.11 0.16 0.15 0.15", + "0.14 0.19 0.18 0.18", + "0.15 0.21 0.20 0.20", + "- 0.26 0.25 0.25" + ] + ] + }, + { + "table_id": "F0409", + "section": 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"0.29", + "0.25", + "0.25", + "0.24", + "0.24", + "0.22", + "0.22", + "0.17", + "0.21" + ], + [ + "55", + "0.58", + "0.58", + "0.58", + "0.64", + "0.34", + "0.34", + "0.31", + "0.31", + "0.29", + "0.29", + "0.26", + "0.26", + "0.23", + "0.29" + ], + [ + "60", + "0.69", + "0.69", + "0.69", + "0.76", + "0.42", + "0.42", + "0.37", + "0.37", + "0.34", + "0.34", + "0.31", + "0.31", + "0.26", + "0.33" + ], + [ + "75", + "-", + "-", + "-", + "-", + "0.54", + "0.54", + "0.49", + "0.49", + "0.45", + "0.45", + "0.41", + "0.41", + "-", + "-" + ] + ] + }, + { + "table_id": "F0410", + "section": "13-4-4. 찰쌓기(인력)", + "line": 7152, + "headers": [ + "뒷길이 종별", + "25㎝", + "30㎝", + "35㎝", + "45㎝", + "55㎝", + "60㎝", + "75㎝", + "비고" + ], + "rows": [ + [ + "야면석(㎥) 호박돌(㎥)", + "0.08 0.08", + "0.10 0.10", + "0.12 0.12", + "0.15 0.15", + "0.18 0.18", + "0.20 0.20", + "0.25 0.25", + "뒷길이 33.3% 〃" + ], + [ + "깬잡석(㎥) 깬 돌(㎥) 견치돌(㎥)", + "0.11 0.11 0.11", + "0.14 0.14 0.14", + "0.16 0.16 0.16", + "0.20 0.20 0.20", + 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"direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "civil", + "rate_percent": 19.8 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "landscape", + "rate_percent": 19.1 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 19.8 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "civil", + "rate_percent": 21.0 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "landscape", + "rate_percent": 20.3 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 21.0 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "lte_183_days", + 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"duration_bracket": "366_to_1095_days", + "work_type": "landscape", + "rate_percent": 19.0 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 19.6 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "civil", + "rate_percent": 20.8 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "landscape", + "rate_percent": 20.2 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 20.8 + } + ] + }, + "rate_other_expense": { + "base": "material_cost_plus_total_labor_cost", + "brackets": [ + { + "direct_cost_bracket": "lt_1_billion", + "duration_bracket": "lte_183_days", + "work_type": "civil", + "rate_percent": 5.5 + }, + { + "direct_cost_bracket": "lt_1_billion", + "duration_bracket": "lte_183_days", + "work_type": "landscape", + "rate_percent": 4.9 + }, + { + "direct_cost_bracket": "lt_1_billion", + "duration_bracket": "lte_183_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 5.5 + }, + { + "direct_cost_bracket": "lt_1_billion", + "duration_bracket": "184_to_365_days", + "work_type": "civil", + "rate_percent": 5.7 + }, + { + "direct_cost_bracket": "lt_1_billion", + "duration_bracket": "184_to_365_days", + "work_type": "landscape", + "rate_percent": 5.1 + }, + { + "direct_cost_bracket": "lt_1_billion", + "duration_bracket": "184_to_365_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 5.7 + }, + { + "direct_cost_bracket": "lt_1_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "civil", + "rate_percent": 6.1 + }, + { + "direct_cost_bracket": "lt_1_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "landscape", + "rate_percent": 5.4 + }, + { + "direct_cost_bracket": 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"work_type": "landscape", + "rate_percent": 5.9 + }, + { + "direct_cost_bracket": "5_to_30_billion", + "duration_bracket": "184_to_365_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 6.6 + }, + { + "direct_cost_bracket": "5_to_30_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "civil", + "rate_percent": 6.9 + }, + { + "direct_cost_bracket": "5_to_30_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "landscape", + "rate_percent": 6.3 + }, + { + "direct_cost_bracket": "5_to_30_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 6.9 + }, + { + "direct_cost_bracket": "5_to_30_billion", + "duration_bracket": "gte_1096_days", + "work_type": "civil", + "rate_percent": 7.6 + }, + { + "direct_cost_bracket": "5_to_30_billion", + "duration_bracket": "gte_1096_days", + "work_type": "landscape", + "rate_percent": 6.9 + }, + { + "direct_cost_bracket": "5_to_30_billion", + "duration_bracket": "gte_1096_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 7.6 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "lte_183_days", + "work_type": "civil", + "rate_percent": 6.6 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "lte_183_days", + "work_type": "landscape", + "rate_percent": 6.0 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "lte_183_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 6.6 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "184_to_365_days", + "work_type": "civil", + "rate_percent": 6.8 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "184_to_365_days", + "work_type": "landscape", + "rate_percent": 6.1 + }, + { + "direct_cost_bracket": "30_to_100_billion", + "duration_bracket": "184_to_365_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 6.8 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"work_type": "civil", + "rate_percent": 6.9 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "lte_183_days", + "work_type": "landscape", + "rate_percent": 6.2 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "lte_183_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 6.9 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "184_to_365_days", + "work_type": "civil", + "rate_percent": 7.1 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "184_to_365_days", + "work_type": "landscape", + "rate_percent": 6.4 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "184_to_365_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 7.1 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "civil", + "rate_percent": 7.4 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "landscape", + "rate_percent": 6.8 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "366_to_1095_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 7.4 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "civil", + "rate_percent": 8.1 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "landscape", + "rate_percent": 7.4 + }, + { + "direct_cost_bracket": "gte_100_billion", + "duration_bracket": "gte_1096_days", + "work_type": "industrial_facilities_civil", + "rate_percent": 8.1 + } + ] + }, + "rate_environment": { + "base": "direct_construction_cost", + "minimum_estimated_amount_krw": 100000000, + "forest_road_selection_status": "pending", + "forest_road_candidates": [ + { + "work_type": "road", + "rate_percent": 0.9 + }, + { + "work_type": "other_civil_work", + "rate_percent": 0.8 + } + ], + "all_work_types": [ + { + "work_type": "civil_road", + "rate_percent": 0.9 + }, + { + "work_type": "civil_plant", + "rate_percent": 0.4 + }, + { + "work_type": "civil_subway", + "rate_percent": 0.5 + }, + { + "work_type": "civil_railway", + "rate_percent": 1.5 + }, + { + "work_type": "civil_water_and_sewer", + "rate_percent": 0.5 + }, + { + "work_type": "civil_port", + "rate_percent": 0.8 + }, + { + "work_type": "civil_port_with_silt_screen", + "rate_percent": 1.8 + }, + { + "work_type": "civil_dam", + "rate_percent": 1.1 + }, + { + "work_type": "civil_land_development", + "rate_percent": 0.6 + }, + { + "work_type": "civil_other", + "rate_percent": 0.8 + }, + { + "work_type": "landscape", + "rate_percent": 0.3 + }, + { + "work_type": "building_housing_redevelopment", + "rate_percent": 0.7 + }, + { + "work_type": "building_new_housing", + "rate_percent": 0.3 + }, + { + "work_type": "building_other", + "rate_percent": 0.5 + } + ] + }, + "rate_retirement_mutual_aid": { + "rate_percent": 2.3, + "base": "direct_labor_cost", + "minimum_estimated_amount_krw": 100000000 + }, + "rate_wage_claim_contribution": { + "rate_percent": 0.09, + "base": "total_labor_cost" + }, + "rate_asbestos_contribution": { + "rate_percent": 0.006, + "base": "total_labor_cost" + }, + "rate_subcontract_payment_guarantee": { + "base": "direct_construction_cost", + "brackets": [ + { + "estimated_price_bracket": "lt_5_billion", + "rate_percent": 0.081 + }, + { + "estimated_price_bracket": "5_to_10_billion", + "rate_percent": 0.08 + }, + { + "estimated_price_bracket": "10_to_30_billion", + "rate_percent": 0.075 + }, + { + "estimated_price_bracket": "gte_30_billion_integrated_civil_or_industrial", + "rate_percent": 0.071 + }, + { + "estimated_price_bracket": "gte_30_billion_integrated_building", + "rate_percent": 0.068 + }, + { + "estimated_price_bracket": "turnkey_or_alternative", + "rate_percent": 0.084 + } + ] + }, + "rate_equipment_payment_guarantee": { + "general_construction": [ + { + "work_type": "civil_general", + "rate_percent": 0.4 + }, + { + "work_type": "industrial_facilities", + "rate_percent": 0.16 + }, + { + "work_type": "landscape", + "rate_percent": 0.18 + } + ], + "specialty_construction": [ + { + "work_type": "dredging_or_paving_or_earthwork_or_scaffolding_dismantling", + "rate_percent": 0.68 + }, + { + "work_type": "water_sewer_or_underwater_or_boring_grouting", + "rate_percent": 0.51 + }, + { + "work_type": "stone_or_reinforced_concrete", + "rate_percent": 0.32 + }, + { + "work_type": "landscape_facility_or_planting_or_painting_or_rail_track_or_steel_installation", + "rate_percent": 0.16 + }, + { + "work_type": "other", + "rate_percent": 0.1 + } + ] + }, + "rate_performance_guarantee_fee": { + "base": "direct_construction_cost", + "typical_forest_road_applicability": "not_applicable", + "brackets": [ + { + "direct_cost_bracket": "lt_7_billion", + "formula": "(direct_cost * 0.0108%) * duration_years" + }, + { + "direct_cost_bracket": "7_to_12_billion", + "formula": "(790000 + (direct_cost - 7500000000) * 0.0070%) * duration_years" + }, + { + "direct_cost_bracket": "12_to_25_billion", + "formula": "(1160000 + (direct_cost - 13000000000) * 0.0059%) * duration_years" + }, + { + "direct_cost_bracket": "25_to_50_billion", + "formula": "(1860000 + (direct_cost - 25000000000) * 0.0048%) * duration_years" + }, + { + "direct_cost_bracket": "gte_50_billion", + "formula": "(3060000 + (direct_cost - 50000000000) * 0.0040%) * duration_years" + } + ] + }, + "rate_overhead": { + "base": "material_plus_labor_plus_expense", + "civil_landscape_industrial": [ + { + "estimated_price_bracket": "lt_5_billion", + "rate_percent": 8.0 + }, + { + "estimated_price_bracket": "5_to_30_billion", + "rate_percent": 6.5 + }, + { + "estimated_price_bracket": "30_to_100_billion", + "rate_percent": 5.0 + }, + { + "estimated_price_bracket": "gte_100_billion", + "rate_percent": 4.5 + } + ], + "specialty_electric_communication_fire_other": [ + { + "estimated_price_bracket": "lt_500_million", + "rate_percent": 8.0 + }, + { + "estimated_price_bracket": "500_million_to_3_billion", + "rate_percent": 6.5 + }, + { + "estimated_price_bracket": "3_to_10_billion", + "rate_percent": 5.0 + }, + { + "estimated_price_bracket": "10_to_30_billion", + "rate_percent": 4.5 + } + ] + }, + "rate_profit": { + "base": "labor_plus_expense_plus_overhead", + "brackets": [ + { + "estimated_price_bracket": "lt_5_billion", + "rate_percent": 15.0 + }, + { + "estimated_price_bracket": "5_to_30_billion", + "rate_percent": 12.0 + }, + { + "estimated_price_bracket": "30_to_100_billion", + "rate_percent": 10.0 + }, + { + "estimated_price_bracket": "gte_100_billion", + "rate_percent": 9.0 + } + ] + }, + "rate_vat": { + "rate_percent": 10.0, + "base": "construction_cost_before_vat" + } + } +} diff --git a/resources/knowledge/00_운영지침.md b/resources/knowledge/00_운영지침.md index e5134d70..1bc8f2ef 100644 --- a/resources/knowledge/00_운영지침.md +++ b/resources/knowledge/00_운영지침.md @@ -90,6 +90,28 @@ last_updated: YYYY-MM-DD - 간선임도/지선임도/작업임도 구분이 있는 기준은 반드시 구분해 기재. - **KS 원문**: 미확보(DRM) 상태로 진행한다. 대부분 시험 방법 관련으로 설계 로직과 무관할 확률이 높다. 작성 중 KS 원문 수치가 반드시 필요한 경우 해당 문서에 `⚠ KS 원문 필요`로 표기하고, `KS_필요목록.md`에 규격번호·필요 사유·대상 문서를 기록한다. 원문은 사용자가 확보해 넣어준다. +### ★ 원문 인용 4원칙 (2026-08-14 전역 감사 결과 — 오류 30건의 공통 원인) + +감사에서 드러난 오류는 대부분 "값을 틀리게 옮긴 것"이 아니라 **원문을 요약하면서 +정보를 버린 것**이었다. 다음 4가지를 인용 시마다 지킨다. + +1. **범위·구분을 단일값으로 축약 금지.** 원문이 "2~3㎡당 1개소 이상"이면 그대로 쓴다 + ("2㎡당 1개" ✕). 용도·조건별로 값이 갈리면 전 구간을 옮긴다 + (예: 모래 할증 = 잔골재 10/12 · 노반 6 · 관류기초 4 %, "10 %" 단일 기재 ✕). +2. **조건 단서를 함께 옮긴다.** 제외 규정·예외·적용 하한은 값의 일부다 + (예: 암석작업 손료 보정 +25 % ← "전용덤프트럭 18톤 이상·불도저 19톤 이상 제외, + 단 타이어·습지 불도저는 보정"). +3. **법률은 본문 조항만 보지 않는다.** 요율·금액·기준은 **부칙 특례·경과조치**에서 + 연도별로 달라지는 경우가 있다 (국민연금 4.75 % = 부칙 §4, 본문 §88③은 6.5 %). + 법률 인용 시 같은 폴더의 **현행_*.xml 을 직접 확인**한다. 조달청 제비율표 등 + 실무 요율표가 있으면 **교차 대조**한다. +4. **교본값을 "현행"으로 쓰지 않는다.** 교본(임도 2019·사방 2023)은 참고이고 현행 + 기준은 법령·훈령·고시다. 값이 다르면 현행을 쓰고 교본값은 "구 기준"으로 병기한다 + (예: 국가지점번호판 간격 = 훈령 500 m, 교본 1 ㎞ ✕). + +인용한 원문 md 자체가 표·조항을 생략하고 있으면(“원본 xlsx 참조” 등) 그 md를 근거로 +삼지 말고 **첨부 원본(xlsx·PDF·XML)에서 값을 확인한 뒤 원문 md도 함께 보완**한다. + ## 6. 업데이트 절차 법령·행정규칙 개정 시: @@ -99,6 +121,24 @@ last_updated: YYYY-MM-DD 3. 버전 불일치 파일을 찾아 내용 갱신, `last_updated` 갱신. 4. 수치·기준이 변경된 경우 문서 하단에 `## 개정 이력` 절을 만들어 변경 전후 값 기록 (프로그램 로직 수정 필요 여부 판단용). 5. 갱신 결과를 `_index.md`에 반영. +6. 법령 md 를 새로 받았거나 변환 규칙이 바뀌면 `original/_pipeline/patch_law_md.py` 로 + **부칙·목 누락분을 보충**한다 (전량 재생성은 후처리를 파괴하므로 금지 — 상세는 + `original/_pipeline/README.md`). + +### 갱신 주기가 정해진 원천 (기한 도래 시 재수집) + +| 원천 | 주기 | 다음 시점 | +|---|---|---| +| 산재보험료율 고시 | 매년 재고시 (현행 유효기간 2026.12.31) | **2027-01** | +| 노임단가(건설업, 대한건설협회) | 반기 (1.1·9.1 적용) | **2026-09** 하반기판 | +| 노임단가(제조업, 중소기업중앙회) | 반기 (7.1·1.1 적용) | 2026-11 말 | +| 조달청 제비율 | 연 1회 + 수시 (2026년에만 3회 변경) | 분기 확인 | +| 건설공사 표준품셈 | 연간 (매년 12월 말 익년도판) | 2026-12 | +| 산림사업 표준품셈 | 수시 개정 (산림청 고시) | 고시 모니터링 | + +재검토기한이 지난 고시(사회보험 적용기준 2021판·사방 타당성평가 처리규정 2022판· +사방시설 유지관리 지침 2018판·사방 설계·시공 세부기준 2022판)는 **개정판 존재 여부를 +원천에서 확인**해야 한다 (2026-08-14 감사 지적, 외부 확인 필요 — 미처리). ## 7. 프로그램 연계