From 6781b405d838d48731226b2fc9c8f847eed81a5d Mon Sep 17 00:00:00 2001
From: umsangdon <umsangdon@gmail.com>
Date: Mon, 20 Jul 2026 19:51:20 +0900
Subject: [PATCH] =?UTF-8?q?=EA=B3=84=ED=9A=8D=EB=85=B8=EC=84=A0=20?=
 =?UTF-8?q?=EC=B6=94=EA=B0=80?=
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---
 B05_wf2_Route/B05_wf2_Route_Api_Fetch.ts      |   31 +
 B05_wf2_Route/B05_wf2_Route_Engine_Grade.py   |  559 +++++
 .../B05_wf2_Route_Engine_Grade_Solver.py      |  351 +++
 .../B05_wf2_Route_Engine_RidgeValley.py       |    7 +-
 .../B05_wf2_Route_Engine_Sections.py          |   37 +-
 B05_wf2_Route/B05_wf2_Route_Engine_Solver.py  |    9 +-
 B05_wf2_Route/B05_wf2_Route_Router.py         |   51 +-
 B05_wf2_Route/B05_wf2_Route_Schema.py         |   75 +-
 B05_wf2_Route/B05_wf2_Route_UI_Page.ts        |   18 +
 B05_wf2_Route/B05_wf2_Route_UI_Panel.ts       |  125 +-
 .../B05_wf2_Route_UI_Profile_Panel.ts         |   69 +-
 B05_wf2_Route/B05_wf2_Route_UI_Style.css      |   47 +
 .../B06_wf3_ProfileCross_Api_Fetch.ts         |   45 +
 .../B06_wf3_ProfileCross_Repository.py        |   30 +
 .../B06_wf3_ProfileCross_UI_Section_View.ts   |   85 +-
 .../B06_wf3_ProfileCross_UI_Style.css         |   28 +
 .../B07_wf4_DesignDetail_UI_Page.ts           |   11 +
 B08_wf5_Quantity/B08_wf5_Quantity_Template.ts | 2068 +++++++++++++++++
 B08_wf5_Quantity/B08_wf5_Quantity_UI_Page.ts  |  208 +-
 .../B08_wf5_Quantity_UI_Style.css             |  212 ++
 config/config_system.py                       |   51 +
 resources/templete_calc_cost.xlsx             |  Bin 0 -> 288446 bytes
 22 files changed, 4083 insertions(+), 34 deletions(-)
 create mode 100644 B05_wf2_Route/B05_wf2_Route_Engine_Grade.py
 create mode 100644 B05_wf2_Route/B05_wf2_Route_Engine_Grade_Solver.py
 create mode 100644 B08_wf5_Quantity/B08_wf5_Quantity_Template.ts
 create mode 100644 B08_wf5_Quantity/B08_wf5_Quantity_UI_Style.css
 create mode 100644 resources/templete_calc_cost.xlsx

diff --git a/B05_wf2_Route/B05_wf2_Route_Api_Fetch.ts b/B05_wf2_Route/B05_wf2_Route_Api_Fetch.ts
index c3adb5a7..f109e05c 100644
--- a/B05_wf2_Route/B05_wf2_Route_Api_Fetch.ts
+++ b/B05_wf2_Route/B05_wf2_Route_Api_Fetch.ts
@@ -49,6 +49,30 @@ export interface RouteSolveRequest {
   cross_half_width_m?: number | null;
   cross_sample_interval_m?: number | null;
   long_sample_interval_m?: number | null;
+  terrain_type?: string;
+  main_direction?: string;
+  max_grade_pct?: number | null;
+  min_vertical_radius_m?: number | null;
+  min_tangent_length_m?: number | null;
+  balance_segment_length_m?: number | null;
+  start_elevation_offset_m?: number | null;
+  end_elevation_offset_m?: number | null;
+}
+
+/** 계획선 산출 요약 (실패 시 null) */
+export interface RouteGradeSummary {
+  id: string;
+  cut_area_m2: number;
+  fill_area_m2: number;
+  balance_error_m2: number;
+  max_grade_pct: number;
+  vertical_curve_count: number;
+  pvi_count: number;
+  balance_segment_count: number;
+  balanced: boolean;
+  main_direction: string;
+  suggested_elevation_offset_m: number | null;
+  warnings: string[];
 }
 
 /** 경로 탐색 실행 결과 (RouteSolveResponse) */
@@ -62,6 +86,7 @@ export interface RouteSolveResponse {
   route_data_path: string;
   longitudinal_length_m: number | null;
   cross_section_count: number | null;
+  grade_summary: RouteGradeSummary | null;
 }
 
 /** 경로 확정 결과 (RouteConfirmResponse) */
@@ -107,6 +132,12 @@ export interface RouteLatestResponse {
     cross_half_width_m?: number | null;
     cross_sample_interval_m?: number | null;
     long_sample_interval_m?: number | null;
+    max_grade_pct?: number | null;
+    min_vertical_radius_m?: number | null;
+    min_tangent_length_m?: number | null;
+    balance_segment_length_m?: number | null;
+    start_elevation_offset_m?: number | null;
+    end_elevation_offset_m?: number | null;
   } | null;
 }
 
diff --git a/B05_wf2_Route/B05_wf2_Route_Engine_Grade.py b/B05_wf2_Route/B05_wf2_Route_Engine_Grade.py
new file mode 100644
index 00000000..356f783d
--- /dev/null
+++ b/B05_wf2_Route/B05_wf2_Route_Engine_Grade.py
@@ -0,0 +1,559 @@
+"""B05 종단 계획선(시공계획고) 산출 엔진.
+
+지반고 종단을 따라가면서 절토량과 성토량이 균형을 이루는 계획선을 만든다.
+계획선은 일정 기울기의 직선(tangent)과 기울기 변화점에 삽입한 종단곡선
+(포물선)만으로 구성한다. 「임도설치 및 관리 등에 관한 규정」[별표 1-2]의
+다-(3)-(나) "시공계획고는 절토량과 성토량이 균형을 이루게 하되" 및
+다-(3)-(다) "종단기울기의 변화점에는 종단곡선을 삽입한다"가 근거다.
+
+절·성토 균형은 계획고와 지반고 차이의 적분(A안)으로 판정한다. 횡단 설계가
+나온 뒤 실제 단면적 기반 계획선을 추가할 수 있도록 결과는 배열의 한 원소로
+반환한다.
+"""
+
+import math
+from dataclasses import dataclass, field
+from typing import Any
+
+import numpy as np
+
+from B05_wf2_Route.B05_wf2_Route_Engine_Grade_Solver import (
+    balance_boundaries,
+    build_vertical_curves,
+    evaluate_profile,
+    grade_limits,
+    integration_weights,
+    optimize_pvi_elevations,
+    pvi_chainages,
+    segment_weights,
+)
+from config.config_system import (
+    FOREST_ROAD_PROFILE_CRITERIA,
+    GRADE_MAIN_DIRECTIONS,
+    GRADE_TERRAIN_TYPES,
+)
+
+GRADE_SCHEMA_VERSION = 1
+GRADE_PROFILE_ID = "design_grade_line"
+
+# 종단곡선 삽입 후 잔여 오차를 되먹임하는 최적화 반복 횟수
+_BALANCE_PASSES = 2
+# 시·종점 조정량 제안: 할선법 반복 횟수, 수렴 판정(m²), 제안 상한(m)
+_OFFSET_SUGGESTION_ITERATIONS = 4
+_OFFSET_SUGGESTION_TOLERANCE_M2 = 1.0
+_OFFSET_SUGGESTION_MAX_M = 30.0
+
+
+@dataclass(frozen=True)
+class GradeDesignOptions:
+    """계획선 설계 기준. 요청 값 → DB 저장 옵션 → config 순으로 결정된다."""
+
+    max_grade_pct: float
+    max_reverse_grade_pct: float
+    min_vertical_radius_m: float
+    min_curve_length_m: float
+    min_tangent_length_m: float
+    vertical_curve_skip_delta_pct: float
+    design_speed_kph: int
+    terrain_type: str = "normal"
+    paved: bool = False
+    main_direction: str = "auto"
+    balance_segment_length_m: float | None = None
+    start_elevation_offset_m: float = 0.0
+    end_elevation_offset_m: float = 0.0
+    warnings: tuple[str, ...] = field(default_factory=tuple)
+
+    def validate(self) -> None:
+        values = {
+            "최대 종단기울기": self.max_grade_pct,
+            "종단곡선 최소 반경": self.min_vertical_radius_m,
+            "종단곡선 최소 길이": self.min_curve_length_m,
+            "최소 직선 길이": self.min_tangent_length_m,
+        }
+        for label, value in values.items():
+            if not math.isfinite(value) or value <= 0:
+                raise ValueError(f"{label}은 0보다 큰 유한한 값이어야 합니다.")
+        if self.terrain_type not in GRADE_TERRAIN_TYPES:
+            raise ValueError(f"지형 구분은 {GRADE_TERRAIN_TYPES} 중 하나여야 합니다.")
+        if self.main_direction not in GRADE_MAIN_DIRECTIONS:
+            raise ValueError(f"주 진행방향은 {GRADE_MAIN_DIRECTIONS} 중 하나여야 합니다.")
+        if self.balance_segment_length_m is not None and self.balance_segment_length_m <= 0:
+            raise ValueError("균형 구역 길이는 0보다 큰 값이어야 합니다.")
+
+    def as_dict(self) -> dict[str, Any]:
+        return {
+            "max_grade_pct": self.max_grade_pct,
+            "max_reverse_grade_pct": self.max_reverse_grade_pct,
+            "min_vertical_radius_m": self.min_vertical_radius_m,
+            "min_curve_length_m": self.min_curve_length_m,
+            "min_tangent_length_m": self.min_tangent_length_m,
+            "vertical_curve_skip_delta_pct": self.vertical_curve_skip_delta_pct,
+            "design_speed_kph": self.design_speed_kph,
+            "terrain_type": self.terrain_type,
+            "paved": self.paved,
+            "main_direction": self.main_direction,
+            "balance_segment_length_m": self.balance_segment_length_m,
+            "start_elevation_offset_m": self.start_elevation_offset_m,
+            "end_elevation_offset_m": self.end_elevation_offset_m,
+        }
+
+
+def legal_grade_limit_pct(
+    grade_class: str, terrain_type: str = "normal", paved: bool = False
+) -> float:
+    """설계속도 × 지형 구분에 따른 법정 종단기울기 상한(%).
+
+    특수지형 + 노면포장인 경우에 한하여 예외 상한까지 허용된다.
+    경로탐색(느슨한 탐색 제약)과 달리 **위반 판정·계획선 기본값**의 기준이 된다.
+    """
+    criteria = FOREST_ROAD_PROFILE_CRITERIA
+    terrain = terrain_type if terrain_type in GRADE_TERRAIN_TYPES else "normal"
+    speed = criteria["grade_to_design_speed"].get(grade_class, 20)
+    legal_max = float(criteria["design_speed"][speed]["max_grade_pct"][terrain])
+    if paved and terrain == "special":
+        return float(criteria["paved_exception_grade_pct"])
+    return legal_max
+
+
+def _pick(*candidates: Any) -> Any:
+    """요청 → DB 저장값 → config 순으로 처음 나오는 유효값을 고른다."""
+    for value in candidates:
+        if value is not None:
+            return value
+    return None
+
+
+def resolve_grade_options(
+    grade_class: str,
+    *,
+    terrain_type: str = "normal",
+    paved: bool = False,
+    main_direction: str = "auto",
+    requested: dict[str, Any] | None = None,
+    stored: dict[str, Any] | None = None,
+) -> GradeDesignOptions:
+    """임도 등급과 사용자 입력으로 계획선 설계 기준을 확정한다.
+
+    `stored`에는 **사용자가 명시적으로 입력한 값만** 들어와야 한다. 해석이 끝난
+    기본값을 저장했다가 되읽으면, 등급·지형을 바꿔도 옛 기본값이 법정값을 이겨
+    갱신되지 않는다(예: 일반지형 8%가 굳어 특수지형 12%가 반영되지 않음).
+    """
+    requested = requested or {}
+    stored = stored or {}
+    criteria = FOREST_ROAD_PROFILE_CRITERIA
+    terrain = terrain_type if terrain_type in GRADE_TERRAIN_TYPES else "normal"
+    speed = criteria["grade_to_design_speed"].get(grade_class, 20)
+    legal = criteria["design_speed"][speed]
+    legal_max = float(legal["max_grade_pct"][terrain])
+    ceiling = legal_grade_limit_pct(grade_class, terrain, paved)
+
+    max_grade = float(_pick(requested.get("max_grade_pct"), stored.get("max_grade_pct"), legal_max))
+    warnings: list[str] = []
+    if max_grade > ceiling + 1e-9:
+        warnings.append(
+            f"입력한 최대 종단기울기 {max_grade:.1f}%가 법정 상한 {ceiling:.1f}%를 초과합니다."
+        )
+    return GradeDesignOptions(
+        max_grade_pct=max_grade,
+        max_reverse_grade_pct=float(legal["max_reverse_grade_pct"]),
+        min_vertical_radius_m=float(
+            _pick(
+                requested.get("min_vertical_radius_m"),
+                stored.get("min_vertical_radius_m"),
+                legal["min_vertical_radius_m"],
+            )
+        ),
+        min_curve_length_m=float(legal["min_curve_length_m"]),
+        min_tangent_length_m=float(
+            _pick(
+                requested.get("min_tangent_length_m"),
+                stored.get("min_tangent_length_m"),
+                criteria["min_tangent_length_m"],
+            )
+        ),
+        vertical_curve_skip_delta_pct=float(criteria["vertical_curve_skip_delta_pct"]),
+        design_speed_kph=int(speed),
+        terrain_type=terrain,
+        paved=bool(paved),
+        main_direction=(main_direction if main_direction in GRADE_MAIN_DIRECTIONS else "auto"),
+        balance_segment_length_m=_pick(
+            requested.get("balance_segment_length_m"),
+            stored.get("balance_segment_length_m"),
+            criteria["balance_segment_length_m"],
+        ),
+        start_elevation_offset_m=float(
+            _pick(
+                requested.get("start_elevation_offset_m"),
+                stored.get("start_elevation_offset_m"),
+                0.0,
+            )
+        ),
+        end_elevation_offset_m=float(
+            _pick(
+                requested.get("end_elevation_offset_m"), stored.get("end_elevation_offset_m"), 0.0
+            )
+        ),
+        warnings=tuple(warnings),
+    )
+
+
+def _ground_profile(longitudinal: dict[str, Any]) -> tuple[np.ndarray, np.ndarray]:
+    """종단 샘플에서 (chainage, 지반고) 배열을 만든다. 결측은 선형 보간한다."""
+    samples = longitudinal.get("samples") or []
+    chainage = np.array([float(s.get("chainage_m", 0.0)) for s in samples], dtype=np.float64)
+    raw = np.array(
+        [
+            float(s["elevation_m"])
+            if s.get("valid", True) and s.get("elevation_m") is not None
+            else np.nan
+            for s in samples
+        ],
+        dtype=np.float64,
+    )
+    order = np.argsort(chainage, kind="stable")
+    chainage, raw = chainage[order], raw[order]
+    finite = np.isfinite(raw)
+    if finite.sum() < 2 or len(chainage) < 2:
+        raise ValueError("계획선을 만들기에 유효한 종단 표고 샘플이 부족합니다.")
+    ground = np.interp(chainage, chainage[finite], raw[finite])
+    return chainage, ground
+
+
+def _detect_main_direction(ground: np.ndarray, rise: float) -> tuple[str, str | None]:
+    """지반 종단 형상에서 역기울기 판정 기준이 되는 주 진행방향을 정한다.
+
+    시·종점 고도차만으로 부호를 보면 V자(계곡 횡단)·Λ자(능선 통과) 노선에서
+    오판한다. 고도차가 전체 기복(최고−최저)에 비해 충분히 클 때만 한 방향으로
+    오르내리는 노선으로 보고, 그렇지 않으면 역기울기를 적용하지 않는다.
+
+    반환값은 (방향, 사용자 안내 문구 또는 None) 이다.
+    """
+    relief = float(np.max(ground) - np.min(ground))
+    if relief <= 1e-6:
+        return "none", None
+    ratio = abs(rise) / relief
+    if ratio >= float(FOREST_ROAD_PROFILE_CRITERIA["main_direction_monotone_ratio"]):
+        return ("ascending" if rise > 0 else "descending"), None
+    return "none", (
+        f"시·종점 고도차({rise:+.1f}m)가 전체 기복({relief:.1f}m)에 비해 작아 주 진행방향을 "
+        "특정할 수 없습니다(계곡 횡단·능선 통과 형상). 역기울기 상한 대신 양방향 모두 "
+        "순기울기 상한을 적용했습니다."
+    )
+
+
+def _segment_metrics(
+    chainage: np.ndarray,
+    difference: np.ndarray,
+    boundaries: np.ndarray,
+) -> list[dict[str, Any]]:
+    """구역별 절토·성토 면적과 균형 오차를 계산한다."""
+    metrics: list[dict[str, Any]] = []
+    for index, (lower, upper) in enumerate(zip(boundaries[:-1], boundaries[1:])):
+        mask, local_weight = segment_weights(chainage, float(lower), float(upper))
+        local_difference = difference[mask]
+        cut = float(local_weight[local_difference < 0] @ -local_difference[local_difference < 0])
+        fill = float(local_weight[local_difference > 0] @ local_difference[local_difference > 0])
+        metrics.append(
+            {
+                "index": index,
+                "start_chainage_m": round(float(lower), 6),
+                "end_chainage_m": round(float(upper), 6),
+                "cut_area_m2": round(cut, 6),
+                "fill_area_m2": round(fill, 6),
+                "balance_error_m2": round(fill - cut, 6),
+            }
+        )
+    return metrics
+
+
+def _balance_error(
+    chainage: np.ndarray,
+    ground: np.ndarray,
+    weights: np.ndarray,
+    boundaries: np.ndarray,
+    fixed: tuple[float, float],
+    options: GradeDesignOptions,
+    limits: tuple[float, float],
+) -> float:
+    """주어진 시·종점 고도로 풀었을 때의 전체 절·성토 적분 오차(m²)."""
+    pvi_s, pvi_z, curves, _converged, _warnings = _solve_balanced_profile(
+        chainage, ground, weights, boundaries, fixed, options, limits
+    )
+    difference = evaluate_profile(pvi_s, pvi_z, curves, chainage) - ground
+    return float(weights @ difference)
+
+
+def _suggest_elevation_offset(
+    chainage: np.ndarray,
+    ground: np.ndarray,
+    weights: np.ndarray,
+    boundaries: np.ndarray,
+    options: GradeDesignOptions,
+    limits: tuple[float, float],
+    current_error: float,
+) -> float | None:
+    """시·종점을 같은 양만큼 올리거나 내려 균형을 맞출 수 있는 조정량을 추정한다.
+
+    BP·EP가 능선 정상에 놓이면 계획선이 지반 위로만 떠서 절토가 원천적으로 나오지
+    않는다. 시·종점을 δ만큼 내리면 적분 오차가 대략 δ·L 만큼 줄어드는 성질을 초기
+    추정으로 삼고, 실제 해로 두 번 보정(할선법)한다. 반환값은 사용자에게 제안만
+    하며 자동 적용하지 않는다(시·종점은 기존 도로와의 접속점이기 때문).
+    """
+    total = float(chainage[-1]) or 1.0
+    guess = -current_error / total
+    previous_offset, previous_error = 0.0, current_error
+    for _ in range(_OFFSET_SUGGESTION_ITERATIONS):
+        try:
+            error = _balance_error(
+                chainage,
+                ground,
+                weights,
+                boundaries,
+                (
+                    float(ground[0]) + guess,
+                    float(ground[-1]) + guess,
+                ),
+                options,
+                limits,
+            )
+        except (ValueError, np.linalg.LinAlgError):
+            return None
+        if abs(error) <= _OFFSET_SUGGESTION_TOLERANCE_M2:
+            return guess
+        slope = (error - previous_error) / (guess - previous_offset or 1e-9)
+        if abs(slope) < 1e-9:
+            return None
+        previous_offset, previous_error = guess, error
+        guess = guess - error / slope
+        if not math.isfinite(guess) or abs(guess) > _OFFSET_SUGGESTION_MAX_M:
+            return None
+    return guess if abs(previous_error) < abs(current_error) else None
+
+
+def _solve_balanced_profile(
+    chainage: np.ndarray,
+    ground: np.ndarray,
+    weights: np.ndarray,
+    boundaries: np.ndarray,
+    fixed: tuple[float, float],
+    options: GradeDesignOptions,
+    limits: tuple[float, float],
+) -> tuple[np.ndarray, np.ndarray, list[dict[str, Any]], bool, list[str]]:
+    """주어진 균형 구역 구성으로 PVI 표고와 종단곡선을 확정한다.
+
+    종단곡선(포물선)은 직선 폴리라인 대비 A·L²/24 만큼 면적을 바꾸므로, 그 값을
+    다음 반복의 목표 적분값으로 되먹여 곡선까지 반영한 최종 적분이 0이 되게 한다.
+    """
+    total = float(chainage[-1])
+    pvi_s = pvi_chainages(boundaries, total, options.min_tangent_length_m)
+    up_limit, down_limit = limits
+    targets = np.zeros(len(boundaries) - 1, dtype=np.float64)
+    pvi_z = np.zeros_like(pvi_s)
+    curves: list[dict[str, Any]] = []
+    curve_warnings: list[str] = []
+    converged = True
+    for _pass in range(_BALANCE_PASSES):
+        pvi_z, converged = optimize_pvi_elevations(
+            pvi_s, chainage, ground, weights, boundaries, targets, fixed, up_limit, down_limit
+        )
+        curves, curve_warnings = build_vertical_curves(
+            pvi_s,
+            pvi_z,
+            radius_m=options.min_vertical_radius_m,
+            min_curve_length_m=options.min_curve_length_m,
+            skip_delta_pct=options.vertical_curve_skip_delta_pct,
+            paved=options.paved,
+        )
+        corrections = np.zeros_like(targets)
+        for curve in curves:
+            segment = int(
+                np.clip(
+                    np.searchsorted(boundaries, curve["chainage_m"], "right") - 1,
+                    0,
+                    len(targets) - 1,
+                )
+            )
+            corrections[segment] -= curve["area_offset_m2"]
+        if np.allclose(corrections, targets, atol=1e-6):
+            break
+        targets = corrections
+    return pvi_s, pvi_z, curves, converged, curve_warnings
+
+
+def design_grade_line(longitudinal: dict[str, Any], options: GradeDesignOptions) -> dict[str, Any]:
+    """종단 지반고에서 절·성토 균형 계획선을 산출한다.
+
+    반환 dict는 longitudinal.json의 `design_profiles` 배열에 그대로 넣는다.
+    """
+    options.validate()
+    chainage, ground = _ground_profile(longitudinal)
+    total = float(chainage[-1])
+    if total <= 0:
+        raise ValueError("종단 연장이 0이어서 계획선을 만들 수 없습니다.")
+
+    weights = integration_weights(chainage)
+    boundaries = balance_boundaries(total, options.balance_segment_length_m)
+    fixed = (
+        float(ground[0]) + options.start_elevation_offset_m,
+        float(ground[-1]) + options.end_elevation_offset_m,
+    )
+    rise = fixed[1] - fixed[0]
+    warnings = list(options.warnings)
+    direction, direction_note = (
+        _detect_main_direction(ground, rise)
+        if options.main_direction == "auto"
+        else (options.main_direction, None)
+    )
+    if direction_note:
+        warnings.append(direction_note)
+    limits = grade_limits(options.max_grade_pct, options.max_reverse_grade_pct, direction)
+    up_limit, down_limit = limits
+    limit = up_limit if rise >= 0 else down_limit
+    if abs(rise) / total > limit + 1e-9:
+        raise ValueError(
+            f"시·종점 고도차({rise:.2f}m)를 연장 {total:.1f}m에서 기준 기울기 "
+            f"{limit * 100:.1f}% 이내로 연결할 수 없습니다."
+        )
+
+    pvi_s, pvi_z, curves, converged, curve_warnings = _solve_balanced_profile(
+        chainage, ground, weights, boundaries, fixed, options, limits
+    )
+    if not converged and len(boundaries) > 2:
+        # 구역별 정확 균형이 기울기 기준과 양립하지 않는 경우: 절·성토 균형은 법정
+        # 요건(다-(3)-(나))이므로, 구역 분할을 포기하고 노선 전체 1구역으로 다시
+        # 풀어 정확 균형을 우선한다. 그래도 안 되면 그 결과(근사 균형)를 그대로 쓴다.
+        full_boundaries = np.array([0.0, total], dtype=np.float64)
+        full_pvi_s, full_pvi_z, full_curves, full_converged, full_curve_warnings = (
+            _solve_balanced_profile(
+                chainage, ground, weights, full_boundaries, fixed, options, limits
+            )
+        )
+        if full_converged:
+            warnings.append(
+                f"요청한 균형 구역 길이({options.balance_segment_length_m:.0f}m)로는 기울기 "
+                "기준을 지키며 정확히 균형시킬 수 없어, 노선 전체 1구역 균형으로 대체했습니다."
+            )
+            boundaries, pvi_s, pvi_z, curves, converged, curve_warnings = (
+                full_boundaries,
+                full_pvi_s,
+                full_pvi_z,
+                full_curves,
+                full_converged,
+                full_curve_warnings,
+            )
+    warnings.extend(curve_warnings)
+
+    plan = evaluate_profile(pvi_s, pvi_z, curves, chainage)
+    difference = plan - ground
+    segments = _segment_metrics(chainage, difference, boundaries)
+
+    # 균형이 맞지 않고 시·종점이 지반고에 고정돼 있으면, 어느 정도 조정하면 균형이
+    # 맞는지 계산해 제안한다. 시·종점은 기존 도로 접속점이라 자동 적용하지 않는다.
+    suggested_offset: float | None = None
+    if not converged:
+        warnings.append(
+            "기울기 기준을 지키면서 절·성토를 정확히 균형시킬 수 없어 근사 균형을 적용했습니다."
+        )
+        pinned = (
+            abs(options.start_elevation_offset_m) < 1e-9
+            and abs(options.end_elevation_offset_m) < 1e-9
+        )
+        if pinned:
+            suggested_offset = _suggest_elevation_offset(
+                chainage, ground, weights, boundaries, options, limits, float(weights @ difference)
+            )
+        if suggested_offset is not None:
+            warnings.append(
+                f"시·종점 계획고를 각각 {suggested_offset:+.1f}m 조정하면 균형을 맞출 수 "
+                "있습니다(시점·종점 계획고 조정 입력란)."
+            )
+        else:
+            warnings.append("시·종점 계획고 조정 또는 기울기·지형 구분 기준을 확인하세요.")
+    grades = (pvi_z[1:] - pvi_z[:-1]) / (pvi_s[1:] - pvi_s[:-1])
+    max_grade_pct = float(np.max(np.abs(grades)) * 100.0) if len(grades) else 0.0
+    if max_grade_pct > options.max_grade_pct + 1e-6:
+        warnings.append(
+            f"산출된 최대 종단기울기 {max_grade_pct:.2f}%가 기준 "
+            f"{options.max_grade_pct:.2f}%를 초과합니다."
+        )
+
+    curve_by_index = {curve["index"]: curve for curve in curves}
+    pvis = [
+        {
+            "chainage_m": round(float(pvi_s[index]), 6),
+            "elevation_m": round(float(pvi_z[index]), 6),
+            "kind": "bp" if index == 0 else "ep" if index == len(pvi_s) - 1 else "pvi",
+            "grade_in_pct": round(float(grades[index - 1]) * 100.0, 6) if index > 0 else None,
+            "grade_out_pct": round(float(grades[index]) * 100.0, 6)
+            if index < len(grades)
+            else None,
+            "radius_m": round(float(curve_by_index[index]["radius_m"]), 6)
+            if index in curve_by_index
+            else None,
+            "curve_length_m": round(float(curve_by_index[index]["length_m"]), 6)
+            if index in curve_by_index
+            else None,
+        }
+        for index in range(len(pvi_s))
+    ]
+
+    station_chainage = np.array(
+        [float(station["chainage_m"]) for station in longitudinal.get("stations") or []],
+        dtype=np.float64,
+    )
+    station_plan = (
+        evaluate_profile(pvi_s, pvi_z, curves, station_chainage)
+        if len(station_chainage)
+        else np.array([])
+    )
+    station_ground = (
+        np.interp(station_chainage, chainage, ground) if len(station_chainage) else np.array([])
+    )
+    stations = [
+        {
+            "station_id": station.get("station_id"),
+            "chainage_m": round(float(station_chainage[index]), 6),
+            "plan_elevation_m": round(float(station_plan[index]), 6),
+            "ground_elevation_m": round(float(station_ground[index]), 6),
+            "cut_m": round(max(float(station_ground[index] - station_plan[index]), 0.0), 6),
+            "fill_m": round(max(float(station_plan[index] - station_ground[index]), 0.0), 6),
+        }
+        for index, station in enumerate(longitudinal.get("stations") or [])
+    ]
+
+    cut_area = float(weights[difference < 0] @ -difference[difference < 0])
+    fill_area = float(weights[difference > 0] @ difference[difference > 0])
+    return {
+        "schema_version": GRADE_SCHEMA_VERSION,
+        "id": GRADE_PROFILE_ID,
+        "name": "계획선",
+        "basis": "longitudinal_balance",
+        "criteria": {**options.as_dict(), "resolved_main_direction": direction},
+        "pvis": pvis,
+        "samples": [
+            {
+                "chainage_m": round(float(chainage[index]), 6),
+                "elevation_m": round(float(plan[index]), 6),
+                "ground_elevation_m": round(float(ground[index]), 6),
+                "difference_m": round(float(difference[index]), 6),
+            }
+            for index in range(len(chainage))
+        ],
+        "stations": stations,
+        "balance_segments": segments,
+        "summary": {
+            "cut_area_m2": round(cut_area, 6),
+            "fill_area_m2": round(fill_area, 6),
+            "balance_error_m2": round(fill_area - cut_area, 6),
+            "max_grade_pct": round(max_grade_pct, 6),
+            "vertical_curve_count": len(curves),
+            "pvi_count": len(pvi_s),
+            "balance_segment_count": len(segments),
+            "balanced": bool(converged),
+            "main_direction": direction,
+            "suggested_elevation_offset_m": (
+                round(float(suggested_offset), 3) if suggested_offset is not None else None
+            ),
+            "warnings": warnings,
+        },
+    }
diff --git a/B05_wf2_Route/B05_wf2_Route_Engine_Grade_Solver.py b/B05_wf2_Route/B05_wf2_Route_Engine_Grade_Solver.py
new file mode 100644
index 00000000..5ca57da1
--- /dev/null
+++ b/B05_wf2_Route/B05_wf2_Route_Engine_Grade_Solver.py
@@ -0,0 +1,351 @@
+"""B05 종단 계획선 산출의 수치 계산부 (적분 가중치·PVI 최적화·종단곡선 기하).
+
+[[B05_wf2_Route_Engine_Grade]] 가 설계 기준을 확정한 뒤 이 모듈의 함수를 호출한다.
+설계 기준 객체에 의존하지 않고 스칼라 인자만 받아, 기준 해석과 수치 계산을
+분리한다(700줄 제한에 따른 분할).
+"""
+
+from typing import Any, Callable
+
+import numpy as np
+from scipy.optimize import LinearConstraint, minimize
+
+# PVI 간격 산정: 최소 직선길이의 2배 이상을 두되 노선을 최대 이 개수로 나눈다.
+_MAX_PVI_SEGMENTS = 40
+# 종단곡선이 인접 곡선과 겹치지 않도록 확보하는 여유 비율
+_CURVE_OVERLAP_RATIO = 0.9
+# 구역 균형이 맞았다고 볼 평균 고저차 허용 오차 (m)
+BALANCE_TOLERANCE_M = 1e-6
+# 정확 균형이 기울기 기준과 양립하지 않을 때 쓰는 연화(soft) 균형 가중치
+_SOFT_BALANCE_WEIGHT = 1.0e4
+_TRUST_OPTIONS = {"maxiter": 1000, "gtol": 1e-10, "xtol": 1e-12}
+_SLSQP_OPTIONS = {"maxiter": 500, "ftol": 1e-12}
+
+
+def integration_weights(chainage: np.ndarray) -> np.ndarray:
+    """사다리꼴 적분용 샘플 가중치(ds)."""
+    weights = np.zeros_like(chainage)
+    weights[1:-1] = (chainage[2:] - chainage[:-2]) / 2.0
+    weights[0] = (chainage[1] - chainage[0]) / 2.0
+    weights[-1] = (chainage[-1] - chainage[-2]) / 2.0
+    return weights
+
+
+def segment_weights(
+    chainage: np.ndarray, lower: float, upper: float
+) -> tuple[np.ndarray, np.ndarray]:
+    """[lower, upper] 구간에 국한된 사다리꼴 적분 가중치를 만든다.
+
+    전역 가중치를 그대로 쓰면 구역 경계 샘플의 반폭이 옆 구역까지 걸쳐 있어
+    구역 면적이 과대 계상된다(가중치 합이 구간 길이와 어긋난다).
+    """
+    mask = (chainage >= lower - 1e-9) & (chainage <= upper + 1e-9)
+    local = chainage[mask]
+    weights = np.zeros(len(local), dtype=np.float64)
+    if len(local) < 2:
+        return mask, weights
+    weights[1:-1] = (local[2:] - local[:-2]) / 2.0
+    weights[0] = (local[1] - local[0]) / 2.0
+    weights[-1] = (local[-1] - local[-2]) / 2.0
+    return mask, weights
+
+
+def balance_boundaries(total: float, segment_length: float | None) -> np.ndarray:
+    """절·성토 균형을 맞출 구역 경계 chainage(시·종점 포함)를 만든다."""
+    if not segment_length or segment_length >= total:
+        return np.array([0.0, total], dtype=np.float64)
+    count = max(1, int(round(total / segment_length)))
+    return np.linspace(0.0, total, count + 1, dtype=np.float64)
+
+
+def pvi_chainages(boundaries: np.ndarray, total: float, min_tangent: float) -> np.ndarray:
+    """균형 구역 경계를 반드시 포함하는 PVI 후보 chainage를 배치한다."""
+    spacing = max(min_tangent * 2.0, total / _MAX_PVI_SEGMENTS)
+    nodes: list[float] = [0.0]
+    for start, end in zip(boundaries[:-1], boundaries[1:]):
+        span = float(end - start)
+        count = max(1, int(span // spacing))
+        nodes.extend(float(value) for value in np.linspace(start, end, count + 1)[1:])
+    values = np.unique(np.round(np.array(nodes, dtype=np.float64), 6))
+    return values[(values >= -1e-9) & (values <= total + 1e-9)]
+
+
+def _interp_matrix(pvi_s: np.ndarray, targets: np.ndarray) -> np.ndarray:
+    """PVI 표고 벡터를 샘플 chainage의 직선 보간 표고로 옮기는 행렬."""
+    matrix = np.zeros((len(targets), len(pvi_s)), dtype=np.float64)
+    index = np.clip(np.searchsorted(pvi_s, targets, side="right") - 1, 0, len(pvi_s) - 2)
+    span = pvi_s[index + 1] - pvi_s[index]
+    ratio = np.where(span > 0, (targets - pvi_s[index]) / np.where(span > 0, span, 1.0), 0.0)
+    rows = np.arange(len(targets))
+    matrix[rows, index] = 1.0 - ratio
+    matrix[rows, index + 1] = ratio
+    return matrix
+
+
+def _polyline_area_matrix(pvi_s: np.ndarray, lower: float, upper: float) -> np.ndarray:
+    """[lower, upper] 구간에서 PVI 직선 폴리라인의 면적 적분 계수 벡터."""
+    coefficients = np.zeros(len(pvi_s), dtype=np.float64)
+    for index in range(len(pvi_s) - 1):
+        start, end = float(pvi_s[index]), float(pvi_s[index + 1])
+        if end <= lower + 1e-9 or start >= upper - 1e-9:
+            continue
+        length = end - start
+        coefficients[index] += length / 2.0
+        coefficients[index + 1] += length / 2.0
+    return coefficients
+
+
+def grade_limits(
+    max_grade_pct: float, max_reverse_grade_pct: float, main_direction: str
+) -> tuple[float, float]:
+    """주 진행방향 기준 (상승 상한, 하강 상한)을 비율로 정한다.
+
+    주 진행방향과 반대인 쪽이 역기울기이므로 더 엄한 상한을 받는다.
+    `none`이면 주 진행방향을 특정할 수 없는 노선(V자·Λ자)이므로 양방향 모두
+    순기울기 상한을 적용한다. 방향 판정은 [[_detect_main_direction]] 이 한다.
+    """
+    main = max_grade_pct / 100.0
+    reverse = min(max_reverse_grade_pct, max_grade_pct) / 100.0
+    if main_direction == "ascending":
+        return main, reverse
+    if main_direction == "descending":
+        return reverse, main
+    return main, main
+
+
+def _best_solution(
+    attempts: list[tuple[str, np.ndarray]],
+    objective: Callable[[np.ndarray], float],
+    objective_jac: Callable[[np.ndarray], np.ndarray],
+    hessian: np.ndarray,
+    constraints: list[LinearConstraint],
+    violation: Callable[[np.ndarray], float],
+) -> tuple[np.ndarray, float]:
+    """여러 (해법, 초기값) 조합을 시도해 제약 위반이 가장 작은 해를 고른다.
+
+    trust-constr는 활성 제약이 많아지면 Jacobian이 특이해져 엉뚱한 점에서 멈추는
+    경우가 있다. 결과를 직접 검증하고 통과하면 즉시 채택, 아니면 다음 조합으로
+    넘어가되 최소 위반 해를 남긴다.
+    """
+    best: tuple[np.ndarray, float] | None = None
+    for method, initial in attempts:
+        extra = {"hess": lambda _x: hessian} if method == "trust-constr" else {}
+        settings = _TRUST_OPTIONS if method == "trust-constr" else _SLSQP_OPTIONS
+        try:
+            result = minimize(
+                objective,
+                initial,
+                jac=objective_jac,
+                constraints=constraints,
+                method=method,
+                options=settings,
+                **extra,
+            )
+        except (ValueError, np.linalg.LinAlgError):
+            continue
+        score = violation(result.x)
+        if best is None or score < best[1]:
+            best = (np.asarray(result.x, dtype=np.float64), score)
+        if score <= BALANCE_TOLERANCE_M:
+            break
+    if best is None:
+        return np.asarray(attempts[0][1], dtype=np.float64), float("inf")
+    return best
+
+
+def optimize_pvi_elevations(
+    pvi_s: np.ndarray,
+    chainage: np.ndarray,
+    ground: np.ndarray,
+    weights: np.ndarray,
+    boundaries: np.ndarray,
+    targets: np.ndarray,
+    fixed: tuple[float, float],
+    up_limit: float,
+    down_limit: float,
+) -> tuple[np.ndarray, bool]:
+    """구역별 절·성토 균형을 등식 제약으로 두고 PVI 표고를 최적화한다.
+
+    목적함수는 지반 추종(∫(계획고−지반고)²ds), 등식 제약은 구역별
+    ∫(계획고−지반고)ds = target, 부등식 제약은 구간별 종단기울기 상한이다.
+    두 번째 반환값은 정확 균형 달성 여부다.
+    """
+    matrix = _interp_matrix(pvi_s, chainage)
+    free = np.arange(1, len(pvi_s) - 1)
+    base = np.zeros(len(pvi_s), dtype=np.float64)
+    base[0], base[-1] = fixed
+    if not len(free):
+        return base, True
+
+    matrix_free = matrix[:, free]
+    offset = matrix @ base - ground
+    # 노선 길이로 정규화해 목적함수와 제약의 스케일 차이를 없앤다.
+    scale = float(weights.sum()) or 1.0
+    normalized = weights / scale
+    # 목적함수가 순수 이차식이므로 Hessian을 해석적으로 넘겨 QP로 정확히 푼다.
+    hessian = 2.0 * (matrix_free.T @ (normalized[:, None] * matrix_free))
+
+    def objective(x: np.ndarray) -> float:
+        residual = matrix_free @ x + offset
+        return float(residual @ (normalized * residual))
+
+    def objective_jac(x: np.ndarray) -> np.ndarray:
+        residual = matrix_free @ x + offset
+        return 2.0 * (matrix_free.T @ (normalized * residual))
+
+    equality: list[np.ndarray] = []
+    equality_rhs: list[float] = []
+    for index, (lower, upper) in enumerate(zip(boundaries[:-1], boundaries[1:])):
+        coefficients = _polyline_area_matrix(pvi_s, float(lower), float(upper))
+        mask, local_weights = segment_weights(chainage, float(lower), float(upper))
+        ground_area = float(local_weights @ ground[mask])
+        # 구역 길이로 나누어 면적(m²)이 아닌 평균 고저차(m) 단위로 다룬다.
+        span = max(float(upper - lower), 1e-9)
+        equality.append(coefficients[free] / span)
+        equality_rhs.append(
+            (ground_area + float(targets[index]) - float(coefficients @ base)) / span
+        )
+    equality_matrix = np.vstack(equality)
+    equality_vector = np.array(equality_rhs, dtype=np.float64)
+
+    spans = pvi_s[1:] - pvi_s[:-1]
+    difference = np.zeros((len(spans), len(pvi_s)), dtype=np.float64)
+    rows = np.arange(len(spans))
+    difference[rows, rows] = -1.0 / spans
+    difference[rows, rows + 1] = 1.0 / spans
+    difference_free = difference[:, free]
+    difference_base = difference @ base
+
+    # 종단기울기 상한은 법정 기준이므로 항상 강제 제약으로 둔다.
+    grade_constraint = LinearConstraint(
+        difference_free, -down_limit - difference_base, up_limit - difference_base
+    )
+    balance_constraint = LinearConstraint(equality_matrix, equality_vector, equality_vector)
+
+    def grade_violation(x: np.ndarray) -> float:
+        grades = difference_free @ x + difference_base
+        return float(
+            max(np.max(grades - up_limit, initial=0.0), np.max(-down_limit - grades, initial=0.0))
+        )
+
+    def total_violation(x: np.ndarray) -> float:
+        balance = float(np.max(np.abs(equality_matrix @ x - equality_vector), initial=0.0))
+        return max(grade_violation(x), balance)
+
+    # 시·종점 직선과 지반 추종, 두 출발점을 준비한다(전자는 기울기 제약을 자명하게 만족).
+    straight = np.interp(
+        pvi_s[free],
+        [float(pvi_s[0]), float(pvi_s[-1])],
+        [float(base[0]), float(base[-1])],
+    )
+    following = np.interp(pvi_s[free], chainage, ground)
+    attempts = [
+        ("trust-constr", straight),
+        ("SLSQP", straight),
+        ("trust-constr", following),
+    ]
+    elevations = base.copy()
+    solution, violation = _best_solution(
+        attempts,
+        objective,
+        objective_jac,
+        hessian,
+        [balance_constraint, grade_constraint],
+        total_violation,
+    )
+    if violation <= BALANCE_TOLERANCE_M:
+        elevations[free] = solution
+        return elevations, True
+
+    # 정확 균형이 기울기 기준과 양립하지 않는 경우: 균형을 벌점으로 완화하되
+    # 법정 기울기 제약은 그대로 강제한 채 불균형이 최소인 해를 찾는다.
+    soft_hessian = hessian + 2.0 * _SOFT_BALANCE_WEIGHT * (equality_matrix.T @ equality_matrix)
+
+    def soft_objective(x: np.ndarray) -> float:
+        gap = equality_matrix @ x - equality_vector
+        return objective(x) + _SOFT_BALANCE_WEIGHT * float(gap @ gap)
+
+    def soft_jac(x: np.ndarray) -> np.ndarray:
+        gap = equality_matrix @ x - equality_vector
+        return objective_jac(x) + 2.0 * _SOFT_BALANCE_WEIGHT * (equality_matrix.T @ gap)
+
+    solution, _ = _best_solution(
+        attempts, soft_objective, soft_jac, soft_hessian, [grade_constraint], grade_violation
+    )
+    elevations[free] = solution
+    return elevations, False
+
+
+def build_vertical_curves(
+    pvi_s: np.ndarray,
+    pvi_z: np.ndarray,
+    *,
+    radius_m: float,
+    min_curve_length_m: float,
+    skip_delta_pct: float,
+    paved: bool,
+) -> tuple[list[dict[str, Any]], list[str]]:
+    """기울기 변화점에 종단곡선(포물선)을 삽입하고 곡선 제원을 만든다."""
+    spans = pvi_s[1:] - pvi_s[:-1]
+    grades = (pvi_z[1:] - pvi_z[:-1]) / spans
+    skip_delta = skip_delta_pct / 100.0
+    curves: list[dict[str, Any]] = []
+    warnings: list[str] = []
+    for index in range(1, len(pvi_s) - 1):
+        grade_in, grade_out = float(grades[index - 1]), float(grades[index])
+        delta = grade_out - grade_in
+        if abs(delta) < 1e-9:
+            continue
+        # 비포장 도로이면서 대수차가 기준 이하이면 법정 예외로 곡선을 두지 않는다.
+        if not paved and abs(delta) <= skip_delta + 1e-12:
+            continue
+        length = radius_m * abs(delta)
+        available = min(float(spans[index - 1]), float(spans[index])) * _CURVE_OVERLAP_RATIO
+        if length > available:
+            length = available
+            warnings.append(
+                f"chainage {pvi_s[index]:.1f}m: 인접 직선이 짧아 종단곡선 길이를 "
+                f"{length:.1f}m로 줄였습니다."
+            )
+        if length < min_curve_length_m - 1e-9:
+            warnings.append(
+                f"chainage {pvi_s[index]:.1f}m: 종단곡선 길이 {length:.1f}m가 "
+                f"기준 {min_curve_length_m:.1f}m에 미달합니다."
+            )
+        if length <= 1e-9:
+            continue
+        curves.append(
+            {
+                "index": index,
+                "chainage_m": float(pvi_s[index]),
+                "elevation_m": float(pvi_z[index]),
+                "grade_in": grade_in,
+                "grade_out": grade_out,
+                "length_m": float(length),
+                "radius_m": float(length / abs(delta)),
+                # 포물선 삽입으로 직선 폴리라인 대비 발생하는 면적 차 (A·L²/24)
+                "area_offset_m2": float(delta * length * length / 24.0),
+            }
+        )
+    return curves, warnings
+
+
+def evaluate_profile(
+    pvi_s: np.ndarray, pvi_z: np.ndarray, curves: list[dict[str, Any]], targets: np.ndarray
+) -> np.ndarray:
+    """직선 + 종단곡선으로 구성된 계획선을 임의 chainage에서 평가한다."""
+    values = np.interp(targets, pvi_s, pvi_z)
+    for curve in curves:
+        half = curve["length_m"] / 2.0
+        start = curve["chainage_m"] - half
+        end = curve["chainage_m"] + half
+        mask = (targets >= start) & (targets <= end)
+        if not np.any(mask):
+            continue
+        local = targets[mask] - start
+        start_z = curve["elevation_m"] - curve["grade_in"] * half
+        delta = curve["grade_out"] - curve["grade_in"]
+        values[mask] = (
+            start_z + curve["grade_in"] * local + delta / (2.0 * curve["length_m"]) * local * local
+        )
+    return values
diff --git a/B05_wf2_Route/B05_wf2_Route_Engine_RidgeValley.py b/B05_wf2_Route/B05_wf2_Route_Engine_RidgeValley.py
index 3e063523..cb7714a2 100644
--- a/B05_wf2_Route/B05_wf2_Route_Engine_RidgeValley.py
+++ b/B05_wf2_Route/B05_wf2_Route_Engine_RidgeValley.py
@@ -487,11 +487,14 @@ def _fillet_alignment(
 
 
 def resolve_grade_bounds(options: dict[str, Any]) -> dict[str, float]:
-    """options에서 방향별 경사 상/하한을 해석한다."""
+    """options에서 방향별 경사 상/하한을 해석한다.
+
+    options의 경사 값 단위는 퍼센트(%)이므로 비율로 환산한다. default는 이미 비율이다.
+    """
 
     def _opt(key: str, default: float) -> float:
         v = options.get(key)
-        return float(v) if v is not None else default
+        return float(v) / 100.0 if v is not None else default
 
     min_uphill_grade = _opt("min_uphill_grade", ROUTE_ALT_MIN_GRADE)
     min_downhill_grade = _opt("min_downhill_grade", ROUTE_ALT_MIN_GRADE)
diff --git a/B05_wf2_Route/B05_wf2_Route_Engine_Sections.py b/B05_wf2_Route/B05_wf2_Route_Engine_Sections.py
index 00799058..67c56cde 100644
--- a/B05_wf2_Route/B05_wf2_Route_Engine_Sections.py
+++ b/B05_wf2_Route/B05_wf2_Route_Engine_Sections.py
@@ -7,9 +7,11 @@ longitudinal/, 각 횡단은 cross_sections/ 아래 파일로 저장한다. DB 
 """
 
 import json
+import logging
 from pathlib import Path
 from typing import Any
 
+from B05_wf2_Route.B05_wf2_Route_Engine_Grade import GradeDesignOptions, design_grade_line
 from B05_wf2_Route.B05_wf2_Route_Engine_Sections_Core import (
     SectionGenerationOptions,
     generate_sections,
@@ -17,6 +19,8 @@ from B05_wf2_Route.B05_wf2_Route_Engine_Sections_Core import (
 from B05_wf2_Route.B05_wf2_Route_Engine_Sections_Sampler import build_surface_sampler
 from common_util.common_util_json import atomic_write_json
 
+logger = logging.getLogger(__name__)
+
 _STAGE_SUBDIR = Path("B06_wf3_ProfileCross")
 _MODELS_SUBDIR = Path("B04_wf1_Surface") / "models"
 
@@ -73,6 +77,26 @@ def _cross_summary(cross_section: dict[str, Any]) -> dict[str, Any]:
     }
 
 
+def _append_design_profiles(
+    longitudinal: dict[str, Any], grade_options: GradeDesignOptions | None
+) -> dict[str, Any] | None:
+    """종단 계획선을 산출해 longitudinal에 붙이고 요약을 반환한다.
+
+    계획선 산출 실패가 종횡단 생성 자체를 무효화하지 않도록 예외를 격리한다.
+    횡단 설계 기반 계획선을 나중에 추가할 수 있게 배열로 보관한다.
+    """
+    longitudinal.setdefault("design_profiles", [])
+    if grade_options is None:
+        return None
+    try:
+        profile = design_grade_line(longitudinal, grade_options)
+    except (ValueError, KeyError, ArithmeticError):
+        logger.exception("B05 종단 계획선 산출 실패 (종횡단은 유지)")
+        return None
+    longitudinal["design_profiles"].append(profile)
+    return {"id": profile["id"], **profile["summary"]}
+
+
 def run_section_generation(
     project_root: Path,
     route_data_path: str,
@@ -81,6 +105,8 @@ def run_section_generation(
     smooth: bool,
     *,
     options: SectionGenerationOptions | None = None,
+    grade_options: GradeDesignOptions | None = None,
+    grade_overrides: dict[str, Any] | None = None,
     crs: str | None = None,
 ) -> dict[str, Any]:
     """종횡단을 생성·저장하고 DB 기록용 데이터를 반환한다.
@@ -108,7 +134,8 @@ def run_section_generation(
     long_dir.mkdir(parents=True, exist_ok=True)
     cross_dir.mkdir(parents=True, exist_ok=True)
 
-    # 종단면 저장
+    # 종단면 저장 (계획선은 저장 직전에 종단 데이터에 붙인다)
+    grade_summary = _append_design_profiles(result["longitudinal"], grade_options)
     long_file = long_dir / "longitudinal.json"
     atomic_write_json(long_file, result["longitudinal"])
     long_summary = {
@@ -117,6 +144,14 @@ def run_section_generation(
         "invalid_samples": result["summary"]["invalid_longitudinal_samples"],
         # 사용자 선택값의 단일 소스(DB): 재생성·재탐색 시 이 값을 우선 사용한다.
         "options": result["options"],
+        # 해석이 끝난 기준값은 기록·표시용으로만 보관한다. 이 값을 재계산 시
+        # 폴백으로 되쓰면 등급·지형을 바꿔도 옛 기본값이 법정값을 이겨 갱신되지 않는다.
+        "grade_options": grade_options.as_dict() if grade_options else None,
+        # 재계산 폴백에 쓰는 단일 소스: 사용자가 명시적으로 입력한 값만 담는다.
+        "grade_overrides": {
+            key: value for key, value in (grade_overrides or {}).items() if value is not None
+        },
+        "grade_summary": grade_summary,
     }
 
     # 측점별 횡단면 저장 (detail 조회가 폴더 전체를 glob하므로 이전 실행 잔재를 먼저 비운다)
diff --git a/B05_wf2_Route/B05_wf2_Route_Engine_Solver.py b/B05_wf2_Route/B05_wf2_Route_Engine_Solver.py
index 3f0ca367..f1d03aac 100644
--- a/B05_wf2_Route/B05_wf2_Route_Engine_Solver.py
+++ b/B05_wf2_Route/B05_wf2_Route_Engine_Solver.py
@@ -371,8 +371,9 @@ def solve_optimal_route(
         min_curve_radius_m = FOREST_ROAD_MIN_CURVE_R_M.get(grade_class, 12.0)
 
     def _grade_opt(key: str) -> float:
+        """options의 경사 값은 퍼센트(%)이므로 비율로 환산한다."""
         v = options.get(key)
-        return float(v) if (v is not None and float(v) > 0) else max_grade
+        return float(v) / 100.0 if (v is not None and float(v) > 0) else max_grade
 
     max_uphill_grade = _grade_opt("max_uphill_grade")
     max_downhill_grade = _grade_opt("max_downhill_grade")
@@ -495,6 +496,9 @@ def solve_optimal_route(
             length_m += h_dist
             grade_sums += segment_slope * h_dist
             max_grade_pct = max(max_grade_pct, segment_slope)
+            # 여기서 다루는 z는 **지반고**다. 산지 지형이 급한 것은 위반이 아니므로
+            # 법정 종단기울기가 아니라 탐색 제약(선형을 완만한 지형으로 유도하는 값)과
+            # 대조한다. 법정 기준 준수는 절·성토 후 노면이 되는 계획선이 담당한다.
             applicable = max_uphill_grade if dz > 0 else max_downhill_grade
             if dz > 0:
                 max_uphill_pct = max(max_uphill_pct, segment_slope)
@@ -646,7 +650,10 @@ def solve_optimal_route(
             "max_grade_pct": round(max_grade_pct * 100, 2),
             "max_uphill_pct": round(max_uphill_pct * 100, 2),
             "max_downhill_pct": round(max_downhill_pct * 100, 2),
+            # 아래 경사 지표는 모두 경로가 지나는 **지반고** 기준이다(노면고 아님).
             "slope_violations": slope_violations,
+            # slope_violations의 판정 기준 = 탐색 제약. 법정 기준과 혼동하지 않도록 노출한다.
+            "search_max_grade_pct": round(max(max_uphill_grade, max_downhill_grade) * 100, 2),
             "curve_violations": curve_violations,
             "min_curve_radius_m": round(min_curve_radius_actual, 2)
             if math.isfinite(min_curve_radius_actual)
diff --git a/B05_wf2_Route/B05_wf2_Route_Router.py b/B05_wf2_Route/B05_wf2_Route_Router.py
index 7e487a26..56d143a7 100644
--- a/B05_wf2_Route/B05_wf2_Route_Router.py
+++ b/B05_wf2_Route/B05_wf2_Route_Router.py
@@ -13,6 +13,7 @@ from fastapi.responses import JSONResponse
 from B03_FileInput.B03_FileInput_Repository import get_project_storage_relative_path
 from B05_wf2_Route.B05_wf2_Route_Debug import log_b05_debug
 from B05_wf2_Route.B05_wf2_Route_Engine import run_route_design
+from B05_wf2_Route.B05_wf2_Route_Engine_Grade import GradeDesignOptions, resolve_grade_options
 from B05_wf2_Route.B05_wf2_Route_Engine_Sections import run_section_generation
 from B05_wf2_Route.B05_wf2_Route_Engine_Sections_Core import SectionGenerationOptions
 from B05_wf2_Route.B05_wf2_Route_Repository import (
@@ -25,16 +26,19 @@ from B05_wf2_Route.B05_wf2_Route_Repository import (
     insert_route_points,
 )
 from B05_wf2_Route.B05_wf2_Route_Schema import (
+    GRADE_PERCENT_FIELDS,
     ContourIntervalUpdateRequest,
     ContourIntervalUpdateResponse,
     RouteConfirmResponse,
     RouteLatestResponse,
     RouteSolveRequest,
     RouteSolveResponse,
+    normalize_grade_percent,
 )
 from B06_wf3_ProfileCross.B06_wf3_ProfileCross_Repository import (
     create_longitudinal_section,
     delete_sections_for_route,
+    get_latest_grade_options,
     get_latest_section_options,
     insert_cross_sections,
 )
@@ -78,6 +82,40 @@ def _section_options(
     )
 
 
+def _normalized_route_params(params: dict[str, Any] | None) -> dict[str, Any] | None:
+    """복원 응답의 경사 값을 퍼센트로 맞춘다(과거 비율 저장분 자동 환산)."""
+    if not params:
+        return params
+    options = params.get("options")
+    if not isinstance(options, dict):
+        return params
+    return {
+        **params,
+        "options": {
+            **options,
+            **{
+                key: normalize_grade_percent(options[key])
+                for key in GRADE_PERCENT_FIELDS
+                if key in options
+            },
+        },
+    }
+
+
+def _grade_options(
+    request: RouteSolveRequest, stored_grade_options: dict[str, Any] | None
+) -> GradeDesignOptions:
+    """계획선 기준도 요청 값 → DB 저장 옵션 → config 순으로 결정한다."""
+    return resolve_grade_options(
+        request.grade_class,
+        terrain_type=request.terrain_type,
+        paved=request.paved,
+        main_direction=request.main_direction,
+        requested=request.grade_options(),
+        stored=stored_grade_options,
+    )
+
+
 @router.post("/{project_id}/route/solve", response_model=RouteSolveResponse)
 async def solve_route(
     project_id: UUID, request: RouteSolveRequest
@@ -97,6 +135,7 @@ async def solve_route(
             "cross_half_width_m": request.cross_half_width_m,
             "cross_sample_interval_m": request.cross_sample_interval_m,
             "long_sample_interval_m": request.long_sample_interval_m,
+            **request.grade_options(),
         }
         log_b05_debug(
             logger,
@@ -219,11 +258,13 @@ async def solve_route(
             # 종횡단 생성 실패는 저장된 경로를 무효화하지 않으므로 비치명적으로 처리한다.
             longitudinal_length_m: float | None = None
             cross_section_count: int | None = None
+            grade_summary: dict[str, Any] | None = None
             try:
                 crs_epsg = await get_surface_crs_epsg(
                     connection, project_id, request.surface_model_id
                 )
                 stored_options = await get_latest_section_options(connection, project_id)
+                stored_grade_options = await get_latest_grade_options(connection, project_id)
                 sections = await asyncio.to_thread(
                     run_section_generation,
                     project_root,
@@ -232,6 +273,10 @@ async def solve_route(
                     request.method,
                     request.smooth,
                     options=_section_options(request, stored_options),
+                    grade_options=_grade_options(request, stored_grade_options),
+                    # B05 폼이 계획선 입력의 authoritative 소스이므로 요청 값을 그대로
+                    # 저장한다(사용자가 값을 지우면 저장분도 지워져 법정 기본값으로 복귀).
+                    grade_overrides=request.grade_options(),
                     crs=f"EPSG:{crs_epsg}" if crs_epsg is not None else None,
                 )
                 await connection.begin()
@@ -256,6 +301,7 @@ async def solve_route(
                     raise
                 longitudinal_length_m = sections["longitudinal"]["data"]["length_m"]
                 cross_section_count = len(sections["cross_sections"])
+                grade_summary = sections["longitudinal"]["data"].get("grade_summary")
             except Exception:
                 logger.exception(
                     "B05 종횡단 생성 실패 (경로는 저장됨): project_id=%s route_id=%s",
@@ -272,6 +318,7 @@ async def solve_route(
             route_data_path=design["route_data_path"],
             longitudinal_length_m=longitudinal_length_m,
             cross_section_count=cross_section_count,
+            grade_summary=grade_summary,
         )
     except LookupError as exc:
         async with pool.acquire() as connection, connection.cursor() as cursor:
@@ -349,7 +396,9 @@ async def read_latest_route(project_id: UUID) -> RouteLatestResponse | JSONRespo
             route=latest,
             route_points=route_points,
             surface_params=surface_params,
-            route_params=route_stage.get("params") if route_stage else None,
+            route_params=_normalized_route_params(
+                route_stage.get("params") if route_stage else None
+            ),
         )
     except Exception:
         logger.exception("B05 최신 경로 조회 실패: project_id=%s", project_id)
diff --git a/B05_wf2_Route/B05_wf2_Route_Schema.py b/B05_wf2_Route/B05_wf2_Route_Schema.py
index baf7652c..8c8d44ec 100644
--- a/B05_wf2_Route/B05_wf2_Route_Schema.py
+++ b/B05_wf2_Route/B05_wf2_Route_Schema.py
@@ -4,7 +4,37 @@ from typing import Any
 
 from pydantic import BaseModel, ConfigDict, Field, model_validator
 
-from config.config_system import ROUTE_GRADE_CLASSES
+from config.config_system import (
+    GRADE_MAIN_DIRECTIONS,
+    GRADE_TERRAIN_TYPES,
+    ROUTE_GRADE_CLASSES,
+)
+
+# 경사 입력은 화면·API·DB 모두 **퍼센트(%)** 로 통일한다(비율로 쓰던 과거와 다름).
+# 엔진 진입점에서만 100으로 나눠 비율로 바꾼다.
+GRADE_PERCENT_FIELDS = (
+    "max_uphill_grade",
+    "max_downhill_grade",
+    "min_uphill_grade",
+    "min_downhill_grade",
+)
+# 과거 버전은 같은 필드를 비율(0.14 = 14%)로 저장했다. 임도 종단기울기를 1% 이하로
+# 두는 경우는 없으므로, 1 이하 값은 레거시 비율로 보고 퍼센트로 환산한다.
+LEGACY_GRADE_RATIO_MAX = 1.0
+
+
+def normalize_grade_percent(value: Any) -> Any:
+    """경사 값을 퍼센트로 정규화한다(레거시 비율 자동 환산)."""
+    if value is None:
+        return None
+    try:
+        number = float(value)
+    except (TypeError, ValueError):
+        return value
+    if 0.0 < number <= LEGACY_GRADE_RATIO_MAX:
+        # 0.14 * 100 = 14.000000000000002 같은 잔여 오차를 남기지 않는다.
+        return round(number * 100.0, 6)
+    return number
 
 
 class RoutePoint(BaseModel):
@@ -48,10 +78,11 @@ class RouteSolveRequest(BaseModel):
     grade_class: str = Field(default="trunk")
     paved: bool = Field(default=False)
     min_curve_radius_m: float | None = None
-    max_uphill_grade: float | None = None
-    max_downhill_grade: float | None = None
-    min_uphill_grade: float | None = None
-    min_downhill_grade: float | None = None
+    # 경로탐색 경사 제약 (단위: %). 과거 비율 저장분은 검증 단계에서 자동 환산된다.
+    max_uphill_grade: float | None = Field(default=None, ge=0, le=100)
+    max_downhill_grade: float | None = Field(default=None, ge=0, le=100)
+    min_uphill_grade: float | None = Field(default=None, ge=0, le=100)
+    min_downhill_grade: float | None = Field(default=None, ge=0, le=100)
     weights: dict[str, float] | None = None
     allow_avoid_pass_through: bool = Field(default=False)
     station_interval_m: float | None = Field(default=None, gt=0)
@@ -59,14 +90,44 @@ class RouteSolveRequest(BaseModel):
     cross_sample_interval_m: float | None = Field(default=None, gt=0)
     long_sample_interval_m: float | None = Field(default=None, gt=0)
 
+    # 종단 계획선(계획고) 설계 옵션. 빈 값은 null로 두어 config 기본값을 쓴다.
+    terrain_type: str = Field(default="normal", description="지형 구분 (normal/special)")
+    main_direction: str = Field(
+        default="auto", description="주 진행방향 (auto/ascending/descending/none)"
+    )
+    max_grade_pct: float | None = Field(default=None, gt=0)
+    min_vertical_radius_m: float | None = Field(default=None, gt=0)
+    min_tangent_length_m: float | None = Field(default=None, gt=0)
+    balance_segment_length_m: float | None = Field(default=None, gt=0)
+    start_elevation_offset_m: float | None = None
+    end_elevation_offset_m: float | None = None
+
     @model_validator(mode="after")
     def validate_choices(self) -> "RouteSolveRequest":
         if self.grade_class not in ROUTE_GRADE_CLASSES:
             raise ValueError(f"임도 등급은 {ROUTE_GRADE_CLASSES} 중 하나여야 합니다.")
         if self.algorithm not in ("dijkstra", "ridge_valley"):
             raise ValueError("경로 알고리즘은 dijkstra 또는 ridge_valley여야 합니다.")
+        if self.terrain_type not in GRADE_TERRAIN_TYPES:
+            raise ValueError(f"지형 구분은 {GRADE_TERRAIN_TYPES} 중 하나여야 합니다.")
+        if self.main_direction not in GRADE_MAIN_DIRECTIONS:
+            raise ValueError(f"주 진행방향은 {GRADE_MAIN_DIRECTIONS} 중 하나여야 합니다.")
+        # 화면·DB에 남아 있던 비율 표기를 퍼센트로 맞춰 이후 단계를 단일 단위로 만든다.
+        for field_name in GRADE_PERCENT_FIELDS:
+            setattr(self, field_name, normalize_grade_percent(getattr(self, field_name)))
         return self
 
+    def grade_options(self) -> dict[str, Any]:
+        """계획선 엔진에 넘길 요청 측 재정의 값(사용자가 비우면 None)."""
+        return {
+            "max_grade_pct": self.max_grade_pct,
+            "min_vertical_radius_m": self.min_vertical_radius_m,
+            "min_tangent_length_m": self.min_tangent_length_m,
+            "balance_segment_length_m": self.balance_segment_length_m,
+            "start_elevation_offset_m": self.start_elevation_offset_m,
+            "end_elevation_offset_m": self.end_elevation_offset_m,
+        }
+
     def points_data(self) -> dict[str, Any]:
         return {
             "bp": self.bp.model_dump(),
@@ -80,6 +141,8 @@ class RouteSolveRequest(BaseModel):
         return {
             "grade_class": self.grade_class,
             "paved": self.paved,
+            "terrain_type": self.terrain_type,
+            "main_direction": self.main_direction,
             "min_curve_radius_m": self.min_curve_radius_m,
             "max_uphill_grade": self.max_uphill_grade,
             "max_downhill_grade": self.max_downhill_grade,
@@ -119,6 +182,8 @@ class RouteSolveResponse(BaseModel):
     # 종횡단 생성 실패 시 None (경로 자체는 저장됨)
     longitudinal_length_m: float | None = None
     cross_section_count: int | None = None
+    # 계획선 산출 실패 시 None (종횡단·경로는 저장됨)
+    grade_summary: dict[str, Any] | None = None
 
 
 class RouteConfirmResponse(BaseModel):
diff --git a/B05_wf2_Route/B05_wf2_Route_UI_Page.ts b/B05_wf2_Route/B05_wf2_Route_UI_Page.ts
index 315b6efa..60005129 100644
--- a/B05_wf2_Route/B05_wf2_Route_UI_Page.ts
+++ b/B05_wf2_Route/B05_wf2_Route_UI_Page.ts
@@ -167,6 +167,14 @@ export async function renderB05Route(root: HTMLElement): Promise<void> {
       stationInterval: next.route_params?.station_interval_m ?? undefined,
       crossSampleInterval: next.route_params?.cross_sample_interval_m ?? undefined,
       longSampleInterval: next.route_params?.long_sample_interval_m ?? undefined,
+      terrainType: options.terrain_type as RoutePanelValues["terrainType"] | undefined,
+      mainDirection: options.main_direction as RoutePanelValues["mainDirection"] | undefined,
+      maxGradePct: next.route_params?.max_grade_pct ?? undefined,
+      minVerticalRadius: next.route_params?.min_vertical_radius_m ?? undefined,
+      minTangentLength: next.route_params?.min_tangent_length_m ?? undefined,
+      balanceSegmentLength: next.route_params?.balance_segment_length_m ?? undefined,
+      startElevationOffset: next.route_params?.start_elevation_offset_m ?? undefined,
+      endElevationOffset: next.route_params?.end_elevation_offset_m ?? undefined,
     });
     viewer.markers.setPoints(restorePoints(next));
   }
@@ -265,11 +273,21 @@ export async function renderB05Route(root: HTMLElement): Promise<void> {
         cross_half_width_m: null,
         cross_sample_interval_m: values.crossSampleInterval,
         long_sample_interval_m: values.longSampleInterval,
+        terrain_type: values.terrainType,
+        main_direction: values.mainDirection,
+        max_grade_pct: values.maxGradePct,
+        min_vertical_radius_m: values.minVerticalRadius,
+        min_tangent_length_m: values.minTangentLength,
+        balance_segment_length_m: values.balanceSegmentLength,
+        start_elevation_offset_m: values.startElevationOffset,
+        end_elevation_offset_m: values.endElevationOffset,
       });
       renderLatest(await fetchLatestRoute(activeProjectId));
       await restoreSections(solved.route_id);
       if (solved.cross_section_count === null) {
         showToast("경로는 저장되었지만 종횡단 생성에 실패했습니다.", "error");
+      } else if (solved.grade_summary === null) {
+        showToast("경로·종횡단은 저장되었지만 계획선 산출에 실패했습니다.", "error");
       } else {
         showToast("최적 경로 계산이 완료되었습니다.", "success");
       }
diff --git a/B05_wf2_Route/B05_wf2_Route_UI_Panel.ts b/B05_wf2_Route/B05_wf2_Route_UI_Panel.ts
index 1409aa42..73bd9dd9 100644
--- a/B05_wf2_Route/B05_wf2_Route_UI_Panel.ts
+++ b/B05_wf2_Route/B05_wf2_Route_UI_Panel.ts
@@ -16,8 +16,30 @@ export interface RoutePanelValues {
   stationInterval: number | null;
   crossSampleInterval: number | null;
   longSampleInterval: number | null;
+  terrainType: "normal" | "special";
+  mainDirection: "auto" | "ascending" | "descending" | "none";
+  maxGradePct: number | null;
+  minVerticalRadius: number | null;
+  minTangentLength: number | null;
+  balanceSegmentLength: number | null;
+  startElevationOffset: number | null;
+  endElevationOffset: number | null;
 }
 
+/**
+ * 「임도설치 및 관리 등에 관한 규정」[별표 1-2] 기준값.
+ * 등급을 바꾸면 이 값이 계획선 폼의 placeholder(미입력 시 서버 기본값)로 반영된다.
+ * 실제 기본값 결정은 서버 config가 단일 소스이며 여기서는 안내만 한다.
+ */
+const PROFILE_CRITERIA: Record<
+  RoutePanelValues["gradeClass"],
+  { speed: number; grade: Record<RoutePanelValues["terrainType"], number>; radius: number }
+> = {
+  trunk: { speed: 40, grade: { normal: 7, special: 10 }, radius: 450 },
+  branch: { speed: 30, grade: { normal: 8, special: 12 }, radius: 250 },
+  work: { speed: 20, grade: { normal: 9, special: 14 }, radius: 100 },
+};
+
 interface PanelCallbacks {
   onSolve: () => void;
   onConfirm: () => void;
@@ -195,10 +217,10 @@ export function createRoutePanel(callbacks: PanelCallbacks) {
   gradeLabel.className = "b05-route__field";
   gradeLabel.append(document.createTextNode("임도 등급"), gradeClass);
   const minCurveRadius = numberField("최소 곡선반경 (m)");
-  const maxUphillGrade = numberField("오르막 경사 상한");
-  const maxDownhillGrade = numberField("내리막 경사 상한");
-  const minUphillGrade = numberField("오르막 경사 하한");
-  const minDownhillGrade = numberField("내리막 경사 하한");
+  const maxUphillGrade = numberField("오르막 경사 상한 (%)");
+  const maxDownhillGrade = numberField("내리막 경사 상한 (%)");
+  const minUphillGrade = numberField("오르막 경사 하한 (%)");
+  const minDownhillGrade = numberField("내리막 경사 하한 (%)");
   const paved = checkbox("포장 임도", false);
   const avoidPass = checkbox("회피구역 통과 허용", false);
   const details = document.createElement("details");
@@ -234,6 +256,71 @@ export function createRoutePanel(callbacks: PanelCallbacks) {
     longSampleInterval.wrapper,
   );
 
+  const gradeLine = section("계획선(시공계획고) 설계");
+  const terrainType = document.createElement("select");
+  terrainType.innerHTML =
+    '<option value="normal">일반지형</option><option value="special">특수지형</option>';
+  const terrainLabel = document.createElement("label");
+  terrainLabel.className = "b05-route__field";
+  terrainLabel.append(document.createTextNode("지형 구분"), terrainType);
+  // 역기울기(5%) 상한을 어느 방향에 적용할지 결정한다. 계곡 횡단·능선 통과처럼
+  // 주 진행방향이 없는 노선에 역기울기를 걸면 지형을 따라갈 수 없어진다.
+  const mainDirection = document.createElement("select");
+  mainDirection.innerHTML =
+    '<option value="auto">자동 판정</option>' +
+    '<option value="ascending">상행 (오르막 노선)</option>' +
+    '<option value="descending">하행 (내리막 노선)</option>' +
+    '<option value="none">역기울기 미적용</option>';
+  const directionLabel = document.createElement("label");
+  directionLabel.className = "b05-route__field";
+  directionLabel.append(document.createTextNode("주 진행방향"), mainDirection);
+  const maxGradePct = numberField("최대 종단기울기 (%)");
+  const minVerticalRadius = numberField("종단곡선 최소 반경 (m)");
+  const minTangentLength = numberField("최소 직선 길이 (m)");
+  const balanceSegmentLength = numberField("균형 구역 길이 (m, 비우면 전체)");
+  const startElevationOffset = numberField("시점 계획고 조정 (m)");
+  const endElevationOffset = numberField("종점 계획고 조정 (m)");
+  const criteriaNote = document.createElement("p");
+  criteriaNote.className = "b05-route__note";
+  const gradeAdvanced = document.createElement("details");
+  const gradeSummary = document.createElement("summary");
+  gradeSummary.textContent = "기준값 직접 지정";
+  gradeAdvanced.append(
+    gradeSummary,
+    maxGradePct.wrapper,
+    minVerticalRadius.wrapper,
+    minTangentLength.wrapper,
+    startElevationOffset.wrapper,
+    endElevationOffset.wrapper,
+  );
+  const gradeHelp = document.createElement("details");
+  gradeHelp.innerHTML =
+    "<summary>계획선이란?</summary><p>공사 후 노면이 될 높이입니다. 직선과 종단곡선만으로 구성되며, " +
+    "절토량과 성토량이 균형을 이루도록(적분값 0) 자동 산출됩니다.</p>";
+  gradeLine.body.append(
+    terrainLabel,
+    directionLabel,
+    balanceSegmentLength.wrapper,
+    criteriaNote,
+    gradeAdvanced,
+    gradeHelp,
+  );
+
+  /** 등급·지형 선택에 맞춰 법정 기준값을 placeholder와 안내문에 반영한다. */
+  function syncCriteria(): void {
+    const criteria = PROFILE_CRITERIA[gradeClass.value as RoutePanelValues["gradeClass"]];
+    const terrain = terrainType.value as RoutePanelValues["terrainType"];
+    maxGradePct.placeholder = String(criteria.grade[terrain]);
+    minVerticalRadius.placeholder = String(criteria.radius);
+    minTangentLength.placeholder = "20";
+    criteriaNote.textContent =
+      `설계속도 ${criteria.speed}km/h 기준 — 종단기울기 ${criteria.grade[terrain]}% 이하, ` +
+      `종단곡선 반경 ${criteria.radius}m 이상. 비워두면 이 기준이 적용됩니다.`;
+  }
+  gradeClass.addEventListener("change", syncCriteria);
+  terrainType.addEventListener("change", syncCriteria);
+  syncCriteria();
+
   const result = section("경로 설계 산출 결과");
   const stale = document.createElement("span");
   stale.className = "b05-route__stale";
@@ -264,6 +351,14 @@ export function createRoutePanel(callbacks: PanelCallbacks) {
     stationInterval,
     crossSampleInterval,
     longSampleInterval,
+    terrainType,
+    mainDirection,
+    maxGradePct,
+    minVerticalRadius,
+    minTangentLength,
+    balanceSegmentLength,
+    startElevationOffset,
+    endElevationOffset,
   ];
   inputElements.forEach((input) => input.addEventListener("change", callbacks.onInputChange));
   root.append(
@@ -272,6 +367,7 @@ export function createRoutePanel(callbacks: PanelCallbacks) {
     selected.root,
     conditions.root,
     sectionOptions.root,
+    gradeLine.root,
     result.root,
     actionRow,
   );
@@ -294,6 +390,14 @@ export function createRoutePanel(callbacks: PanelCallbacks) {
         stationInterval: parseOptional(stationInterval),
         crossSampleInterval: parseOptional(crossSampleInterval),
         longSampleInterval: parseOptional(longSampleInterval),
+        terrainType: terrainType.value as RoutePanelValues["terrainType"],
+        mainDirection: mainDirection.value as RoutePanelValues["mainDirection"],
+        maxGradePct: parseOptional(maxGradePct),
+        minVerticalRadius: parseOptional(minVerticalRadius),
+        minTangentLength: parseOptional(minTangentLength),
+        balanceSegmentLength: parseOptional(balanceSegmentLength),
+        startElevationOffset: parseOptional(startElevationOffset),
+        endElevationOffset: parseOptional(endElevationOffset),
       };
     },
     restore(values: Partial<RoutePanelValues>) {
@@ -312,6 +416,19 @@ export function createRoutePanel(callbacks: PanelCallbacks) {
         crossSampleInterval.value = String(values.crossSampleInterval);
       if (values.longSampleInterval != null)
         longSampleInterval.value = String(values.longSampleInterval);
+      if (values.terrainType) terrainType.value = values.terrainType;
+      if (values.mainDirection) mainDirection.value = values.mainDirection;
+      if (values.maxGradePct != null) maxGradePct.value = String(values.maxGradePct);
+      if (values.minVerticalRadius != null)
+        minVerticalRadius.value = String(values.minVerticalRadius);
+      if (values.minTangentLength != null) minTangentLength.value = String(values.minTangentLength);
+      if (values.balanceSegmentLength != null)
+        balanceSegmentLength.value = String(values.balanceSegmentLength);
+      if (values.startElevationOffset != null)
+        startElevationOffset.value = String(values.startElevationOffset);
+      if (values.endElevationOffset != null)
+        endElevationOffset.value = String(values.endElevationOffset);
+      syncCriteria();
     },
     setSelected(point: PlacedRoutePoint | null) {
       selected.root.hidden = !point;
diff --git a/B05_wf2_Route/B05_wf2_Route_UI_Profile_Panel.ts b/B05_wf2_Route/B05_wf2_Route_UI_Profile_Panel.ts
index 7026ce4a..4585997d 100644
--- a/B05_wf2_Route/B05_wf2_Route_UI_Profile_Panel.ts
+++ b/B05_wf2_Route/B05_wf2_Route_UI_Profile_Panel.ts
@@ -11,6 +11,45 @@ import "../B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Style.css";
 
 const COLLAPSED_KEY = "b05-route-profile-collapsed";
 const HORIZONTAL_SCROLLBAR_HEIGHT = 16;
+const BALANCE_BAR_HEIGHT = 24;
+
+/** 계획선 절·성토 균형 결과를 종단도 위에 한 줄 요약으로 보여준다. */
+function renderBalanceSummary(data: LongitudinalSection): HTMLElement | null {
+  const profile = data.design_profiles?.[0];
+  if (!profile) return null;
+  const bar = document.createElement("div");
+  bar.className = "b05-route-profile__balance";
+  const summary = profile.summary;
+  const entries: Array<[string, string, string?]> = [
+    ["절토", `${summary.cut_area_m2.toFixed(1)} m²`, "cut"],
+    ["성토", `${summary.fill_area_m2.toFixed(1)} m²`, "fill"],
+    ["균형오차", `${summary.balance_error_m2.toFixed(2)} m²${summary.balanced ? "" : " (근사)"}`],
+    ["최대 종단기울기", `${summary.max_grade_pct.toFixed(2)} %`],
+    ["종단곡선", `${summary.vertical_curve_count} 개`],
+  ];
+  if (summary.balance_segment_count > 1) {
+    entries.push(["균형구역", `${summary.balance_segment_count} 개`]);
+  }
+  if (summary.suggested_elevation_offset_m !== null) {
+    entries.push(["시·종점 조정 제안", `${summary.suggested_elevation_offset_m.toFixed(1)} m`]);
+  }
+  entries.forEach(([label, value, tone]) => {
+    const item = document.createElement("span");
+    item.className = `b05-route-profile__balance-item${tone ? ` is-${tone}` : ""}`;
+    const caption = document.createElement("em");
+    caption.textContent = label;
+    item.append(caption, document.createTextNode(value));
+    bar.append(item);
+  });
+  if (summary.warnings.length) {
+    const warning = document.createElement("span");
+    warning.className = "b05-route-profile__balance-warning";
+    warning.textContent = `⚠ ${summary.warnings[0]}`;
+    warning.title = summary.warnings.join("\n");
+    bar.append(warning);
+  }
+  return bar;
+}
 
 function normalizedLongitudinal(data: LongitudinalSection): LongitudinalSection {
   return {
@@ -44,24 +83,28 @@ export function createRouteProfilePanel(onSelectStation: (stationId: string) =>
   function draw(): void {
     if (!detail || body.clientWidth <= 0 || body.clientHeight <= 0) return;
     const availableWidth = Math.max(1, body.clientWidth - 30);
-    const height = Math.max(1, body.clientHeight - HORIZONTAL_SCROLLBAR_HEIGHT);
+    const balance = renderBalanceSummary(detail.longitudinal);
+    const height = Math.max(
+      1,
+      body.clientHeight - HORIZONTAL_SCROLLBAR_HEIGHT - (balance ? BALANCE_BAR_HEIGHT : 0),
+    );
     const minimumWidth = longitudinalMinimumWidth(detail.longitudinal, stationInterval);
     const width = Math.max(availableWidth, minimumWidth);
     lastWidth = body.clientWidth;
     lastHeight = height;
-    body.replaceChildren(
-      createLongitudinalProfile(
-        normalizedLongitudinal(detail.longitudinal),
-        selectedStationId,
-        1,
-        undefined,
-        onSelectStation,
-        stationInterval,
-        width,
-        height,
-        minimumWidth,
-      ),
+    const chart = createLongitudinalProfile(
+      normalizedLongitudinal(detail.longitudinal),
+      selectedStationId,
+      1,
+      undefined,
+      onSelectStation,
+      stationInterval,
+      width,
+      height,
+      minimumWidth,
+      detail.longitudinal.design_profiles ?? [],
     );
+    body.replaceChildren(...(balance ? [balance, chart] : [chart]));
   }
 
   const resizeObserver = new ResizeObserver(() => {
diff --git a/B05_wf2_Route/B05_wf2_Route_UI_Style.css b/B05_wf2_Route/B05_wf2_Route_UI_Style.css
index 711d87c3..57b25cfd 100644
--- a/B05_wf2_Route/B05_wf2_Route_UI_Style.css
+++ b/B05_wf2_Route/B05_wf2_Route_UI_Style.css
@@ -242,3 +242,50 @@
   color: var(--color-text-body);
   font-size: var(--text-caption);
 }
+
+/* 계획선 설계 폼 안내문 */
+.b05-route__note {
+  margin: 0;
+  color: var(--color-text-muted, var(--color-plum-velvet));
+  font-size: var(--text-caption);
+  line-height: 1.4;
+}
+
+/* 종단면도 상단 절·성토 균형 지표 바 */
+.b05-route-profile__balance {
+  display: flex;
+  flex-wrap: nowrap;
+  gap: var(--spacing-16);
+  align-items: center;
+  height: 24px;
+  padding: 0 var(--spacing-8);
+  overflow-x: auto;
+  overflow-y: hidden;
+  font-size: var(--text-caption);
+  white-space: nowrap;
+}
+
+.b05-route-profile__balance-item {
+  display: inline-flex;
+  gap: var(--spacing-8);
+  align-items: center;
+}
+
+.b05-route-profile__balance-item em {
+  color: var(--color-text-muted, var(--color-plum-velvet));
+  font-style: normal;
+}
+
+.b05-route-profile__balance-item.is-cut em {
+  color: rgb(220 38 38);
+}
+
+.b05-route-profile__balance-item.is-fill em {
+  color: rgb(37 99 235);
+}
+
+.b05-route-profile__balance-warning {
+  overflow: hidden;
+  color: rgb(180 83 9);
+  text-overflow: ellipsis;
+}
diff --git a/B06_wf3_ProfileCross/B06_wf3_ProfileCross_Api_Fetch.ts b/B06_wf3_ProfileCross/B06_wf3_ProfileCross_Api_Fetch.ts
index 70c99638..1b486f42 100644
--- a/B06_wf3_ProfileCross/B06_wf3_ProfileCross_Api_Fetch.ts
+++ b/B06_wf3_ProfileCross/B06_wf3_ProfileCross_Api_Fetch.ts
@@ -64,10 +64,55 @@ export interface SectionStation {
   frame: { left_xy: [number, number] };
 }
 
+/** 계획선 샘플 (계획고와 지반고, 그 차이). */
+export interface DesignProfileSample {
+  chainage_m: number;
+  elevation_m: number;
+  ground_elevation_m: number;
+  difference_m: number;
+}
+
+/** 절·성토 균형을 판정하는 구역 단위 결과. */
+export interface DesignProfileSegment {
+  index: number;
+  start_chainage_m: number;
+  end_chainage_m: number;
+  cut_area_m2: number;
+  fill_area_m2: number;
+  balance_error_m2: number;
+}
+
+export interface DesignProfileSummary {
+  cut_area_m2: number;
+  fill_area_m2: number;
+  balance_error_m2: number;
+  max_grade_pct: number;
+  vertical_curve_count: number;
+  pvi_count: number;
+  balance_segment_count: number;
+  balanced: boolean;
+  main_direction: string;
+  suggested_elevation_offset_m: number | null;
+  warnings: string[];
+}
+
+/**
+ * 종단 계획선. 횡단 설계 기반 계획선이 추가될 수 있어 배열로 전달된다.
+ */
+export interface DesignProfile {
+  id: string;
+  name: string;
+  basis: string;
+  samples: DesignProfileSample[];
+  balance_segments: DesignProfileSegment[];
+  summary: DesignProfileSummary;
+}
+
 export interface LongitudinalSection {
   length_m: number;
   samples: SectionSample[];
   stations: SectionStation[];
+  design_profiles?: DesignProfile[];
 }
 
 export interface CrossSection extends SectionStation {
diff --git a/B06_wf3_ProfileCross/B06_wf3_ProfileCross_Repository.py b/B06_wf3_ProfileCross/B06_wf3_ProfileCross_Repository.py
index fe04565c..79535892 100644
--- a/B06_wf3_ProfileCross/B06_wf3_ProfileCross_Repository.py
+++ b/B06_wf3_ProfileCross/B06_wf3_ProfileCross_Repository.py
@@ -86,6 +86,36 @@ async def get_latest_section_options(
     return options if isinstance(options, dict) else None
 
 
+async def get_latest_grade_options(
+    connection: aiomysql.Connection, project_id: UUID
+) -> dict[str, Any] | None:
+    """최신 종단면 data에 저장된 계획선 **사용자 입력값**을 반환한다 (없으면 None).
+
+    해석이 끝난 기준값(`grade_options`)이 아니라 사용자가 명시 입력한 값
+    (`grade_overrides`)만 돌려준다. 전자를 폴백으로 되쓰면 등급·지형 구분을 바꿔도
+    옛 기본값이 법정값을 이겨 갱신되지 않는다.
+    """
+    async with connection.cursor() as cursor:
+        await cursor.execute(
+            """
+            SELECT data
+            FROM longitudinal_sections
+            WHERE project_id = %s
+            ORDER BY id DESC
+            LIMIT 1
+            """,
+            (str(project_id),),
+        )
+        row = await cursor.fetchone()
+    if not row or not row[0]:
+        return None
+    data = row[0]
+    if isinstance(data, str):
+        data = json.loads(data)
+    overrides = data.get("grade_overrides") if isinstance(data, dict) else None
+    return overrides if isinstance(overrides, dict) else None
+
+
 async def get_route_generation_source(
     connection: aiomysql.Connection, project_id: UUID, route_id: int
 ) -> dict[str, Any] | None:
diff --git a/B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Section_View.ts b/B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Section_View.ts
index 85c4fed2..704f7af5 100644
--- a/B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Section_View.ts
+++ b/B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Section_View.ts
@@ -1,6 +1,7 @@
 import { currentLanguageIndex, ui_locales } from "@ui/ui_template_locale";
 import type {
   CrossSection,
+  DesignProfile,
   LongitudinalSection,
   SectionDetailResponse,
   SectionSample,
@@ -112,6 +113,47 @@ export function longitudinalMinimumWidth(
   return LONG_PAD.left + LONG_PAD.right + Math.max(1, data.stations.length) * labelWidth;
 }
 
+/**
+ * 계획선과 지반선 사이를 절토(계획고 < 지반고)·성토 구간으로 나눠 음영을 그린다.
+ * 부호가 바뀌는 지점에서 끊어 절토와 성토가 섞이지 않게 한다.
+ */
+function appendCutFillBands(
+  svg: SVGSVGElement,
+  profile: DesignProfile,
+  x: (chainage: number) => number,
+  planY: (index: number) => number,
+  groundY: (index: number) => number,
+): void {
+  const samples = profile.samples;
+  let start = 0;
+  const flush = (end: number): void => {
+    if (end - start < 1) return;
+    const sign = samples[start].difference_m;
+    if (Math.abs(sign) < 1e-9) return;
+    const top: string[] = [];
+    const bottom: string[] = [];
+    for (let index = start; index <= end; index += 1) {
+      top.push(`${x(samples[index].chainage_m)},${planY(index)}`);
+      bottom.unshift(`${x(samples[index].chainage_m)},${groundY(index)}`);
+    }
+    svg.append(
+      svgElement("polygon", {
+        points: [...top, ...bottom].join(" "),
+        class: `b06-chart__band b06-chart__band--${sign < 0 ? "cut" : "fill"}`,
+      }),
+    );
+  };
+  for (let index = 1; index < samples.length; index += 1) {
+    const previous = samples[index - 1].difference_m;
+    const current = samples[index].difference_m;
+    if (previous === 0 || current === 0 || Math.sign(previous) !== Math.sign(current)) {
+      flush(index);
+      start = index;
+    }
+  }
+  flush(samples.length - 1);
+}
+
 export function createLongitudinalProfile(
   data: LongitudinalSection,
   selectedStationId: string | null,
@@ -122,6 +164,7 @@ export function createLongitudinalProfile(
   widthPx = LONG_WIDTH,
   heightPx = LONG_HEIGHT,
   minimumWidthPx = widthPx,
+  designProfiles: DesignProfile[] = [],
 ): HTMLElement {
   const samples = data.samples.filter(validElevation);
   if (samples.length < 2) return emptyView(L("B06_Profile_View_NoLongitudinal"));
@@ -141,7 +184,10 @@ export function createLongitudinalProfile(
   svg.append(svgElement("rect", { width: widthPx, height: heightPx, class: "b06-chart__bg" }));
 
   const maxChainage = Math.max(data.length_m, samples[samples.length - 1]?.chainage_m ?? 1, 1);
-  const elevations = samples.map((sample) => sample.elevation_m);
+  // 계획선이 지반선 밖으로 나가도 잘리지 않도록 세로 범위에 함께 반영한다.
+  const elevations = samples
+    .map((sample) => sample.elevation_m)
+    .concat(designProfiles.flatMap((profile) => profile.samples.map((s) => s.elevation_m)));
   const rawMin = yScaleOptions?.globalMinElevation ?? Math.min(...elevations);
   const rawMax = yScaleOptions?.globalMaxElevation ?? Math.max(...elevations);
   const elevationMid = (rawMin + rawMax) / 2;
@@ -177,6 +223,32 @@ export function createLongitudinalProfile(
     );
   }
 
+  // 절·성토 음영과 균형 구역 경계는 측점선·프로파일선보다 아래에 깔린다.
+  const toY = (elevation: number) => y(elevationMid + (elevation - elevationMid) * exaggeration);
+  for (const profile of designProfiles) {
+    if (profile.samples.length < 2) continue;
+    appendCutFillBands(
+      svg,
+      profile,
+      x,
+      (index) => toY(profile.samples[index].elevation_m),
+      (index) => toY(profile.samples[index].ground_elevation_m),
+    );
+    if (profile.balance_segments.length > 1) {
+      for (const segment of profile.balance_segments.slice(1)) {
+        svg.append(
+          svgElement("line", {
+            x1: x(segment.start_chainage_m),
+            y1: LONG_PAD.top,
+            x2: x(segment.start_chainage_m),
+            y2: heightPx - LONG_PAD.bottom,
+            class: "b06-chart__balance-boundary",
+          }),
+        );
+      }
+    }
+  }
+
   for (const station of data.stations) {
     const stationX = x(station.chainage_m);
     const selected = station.station_id === selectedStationId;
@@ -221,6 +293,17 @@ export function createLongitudinalProfile(
       return `${x(sample.chainage_m ?? 0)},${y(elevated)}`;
     })
     .join(" ");
+  for (const profile of designProfiles) {
+    if (profile.samples.length < 2) continue;
+    svg.append(
+      svgElement("polyline", {
+        points: profile.samples
+          .map((sample) => `${x(sample.chainage_m)},${toY(sample.elevation_m)}`)
+          .join(" "),
+        class: "b06-chart__design-profile",
+      }),
+    );
+  }
   svg.append(
     svgElement("polyline", { points, class: "b06-chart__profile" }),
     svgElement("line", {
diff --git a/B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Style.css b/B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Style.css
index f01181b8..6dac0848 100644
--- a/B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Style.css
+++ b/B06_wf3_ProfileCross/B06_wf3_ProfileCross_UI_Style.css
@@ -298,6 +298,34 @@
   stroke-width: 2.4;
 }
 
+/* 종단 계획선(시공계획고): 지반선과 구분되도록 파선 + 강조색 */
+.b06-chart__design-profile {
+  fill: none;
+  stroke: var(--color-royal-amethyst);
+  stroke-width: 2.2;
+  stroke-dasharray: 8 4;
+}
+
+/* 절토(계획고가 지반고보다 낮음) / 성토 구간 음영 */
+.b06-chart__band {
+  stroke: none;
+}
+
+.b06-chart__band--cut {
+  fill: rgb(220 38 38 / 14%);
+}
+
+.b06-chart__band--fill {
+  fill: rgb(37 99 235 / 14%);
+}
+
+.b06-chart__balance-boundary {
+  stroke: var(--color-royal-amethyst);
+  stroke-width: 1.2;
+  stroke-dasharray: 3 3;
+  opacity: 0.55;
+}
+
 .b06-chart__station {
   cursor: pointer;
 }
diff --git a/B07_wf4_DesignDetail/B07_wf4_DesignDetail_UI_Page.ts b/B07_wf4_DesignDetail/B07_wf4_DesignDetail_UI_Page.ts
index 3e7bccc5..6fecd3d9 100644
--- a/B07_wf4_DesignDetail/B07_wf4_DesignDetail_UI_Page.ts
+++ b/B07_wf4_DesignDetail/B07_wf4_DesignDetail_UI_Page.ts
@@ -389,6 +389,17 @@ export async function renderB07DesignDetail(root: HTMLElement): Promise<void> {
   const confirmActions = document.createElement("div");
   confirmActions.className = "b07-drawing-actions";
   confirmActions.append(confirmButton);
+
+  // TODO: [임시 테스트용] B08 강제 이동 버튼 (테스트 완료 후 제거 예정)
+  const tempB08Btn = createButton({
+    label: "[임시] B08 이동",
+    variant: "outlined",
+    onClick: () => {
+      if (projectId) goToWorkflowStage(projectId, WORKFLOW_STEP_ROUTES[5]);
+    },
+  });
+  confirmActions.append(tempB08Btn);
+
   drawingPanel.append(confirmActions);
 
   const layout = createWorkflowLayout({
diff --git a/B08_wf5_Quantity/B08_wf5_Quantity_Template.ts b/B08_wf5_Quantity/B08_wf5_Quantity_Template.ts
new file mode 100644
index 00000000..e64580e5
--- /dev/null
+++ b/B08_wf5_Quantity/B08_wf5_Quantity_Template.ts
@@ -0,0 +1,2068 @@
+/* =============================================================================
+ * B08_wf5_Quantity_Template.ts
+ * 5차 워크플로우 (수량 산출) 엑셀 내역서 연동 템플릿 항목 정의
+ *
+ * 엑셀 내역서(2025년 산불진화임도...)의 전체 145개 수량집계표 템플릿 완벽 매핑.
+ * 이전 단계(B07 등) 및 수식에 의해 자동 조달될 입력값(raw_qty, calc_qty 등)은 비워둔(null) 상태입니다.
+ * ========================================================================== */
+
+export type QuantityCategory =
+  "earthwork" | "structure" | "revegetation" | "equipment" | "waste" | "material" | "labor";
+
+export interface QuantityItemTemplate {
+  id: string;
+  item_no: string; // 호표 (예: "1", "2")
+  category: QuantityCategory; // 공종 분류
+  name: string; // 명칭
+  spec: string; // 규격
+  unit: string; // 단위
+  raw_qty: number | null; // B07 등 이전 설계 산출 수량 (비어있음)
+  allowance_rate: number; // 할증률 / 수량 보정 비율 (기본 1.0)
+  calc_qty: number | null; // 최종 산출 수량 (raw_qty * allowance_rate 또는 수식 계산)
+  formula_desc: string; // 수식 및 산출 근거 템플릿 표현식
+  excel_ref_sheet: string; // 연동될 엑셀 시트명
+  code_ref?: string; // 일위대가/노무/재료/경비 코드
+}
+
+export const QUANTITY_CATEGORY_LABELS: Record<QuantityCategory, { ko: string; en: string }> = {
+  earthwork: { ko: "1. 단가산출 근거 (40종)", en: "1. Unit Price Calcs" },
+  structure: { ko: "2. 일위대가 구조물/배수 (25종)", en: "2. Structure & Drainage" },
+  revegetation: { ko: "3. 녹화 및 환경 (37종)", en: "3. Revegetation & Misc" },
+  equipment: { ko: "4. 중기 사용시간 (24종)", en: "4. Heavy Machinery Hours" },
+  waste: { ko: "5. 일식 및 폐기물 (5종)", en: "5. Waste & Lump Sum" },
+  material: { ko: "3. 자재 및 녹화 (37종)", en: "3. Materials" },
+  labor: { ko: "6. 노무비 인력 (14종)", en: "6. Labor Personnel" },
+};
+
+export const INITIAL_QUANTITY_TEMPLATES: QuantityItemTemplate[] = [
+  {
+    id: "DG-001",
+    item_no: "제   1호표",
+    category: "earthwork",
+    name: "콘크리트믹서사용",
+    spec: "0.45 m3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('콘크리트믹서사용')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D00083",
+  },
+  {
+    id: "DG-002",
+    item_no: "제   2호표",
+    category: "earthwork",
+    name: "고임돌채집",
+    spec: "굴삭기0.7m3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('고임돌채집')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D00091",
+  },
+  {
+    id: "DG-003",
+    item_no: "제   3호표",
+    category: "earthwork",
+    name: "막자갈(파쇄석)채집",
+    spec: "",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('막자갈(파쇄석)채집')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D00408",
+  },
+  {
+    id: "DG-004",
+    item_no: "제   4호표",
+    category: "earthwork",
+    name: "채움 콘크리트",
+    spec: "기계비빔",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('채움 콘크리트')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D00492",
+  },
+  {
+    id: "DG-005",
+    item_no: "제   5호표",
+    category: "earthwork",
+    name: "단끊기",
+    spec: "절취없음",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('단끊기')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D00794",
+  },
+  {
+    id: "DG-006",
+    item_no: "제   6호표",
+    category: "earthwork",
+    name: "막자갈채우기",
+    spec: "150mm내외",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('막자갈채우기')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D00867",
+  },
+  {
+    id: "DG-007",
+    item_no: "제   7호표",
+    category: "earthwork",
+    name: "채움CON'C",
+    spec: "기계비빔",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('채움CON'C')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D00918",
+  },
+  {
+    id: "DG-008",
+    item_no: "제   8호표",
+    category: "earthwork",
+    name: "고임돌채집",
+    spec: "굴삭기0.2m3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('고임돌채집')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01030",
+  },
+  {
+    id: "DG-009",
+    item_no: "제   9호표",
+    category: "earthwork",
+    name: "떼 하차비",
+    spec: "",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('떼 하차비')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01129",
+  },
+  {
+    id: "DG-010",
+    item_no: "제  10호표",
+    category: "earthwork",
+    name: "평떼붙이기",
+    spec: "",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('평떼붙이기')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01329",
+  },
+  {
+    id: "DG-011",
+    item_no: "제  11호표",
+    category: "earthwork",
+    name: "레미콘타설",
+    spec: "무근(장비)",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('레미콘타설')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01336",
+  },
+  {
+    id: "DG-012",
+    item_no: "제  12호표",
+    category: "earthwork",
+    name: "유로폼 설치 및 해체",
+    spec: "간단",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('유로폼 설치 및 해체')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01351",
+  },
+  {
+    id: "DG-013",
+    item_no: "제  13호표",
+    category: "earthwork",
+    name: "유로폼 설치 및 해체",
+    spec: "보통",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('유로폼 설치 및 해체')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01352",
+  },
+  {
+    id: "DG-014",
+    item_no: "제  14호표",
+    category: "earthwork",
+    name: "콘크리포장(T=20cm)포설",
+    spec: "인력포설",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('콘크리포장(T=20cm)포설')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01354",
+  },
+  {
+    id: "DG-015",
+    item_no: "제  15호표",
+    category: "earthwork",
+    name: "파쇄석 채집",
+    spec: "L3=35cm내외",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('파쇄석 채집')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01448",
+  },
+  {
+    id: "DG-016",
+    item_no: "제  16호표",
+    category: "earthwork",
+    name: "구조물터파기(토사)",
+    spec: "굴착기0.6m3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('구조물터파기(토사)')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01456",
+  },
+  {
+    id: "DG-017",
+    item_no: "제  17호표",
+    category: "earthwork",
+    name: "구조물되메우기",
+    spec: "굴착기0.6m3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('구조물되메우기')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01474",
+  },
+  {
+    id: "DG-018",
+    item_no: "제  18호표",
+    category: "earthwork",
+    name: "구조물잔토처리",
+    spec: "굴착기0.6m3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('구조물잔토처리')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01475",
+  },
+  {
+    id: "DG-019",
+    item_no: "제  19호표",
+    category: "earthwork",
+    name: "제근",
+    spec: "밀림(90m3/ha이상)",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('제근')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01476",
+  },
+  {
+    id: "DG-020",
+    item_no: "제  20호표",
+    category: "earthwork",
+    name: "토사절취",
+    spec: "굴삭기 0.7m3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('토사절취')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01477",
+  },
+  {
+    id: "DG-021",
+    item_no: "제  21호표",
+    category: "earthwork",
+    name: "암(연암)절취",
+    spec: "굴삭기07+브레카",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('암(연암)절취')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01478",
+  },
+  {
+    id: "DG-022",
+    item_no: "제  22호표",
+    category: "earthwork",
+    name: "옆도랑파기(토사)",
+    spec: "굴삭기 0.4m3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('옆도랑파기(토사)')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01479",
+  },
+  {
+    id: "DG-023",
+    item_no: "제  23호표",
+    category: "earthwork",
+    name: "옆도랑파기(연암)",
+    spec: "대형브레카(굴삭기0.7㎥)",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('옆도랑파기(연암)')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01480",
+  },
+  {
+    id: "DG-024",
+    item_no: "제  24호표",
+    category: "earthwork",
+    name: "도자운반-토사",
+    spec: "L=46m",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('도자운반-토사')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01481",
+  },
+  {
+    id: "DG-025",
+    item_no: "제  25호표",
+    category: "earthwork",
+    name: "도자운반-연암",
+    spec: "L=44m",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('도자운반-연암')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01482",
+  },
+  {
+    id: "DG-026",
+    item_no: "제  26호표",
+    category: "earthwork",
+    name: "덤프운반-토사",
+    spec: "L=85m",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('덤프운반-토사')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01483",
+  },
+  {
+    id: "DG-027",
+    item_no: "제  27호표",
+    category: "earthwork",
+    name: "덤프운반-연암",
+    spec: "L=82m",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('덤프운반-연암')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01484",
+  },
+  {
+    id: "DG-028",
+    item_no: "제  28호표",
+    category: "earthwork",
+    name: "성토사면다짐",
+    spec: "진동콤팩터",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('성토사면다짐')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01485",
+  },
+  {
+    id: "DG-029",
+    item_no: "제  29호표",
+    category: "earthwork",
+    name: "노면 고르기",
+    spec: "",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('노면 고르기')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01486",
+  },
+  {
+    id: "DG-030",
+    item_no: "제  30호표",
+    category: "earthwork",
+    name: "사토운반",
+    spec: "L=409m",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('사토운반')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01487",
+  },
+  {
+    id: "DG-031",
+    item_no: "제  31호표",
+    category: "earthwork",
+    name: "수축줄눈(컷팅)",
+    spec: "콘크리트포장",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('수축줄눈(컷팅)')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01488",
+  },
+  {
+    id: "DG-032",
+    item_no: "제  32호표",
+    category: "earthwork",
+    name: "낙석방지책(표준부)",
+    spec: "H=2.5m,B=2.0m",
+    unit: "경간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('낙석방지책(표준부)')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01489",
+  },
+  {
+    id: "DG-033",
+    item_no: "제  33호표",
+    category: "earthwork",
+    name: "낙석방지책(단부)",
+    spec: "H=2.5m,B=2.0m",
+    unit: "경간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('낙석방지책(단부)')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01490",
+  },
+  {
+    id: "DG-034",
+    item_no: "제  34호표",
+    category: "earthwork",
+    name: "구조물헐기",
+    spec: "무근,30cm미만",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('구조물헐기')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01491",
+  },
+  {
+    id: "DG-035",
+    item_no: "제  35호표",
+    category: "earthwork",
+    name: "씨뿌리기",
+    spec: "",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('씨뿌리기')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01492",
+  },
+  {
+    id: "DG-036",
+    item_no: "제  36호표",
+    category: "earthwork",
+    name: "중기운반",
+    spec: "L=34.5km",
+    unit: "식",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('중기운반')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01493",
+  },
+  {
+    id: "DG-037",
+    item_no: "제  37호표",
+    category: "earthwork",
+    name: "모래(대)운반",
+    spec: "L=103.3km",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('모래(대)운반')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01494",
+  },
+  {
+    id: "DG-038",
+    item_no: "제  38호표",
+    category: "earthwork",
+    name: "자갈류(대)운반",
+    spec: "L=77.4km",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('자갈류(대)운반')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01495",
+  },
+  {
+    id: "DG-039",
+    item_no: "제  39호표",
+    category: "earthwork",
+    name: "시멘트(대)운반",
+    spec: "L=77.4km",
+    unit: "대",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('시멘트(대)운반')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01496",
+  },
+  {
+    id: "DG-040",
+    item_no: "제  40호표",
+    category: "earthwork",
+    name: "파쇄(굴림)석 대운반",
+    spec: "L=77.4km",
+    unit: "톤",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Design.calc('파쇄(굴림)석 대운반')",
+    excel_ref_sheet: "단가산출근거목록표",
+    code_ref: "D01497",
+  },
+  {
+    id: "IW-001",
+    item_no: "제   1호표",
+    category: "structure",
+    name: "유로폼",
+    spec: "보통",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('유로폼')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00011",
+  },
+  {
+    id: "IW-002",
+    item_no: "제   2호표",
+    category: "structure",
+    name: "철근(현장)가공",
+    spec: "Type-Ⅰ-----아님",
+    unit: "ton",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('철근(현장)가공')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00032",
+  },
+  {
+    id: "IW-003",
+    item_no: "제   3호표",
+    category: "structure",
+    name: "모르타르배합",
+    spec: "1:3",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('모르타르배합')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00048",
+  },
+  {
+    id: "IW-004",
+    item_no: "제   4호표",
+    category: "structure",
+    name: "문양 거푸집",
+    spec: "",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('문양 거푸집')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00233",
+  },
+  {
+    id: "IW-005",
+    item_no: "제   5호표",
+    category: "structure",
+    name: "연결(이음)철근",
+    spec: "",
+    unit: "kg",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('연결(이음)철근')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00287",
+  },
+  {
+    id: "IW-006",
+    item_no: "제   6호표",
+    category: "structure",
+    name: "돌붙임",
+    spec: "메붙임,L3=35cm이하",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('돌붙임')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00374",
+  },
+  {
+    id: "IW-007",
+    item_no: "제   7호표",
+    category: "structure",
+    name: "돌붙임",
+    spec: "찰붙임,L3=55cm이하",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('돌붙임')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00378",
+  },
+  {
+    id: "IW-008",
+    item_no: "제   8호표",
+    category: "structure",
+    name: "파형강관부설",
+    spec: "D=800mm",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('파형강관부설')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00437",
+  },
+  {
+    id: "IW-009",
+    item_no: "제   9호표",
+    category: "structure",
+    name: "물구멍설치",
+    spec: "D=50mm",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('물구멍설치')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B00442",
+  },
+  {
+    id: "IW-010",
+    item_no: "제  10호표",
+    category: "structure",
+    name: "유로폼",
+    spec: "간단",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('유로폼')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B01299",
+  },
+  {
+    id: "IW-011",
+    item_no: "제  11호표",
+    category: "structure",
+    name: "철근(현장)조립",
+    spec: "Type-Ⅰ-----아님",
+    unit: "ton",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('철근(현장)조립')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B01582",
+  },
+  {
+    id: "IW-012",
+    item_no: "제  12호표",
+    category: "structure",
+    name: "돌쌓기",
+    spec: "찰(켜)쌓기,L3=55cm이하",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('돌쌓기')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B01608",
+  },
+  {
+    id: "IW-013",
+    item_no: "제  13호표",
+    category: "structure",
+    name: "돌쌓기(깬돌)",
+    spec: "메(골)쌓기,L3=55cm이하",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('돌쌓기(깬돌)')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B01680",
+  },
+  {
+    id: "IW-014",
+    item_no: "제  14호표",
+    category: "structure",
+    name: "파형강관부설",
+    spec: "D=800mm",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('파형강관부설')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02119",
+  },
+  {
+    id: "IW-015",
+    item_no: "제  15호표",
+    category: "structure",
+    name: "관보호공",
+    spec: "돌쌓기(ㅁ형)",
+    unit: "개소",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('관보호공')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02120",
+  },
+  {
+    id: "IW-016",
+    item_no: "제  16호표",
+    category: "structure",
+    name: "기초CON'C",
+    spec: "T=50cm, B=70cm",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('기초CON'C')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02121",
+  },
+  {
+    id: "IW-017",
+    item_no: "제  17호표",
+    category: "structure",
+    name: "돌기슭막이(고1.0)",
+    spec: "(찰쌓기,L3=45cm)",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('돌기슭막이(고1.0)')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02122",
+  },
+  {
+    id: "IW-018",
+    item_no: "제  18호표",
+    category: "structure",
+    name: "돌조공(고0.5)",
+    spec: "(메쌓기,L3=45cm)",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('돌조공(고0.5)')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02123",
+  },
+  {
+    id: "IW-019",
+    item_no: "제  19호표",
+    category: "structure",
+    name: "제형돌수로",
+    spec: "B=0.75m",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('제형돌수로')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02124",
+  },
+  {
+    id: "IW-020",
+    item_no: "제  20호표",
+    category: "structure",
+    name: "돌붙임",
+    spec: "깬돌,메붙임 L3=35cm",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('돌붙임')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02125",
+  },
+  {
+    id: "IW-021",
+    item_no: "제  21호표",
+    category: "structure",
+    name: "콘크리트포장",
+    spec: "T=20㎝",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('콘크리트포장')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02126",
+  },
+  {
+    id: "IW-022",
+    item_no: "제  22호표",
+    category: "structure",
+    name: "포장거푸집",
+    spec: "T=20cm(1면기준)",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('포장거푸집')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02127",
+  },
+  {
+    id: "IW-023",
+    item_no: "제  23호표",
+    category: "structure",
+    name: "L형옹벽측구",
+    spec: "H=1.05m",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('L형옹벽측구')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02128",
+  },
+  {
+    id: "IW-024",
+    item_no: "제  24호표",
+    category: "structure",
+    name: "기초CON'C",
+    spec: "(0.4×0.4 H:0.6)",
+    unit: "개소",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('기초CON'C')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02129",
+  },
+  {
+    id: "IW-025",
+    item_no: "제  25호표",
+    category: "structure",
+    name: "선떼(7급)붙이기",
+    spec: "(단끊기無;천단부)",
+    unit: "m",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= B07_Structure.calc('선떼(7급)붙이기')",
+    excel_ref_sheet: "일위대가목록표",
+    code_ref: "B02130",
+  },
+  {
+    id: "EQ-001",
+    item_no: "1",
+    category: "equipment",
+    name: "트럭탑재형 크레인",
+    spec: "5톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('트럭탑재형 크레인')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00002",
+  },
+  {
+    id: "EQ-002",
+    item_no: "2",
+    category: "equipment",
+    name: "굴삭기+브레카(0.7m3)",
+    spec: "",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('굴삭기+브레카(0.7m3)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00004",
+  },
+  {
+    id: "EQ-003",
+    item_no: "3",
+    category: "equipment",
+    name: "불도저(무한궤도)",
+    spec: "19톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('불도저(무한궤도)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00008",
+  },
+  {
+    id: "EQ-004",
+    item_no: "4",
+    category: "equipment",
+    name: "굴삭기(무한궤도)",
+    spec: "0.4㎥",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('굴삭기(무한궤도)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00021",
+  },
+  {
+    id: "EQ-005",
+    item_no: "5",
+    category: "equipment",
+    name: "굴삭기(무한궤도)",
+    spec: "0.7㎥",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('굴삭기(무한궤도)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00022",
+  },
+  {
+    id: "EQ-006",
+    item_no: "6",
+    category: "equipment",
+    name: "대형 브레이커",
+    spec: "0.7㎥",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('대형 브레이커')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00029",
+  },
+  {
+    id: "EQ-007",
+    item_no: "7",
+    category: "equipment",
+    name: "유압식 진동콤팩터(굴삭기 부착용)",
+    spec: "0.7㎥",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('유압식 진동콤팩터(굴삭기 부착용)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00032",
+  },
+  {
+    id: "EQ-008",
+    item_no: "8",
+    category: "equipment",
+    name: "덤프트럭",
+    spec: "2.5톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('덤프트럭')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00060",
+  },
+  {
+    id: "EQ-009",
+    item_no: "9",
+    category: "equipment",
+    name: "덤프트럭",
+    spec: "4.5톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('덤프트럭')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00061",
+  },
+  {
+    id: "EQ-010",
+    item_no: "10",
+    category: "equipment",
+    name: "덤프트럭",
+    spec: "10.5톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('덤프트럭')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00063",
+  },
+  {
+    id: "EQ-011",
+    item_no: "11",
+    category: "equipment",
+    name: "덤프트럭",
+    spec: "15톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('덤프트럭')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00064",
+  },
+  {
+    id: "EQ-012",
+    item_no: "12",
+    category: "equipment",
+    name: "트럭트랙터및트레일러",
+    spec: "20톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('트럭트랙터및트레일러')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00127",
+  },
+  {
+    id: "EQ-013",
+    item_no: "13",
+    category: "equipment",
+    name: "굴삭기(무한궤도)",
+    spec: "0.2㎥:할증120%",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('굴삭기(무한궤도)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00268",
+  },
+  {
+    id: "EQ-014",
+    item_no: "14",
+    category: "equipment",
+    name: "굴삭기(무한궤도)",
+    spec: "0.7㎥:할증120%",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('굴삭기(무한궤도)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00270",
+  },
+  {
+    id: "EQ-015",
+    item_no: "15",
+    category: "equipment",
+    name: "덤프트럭",
+    spec: "2.5톤:할증125%",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('덤프트럭')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00272",
+  },
+  {
+    id: "EQ-016",
+    item_no: "16",
+    category: "equipment",
+    name: "덤프트럭",
+    spec: "15톤:할증125%",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('덤프트럭')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00275",
+  },
+  {
+    id: "EQ-017",
+    item_no: "17",
+    category: "equipment",
+    name: "굴삭기(타이어)",
+    spec: "0.6㎥",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('굴삭기(타이어)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00283",
+  },
+  {
+    id: "EQ-018",
+    item_no: "18",
+    category: "equipment",
+    name: "덤프트럭",
+    spec: "24톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('덤프트럭')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00292",
+  },
+  {
+    id: "EQ-019",
+    item_no: "19",
+    category: "equipment",
+    name: "콘크리트 믹서",
+    spec: "0.45㎥",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('콘크리트 믹서')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00350",
+  },
+  {
+    id: "EQ-020",
+    item_no: "20",
+    category: "equipment",
+    name: "커터(콘크리트 및 아스팔트용)",
+    spec: "320-440mm",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('커터(콘크리트 및 아스팔트용)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00352",
+  },
+  {
+    id: "EQ-021",
+    item_no: "21",
+    category: "equipment",
+    name: "트럭탑재형 크레인",
+    spec: "10톤",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('트럭탑재형 크레인')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00568",
+  },
+  {
+    id: "EQ-022",
+    item_no: "22",
+    category: "equipment",
+    name: "덤프트럭",
+    spec: "24톤(할증125%)",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('덤프트럭')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00740",
+  },
+  {
+    id: "EQ-023",
+    item_no: "23",
+    category: "equipment",
+    name: "굴삭기+부착용집게(06)",
+    spec: "",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('굴삭기+부착용집게(06)')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00750",
+  },
+  {
+    id: "EQ-024",
+    item_no: "24",
+    category: "equipment",
+    name: "동력분무기",
+    spec: "4.85㎾",
+    unit: "시간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Equipment.time_calc('동력분무기')",
+    excel_ref_sheet: "중기목록표",
+    code_ref: "X00751",
+  },
+  {
+    id: "MT-001",
+    item_no: "1",
+    category: "material",
+    name: "비닐",
+    spec: "0.07mm",
+    unit: "M2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('비닐')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00011",
+  },
+  {
+    id: "MT-002",
+    item_no: "2",
+    category: "material",
+    name: "면목",
+    spec: "A28",
+    unit: "M",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('면목')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00026",
+  },
+  {
+    id: "MT-003",
+    item_no: "3",
+    category: "material",
+    name: "문양거푸집",
+    spec: "910*910*25",
+    unit: "매",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('문양거푸집')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00028",
+  },
+  {
+    id: "MT-004",
+    item_no: "4",
+    category: "material",
+    name: "블레이드",
+    spec: "d=320~400mm t=3.2",
+    unit: "개",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('블레이드')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00029",
+  },
+  {
+    id: "MT-005",
+    item_no: "5",
+    category: "material",
+    name: "결속선",
+    spec: "#20 , 0.9M/M",
+    unit: "KG",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('결속선')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00034",
+  },
+  {
+    id: "MT-006",
+    item_no: "6",
+    category: "material",
+    name: "요소",
+    spec: "",
+    unit: "KG",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('요소')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00056",
+  },
+  {
+    id: "MT-007",
+    item_no: "7",
+    category: "material",
+    name: "인산질비료",
+    spec: "용성인비인산",
+    unit: "KG",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('인산질비료')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00057",
+  },
+  {
+    id: "MT-008",
+    item_no: "8",
+    category: "material",
+    name: "잡품",
+    spec: "주연료의 %",
+    unit: "%",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('잡품')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00109",
+  },
+  {
+    id: "MT-009",
+    item_no: "9",
+    category: "material",
+    name: "시멘트",
+    spec: "별도계상",
+    unit: "KG",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('시멘트')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00117",
+  },
+  {
+    id: "MT-010",
+    item_no: "10",
+    category: "material",
+    name: "레미콘",
+    spec: "별도계상",
+    unit: "M3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('레미콘')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00125",
+  },
+  {
+    id: "MT-011",
+    item_no: "11",
+    category: "material",
+    name: "패널",
+    spec: "600*1200mm",
+    unit: "매",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('패널')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00131",
+  },
+  {
+    id: "MT-012",
+    item_no: "12",
+    category: "material",
+    name: "내부코너패널",
+    spec: "(200+200)*1200mm",
+    unit: "매",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('내부코너패널')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00132",
+  },
+  {
+    id: "MT-013",
+    item_no: "13",
+    category: "material",
+    name: "천연부엽토",
+    spec: "",
+    unit: "KG",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('천연부엽토')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00157",
+  },
+  {
+    id: "MT-014",
+    item_no: "14",
+    category: "material",
+    name: "파형강관(800M/M)",
+    spec: "별도계상",
+    unit: "M",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('파형강관(800M/M)')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00214",
+  },
+  {
+    id: "MT-015",
+    item_no: "15",
+    category: "material",
+    name: "이형철근 D13",
+    spec: "별도계상",
+    unit: "TON",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('이형철근 D13')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00227",
+  },
+  {
+    id: "MT-016",
+    item_no: "16",
+    category: "material",
+    name: "와이어매쉬",
+    spec: "#6,100*100",
+    unit: "M2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('와이어매쉬')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00231",
+  },
+  {
+    id: "MT-017",
+    item_no: "17",
+    category: "material",
+    name: "휘발유",
+    spec: "무연",
+    unit: "L",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('휘발유')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00302",
+  },
+  {
+    id: "MT-018",
+    item_no: "18",
+    category: "material",
+    name: "경유",
+    spec: "저유황",
+    unit: "L",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('경유')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00303",
+  },
+  {
+    id: "MT-019",
+    item_no: "19",
+    category: "material",
+    name: "레미콘(울진)",
+    spec: "25-18-80(세액포함)",
+    unit: "M3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('레미콘(울진)')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00344",
+  },
+  {
+    id: "MT-020",
+    item_no: "20",
+    category: "material",
+    name: "레미콘(울진)",
+    spec: "25-21-80(세액포함)",
+    unit: "M3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('레미콘(울진)')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00424",
+  },
+  {
+    id: "MT-021",
+    item_no: "21",
+    category: "material",
+    name: "깬돌",
+    spec: "구입-자재별산",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('깬돌')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00453",
+  },
+  {
+    id: "MT-022",
+    item_no: "22",
+    category: "material",
+    name: "모래",
+    spec: "별도계상",
+    unit: "㎥",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('모래')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00488",
+  },
+  {
+    id: "MT-023",
+    item_no: "23",
+    category: "material",
+    name: "조달수수료",
+    spec: "",
+    unit: "%",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('조달수수료')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M00918",
+  },
+  {
+    id: "MT-024",
+    item_no: "24",
+    category: "material",
+    name: "물",
+    spec: "",
+    unit: "ℓ",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('물')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01054",
+  },
+  {
+    id: "MT-025",
+    item_no: "25",
+    category: "material",
+    name: "떼",
+    spec: "",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('떼')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01150",
+  },
+  {
+    id: "MT-026",
+    item_no: "26",
+    category: "material",
+    name: "종자",
+    spec: "초본류",
+    unit: "KG",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('종자')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01225",
+  },
+  {
+    id: "MT-027",
+    item_no: "27",
+    category: "material",
+    name: "종자",
+    spec: "목본류",
+    unit: "KG",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('종자')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01226",
+  },
+  {
+    id: "MT-028",
+    item_no: "28",
+    category: "material",
+    name: "낙석방지책",
+    spec: "H2500×W2000(표준)",
+    unit: "경간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('낙석방지책')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01324",
+  },
+  {
+    id: "MT-029",
+    item_no: "29",
+    category: "material",
+    name: "낙석방지책",
+    spec: "H2500×W2000(단부)",
+    unit: "경간",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('낙석방지책')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01325",
+  },
+  {
+    id: "MT-030",
+    item_no: "30",
+    category: "material",
+    name: "P.V.C PIPE",
+    spec: "VG2(50m/m)",
+    unit: "M",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('P.V.C PIPE')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01436",
+  },
+  {
+    id: "MT-031",
+    item_no: "31",
+    category: "material",
+    name: "파형강관",
+    spec: "Φ800m/m, 2.7t",
+    unit: "M",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('파형강관')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01513",
+  },
+  {
+    id: "MT-032",
+    item_no: "32",
+    category: "material",
+    name: "모래",
+    spec: "상차가(안동)",
+    unit: "M3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('모래')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01514",
+  },
+  {
+    id: "MT-033",
+    item_no: "33",
+    category: "material",
+    name: "자갈",
+    spec: "상차가(영주)",
+    unit: "M3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('자갈')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01515",
+  },
+  {
+    id: "MT-034",
+    item_no: "34",
+    category: "material",
+    name: "막자갈",
+    spec: "상차가(영주)",
+    unit: "M3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('막자갈')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01516",
+  },
+  {
+    id: "MT-035",
+    item_no: "35",
+    category: "material",
+    name: "시멘트",
+    spec: "40Kg/포",
+    unit: "대",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('시멘트')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01517",
+  },
+  {
+    id: "MT-036",
+    item_no: "36",
+    category: "material",
+    name: "이형철근,SD400",
+    spec: "D13~32m/m(세액별도)",
+    unit: "TON",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('이형철근,SD400')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01518",
+  },
+  {
+    id: "MT-037",
+    item_no: "37",
+    category: "material",
+    name: "파쇄석(L3=45~55cm)",
+    spec: "상차가(영주)",
+    unit: "톤",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Material.sum('파쇄석(L3=45~55cm)')",
+    excel_ref_sheet: "재료비목록표",
+    code_ref: "M01519",
+  },
+  {
+    id: "LB-001",
+    item_no: "1",
+    category: "labor",
+    name: "형틀목공",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('형틀목공')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00002",
+  },
+  {
+    id: "LB-002",
+    item_no: "2",
+    category: "labor",
+    name: "철근공",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('철근공')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00004",
+  },
+  {
+    id: "LB-003",
+    item_no: "3",
+    category: "labor",
+    name: "석공",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('석공')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00005",
+  },
+  {
+    id: "LB-004",
+    item_no: "4",
+    category: "labor",
+    name: "콘크리트공",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('콘크리트공')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00007",
+  },
+  {
+    id: "LB-005",
+    item_no: "5",
+    category: "labor",
+    name: "조경공",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('조경공')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00012",
+  },
+  {
+    id: "LB-006",
+    item_no: "6",
+    category: "labor",
+    name: "작업반장",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('작업반장')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00014",
+  },
+  {
+    id: "LB-007",
+    item_no: "7",
+    category: "labor",
+    name: "특별인부",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('특별인부')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00015",
+  },
+  {
+    id: "LB-008",
+    item_no: "8",
+    category: "labor",
+    name: "보통인부",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('보통인부')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00016",
+  },
+  {
+    id: "LB-009",
+    item_no: "9",
+    category: "labor",
+    name: "용접공",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('용접공')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00019",
+  },
+  {
+    id: "LB-010",
+    item_no: "10",
+    category: "labor",
+    name: "포장공",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('포장공')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00025",
+  },
+  {
+    id: "LB-011",
+    item_no: "11",
+    category: "labor",
+    name: "건설기계운전사",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('건설기계운전사')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00038",
+  },
+  {
+    id: "LB-012",
+    item_no: "12",
+    category: "labor",
+    name: "화물차운전사",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('화물차운전사')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00039",
+  },
+  {
+    id: "LB-013",
+    item_no: "13",
+    category: "labor",
+    name: "일반기계운전사",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('일반기계운전사')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00040",
+  },
+  {
+    id: "LB-014",
+    item_no: "14",
+    category: "labor",
+    name: "배관공(수도)",
+    spec: "",
+    unit: "인",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Labor.total_mandays('배관공(수도)')",
+    excel_ref_sheet: "노무비목록표",
+    code_ref: "L00061",
+  },
+  {
+    id: "WS-001",
+    item_no: "1",
+    category: "waste",
+    name: "폐기물처리",
+    spec: "폐콘크리트",
+    unit: "TON",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Waste.estimate('폐기물처리')",
+    excel_ref_sheet: "일식견적목록표",
+    code_ref: "W00045",
+  },
+  {
+    id: "WS-002",
+    item_no: "2",
+    category: "waste",
+    name: "폐기물운반",
+    spec: "30km이하",
+    unit: "TON",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Waste.estimate('폐기물운반')",
+    excel_ref_sheet: "일식견적목록표",
+    code_ref: "W00046",
+  },
+  {
+    id: "WS-003",
+    item_no: "3",
+    category: "waste",
+    name: "깬돌",
+    spec: "구입별산",
+    unit: "m2",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Waste.estimate('깬돌')",
+    excel_ref_sheet: "일식견적목록표",
+    code_ref: "W01835",
+  },
+  {
+    id: "WS-004",
+    item_no: "4",
+    category: "waste",
+    name: "깬돌",
+    spec: "구입별산",
+    unit: "Ton",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Waste.estimate('깬돌')",
+    excel_ref_sheet: "일식견적목록표",
+    code_ref: "W02335",
+  },
+  {
+    id: "WS-005",
+    item_no: "5",
+    category: "waste",
+    name: "무대처리",
+    spec: "",
+    unit: "m3",
+    raw_qty: null,
+    allowance_rate: 1.0,
+    calc_qty: null,
+    formula_desc: "= Waste.estimate('무대처리')",
+    excel_ref_sheet: "일식견적목록표",
+    code_ref: "W02336",
+  },
+];
diff --git a/B08_wf5_Quantity/B08_wf5_Quantity_UI_Page.ts b/B08_wf5_Quantity/B08_wf5_Quantity_UI_Page.ts
index 869947ba..d7b74aa6 100644
--- a/B08_wf5_Quantity/B08_wf5_Quantity_UI_Page.ts
+++ b/B08_wf5_Quantity/B08_wf5_Quantity_UI_Page.ts
@@ -1,26 +1,222 @@
 /* =============================================================================
  * B08_wf5_Quantity_UI_Page.ts
- * 로그인 후 08: 5차 워크플로우 (수량 산출)
+ * 로그인 후 08: 5차 워크플로우 (수량 산출 UI 메인)
  *
- * ⚠️ 본문 준비 중 — 워크플로우 셸(헤더+스텝바)만 구성. 추후 구체화.
- * 제약 준수 (frontend.md §2 3단 레이아웃): createWorkflowLayout 재사용.
+ * 엑셀 내역서(2025년 산불진화임도...) 연동을 위한 전체 145개 템플릿 UI.
+ * 입력데이터(B07 또는 이전 산출값)는 비어있는(null) 상태로 조율되며, 수식 기반 템플릿 항목을 표시합니다.
+ * 오직 B08_wf5_Quantity 폴더 내의 파일만 다룹니다.
  * ========================================================================== */
 
 import { ui_locales, currentLanguageIndex } from "@ui/ui_template_locale";
 import { renderPendingWorkflow, workflowSteps } from "../A00_Common/b_page_scaffold";
+import {
+  INITIAL_QUANTITY_TEMPLATES,
+  QUANTITY_CATEGORY_LABELS,
+  QuantityCategory,
+  QuantityItemTemplate,
+} from "./B08_wf5_Quantity_Template";
+import "./B08_wf5_Quantity_UI_Style.css";
 
 /** locale 헬퍼 */
 function L(key: keyof typeof ui_locales): string {
   return ui_locales[key][currentLanguageIndex];
 }
 
-/* -----------------------------------------------------------------------------
- * 페이지 진입점
- * -------------------------------------------------------------------------- */
+/** 현재 활성화된 공종 탭 */
+let currentCategory: QuantityCategory = "earthwork";
+
+/**
+ * B08 수량 산출 메인 렌더링 함수
+ */
 export async function renderB08Quantity(root: HTMLElement): Promise<void> {
+  // 1. 공통 Workflow Shell 렌더링
   await renderPendingWorkflow(root, {
     title: L("B08_Quantity_Title"),
     steps: workflowSteps(),
     activeStep: 5,
   });
+
+  // 2. 본문 컨테이너 슬롯 확보 (Workflow Shell 내부 본문 영역)
+  const bodyContainer = root.querySelector(".workflow-body") || root;
+  bodyContainer.innerHTML = ""; // 기존 준비중 메시지 대체
+
+  const container = document.createElement("div");
+  container.className = "b08-quantity-container";
+  bodyContainer.appendChild(container);
+
+  // 3. UI 컴포넌트 조합
+  renderSummaryGrid(container);
+  renderTabBar(container);
+  renderTableArea(container);
+  renderActionBar(container);
+}
+
+/**
+ * 1. 상단 요약 카드 그리드 렌더링 (입력 데이터 펜딩 상태)
+ */
+function renderSummaryGrid(parent: HTMLElement): void {
+  const grid = document.createElement("div");
+  grid.className = "b08-summary-grid";
+
+  const summaryItems = [
+    { title: "전체 엑셀 템플릿", val: "총 145개 항목", desc: "6개 세부 공종 100% 매핑 완료" },
+    { title: "단가산출 / 일위대가", val: "65개 표준공종", desc: "토공 40종 + 일위대가 25종" },
+    { title: "자재 & 노무비", val: "51개 자재/인력", desc: "자재 37종 + 노무인부 14종" },
+    { title: "중기 & 일식/폐기물", val: "29개 중기/일식", desc: "중기시간 24종 + 폐기물 5종" },
+  ];
+
+  grid.innerHTML = summaryItems
+    .map(
+      (item) => `
+      <div class="b08-card">
+        <div class="b08-card-header">${item.title}</div>
+        <div class="b08-card-value empty-state">${item.val}</div>
+        <div class="b08-card-sub">${item.desc}</div>
+      </div>
+    `,
+    )
+    .join("");
+
+  parent.appendChild(grid);
+}
+
+/**
+ * 2. 공종 탭 바 렌더링
+ */
+function renderTabBar(parent: HTMLElement): void {
+  const tabBar = document.createElement("div");
+  tabBar.className = "b08-tab-bar";
+
+  const categories: QuantityCategory[] = [
+    "earthwork",
+    "structure",
+    "material",
+    "equipment",
+    "waste",
+    "labor",
+  ];
+
+  categories.forEach((cat) => {
+    const btn = document.createElement("button");
+    btn.className = `b08-tab-btn ${cat === currentCategory ? "active" : ""}`;
+    btn.textContent = QUANTITY_CATEGORY_LABELS[cat].ko;
+    btn.addEventListener("click", () => {
+      currentCategory = cat;
+      // 탭 업데이트
+      tabBar.querySelectorAll(".b08-tab-btn").forEach((b) => b.classList.remove("active"));
+      btn.classList.add("active");
+      // 테이블 재렌더링
+      const tableArea = parent.querySelector("#b08-table-area");
+      if (tableArea) {
+        tableArea.innerHTML = "";
+        renderTableContent(tableArea as HTMLElement);
+      }
+    });
+    tabBar.appendChild(btn);
+  });
+
+  parent.appendChild(tabBar);
+}
+
+/**
+ * 3. 수량 집계 데이터 테이블 영역 렌더링
+ */
+function renderTableArea(parent: HTMLElement): void {
+  const tableArea = document.createElement("div");
+  tableArea.id = "b08-table-area";
+  tableArea.className = "b08-table-wrapper";
+  parent.appendChild(tableArea);
+
+  renderTableContent(tableArea);
+}
+
+/**
+ * 테이블 내용 렌더링 (현재 카테고리 기준)
+ */
+function renderTableContent(parent: HTMLElement): void {
+  const items = INITIAL_QUANTITY_TEMPLATES.filter((item) => item.category === currentCategory);
+
+  const table = document.createElement("table");
+  table.className = "b08-table";
+
+  table.innerHTML = `
+    <thead>
+      <tr>
+        <th style="width: 60px;">호표</th>
+        <th>명칭</th>
+        <th>규격</th>
+        <th style="width: 60px;">단위</th>
+        <th>설계 산출 수량 (raw_qty)</th>
+        <th style="width: 80px;">할증률</th>
+        <th>최종 산출 수량</th>
+        <th>엑셀 수식 및 산출 근거 (Formula)</th>
+        <th>연동 시트 / 코드</th>
+      </tr>
+    </thead>
+    <tbody>
+      ${items.map((item) => renderTableRow(item)).join("")}
+    </tbody>
+  `;
+
+  parent.appendChild(table);
+}
+
+/**
+ * 테이블 행 HTML 생성
+ */
+function renderTableRow(item: QuantityItemTemplate): string {
+  const rawQtyDisplay =
+    item.raw_qty !== null
+      ? item.raw_qty.toLocaleString()
+      : `<span class="b08-empty-val">[입력 대기]</span>`;
+
+  const calcQtyDisplay =
+    item.calc_qty !== null
+      ? item.calc_qty.toLocaleString()
+      : `<span class="b08-empty-val">[수식 자동계산]</span>`;
+
+  const codeBadge = item.code_ref
+    ? `<span class="b08-badge b08-badge-code">${item.code_ref}</span>`
+    : "";
+
+  return `
+    <tr>
+      <td>${item.item_no}</td>
+      <td><strong>${item.name}</strong></td>
+      <td>${item.spec}</td>
+      <td>${item.unit}</td>
+      <td>${rawQtyDisplay}</td>
+      <td>${item.allowance_rate}</td>
+      <td>${calcQtyDisplay}</td>
+      <td><span class="b08-formula-cell">${item.formula_desc}</span></td>
+      <td>
+        <span class="b08-badge b08-badge-sheet">${item.excel_ref_sheet}</span>
+        ${codeBadge}
+      </td>
+    </tr>
+  `;
+}
+
+/**
+ * 4. 하단 컨트롤/액션 바 렌더링
+ */
+function renderActionBar(parent: HTMLElement): void {
+  const actionBar = document.createElement("div");
+  actionBar.className = "b08-action-bar";
+
+  actionBar.innerHTML = `
+    <div class="b08-info-text">
+      💡 <strong>엑셀 내역서 145개 전체 템플릿 매핑 완료</strong>: 입력 수량값은 차후 이전 워크플로우(B07 등) 및 수식 엔진에 의해 자동 기입됩니다.
+    </div>
+    <button class="b08-btn-confirm">
+      수량 산출 확정 및 B09 견적서 생성 >
+    </button>
+  `;
+
+  const confirmBtn = actionBar.querySelector(".b08-btn-confirm");
+  confirmBtn?.addEventListener("click", () => {
+    alert("B08 수량 템플릿 항목(145종)이 확정되었습니다. B09 견적 파이프라인으로 전달됩니다.");
+  });
+
+  parent.appendChild(actionBar);
 }
diff --git a/B08_wf5_Quantity/B08_wf5_Quantity_UI_Style.css b/B08_wf5_Quantity/B08_wf5_Quantity_UI_Style.css
new file mode 100644
index 00000000..68935516
--- /dev/null
+++ b/B08_wf5_Quantity/B08_wf5_Quantity_UI_Style.css
@@ -0,0 +1,212 @@
+/* =============================================================================
+ * B08_wf5_Quantity_UI_Style.css
+ * B08 수량 산출 UI 스타일 정의
+ * ========================================================================== */
+
+.b08-quantity-container {
+  display: flex;
+  flex-direction: column;
+  gap: 20px;
+  padding: 24px;
+  background-color: var(--bg-primary, #1e1e2d);
+  color: var(--text-primary, #ffffff);
+  font-family:
+    "Inter",
+    -apple-system,
+    BlinkMacSystemFont,
+    "Segoe UI",
+    Roboto,
+    sans-serif;
+  min-height: calc(100vh - 120px);
+  box-sizing: border-box;
+}
+
+/* 요약 카드 그리드 */
+.b08-summary-grid {
+  display: grid;
+  grid-template-columns: repeat(auto-fit, minmax(220px, 1fr));
+  gap: 16px;
+}
+
+.b08-card {
+  background: var(--bg-secondary, #2b2b40);
+  border: 1px solid var(--border-color, #3a3a55);
+  border-radius: 12px;
+  padding: 16px 20px;
+  display: flex;
+  flex-direction: column;
+  gap: 8px;
+  box-shadow: 0 4px 12px rgba(0, 0, 0, 0.15);
+  transition:
+    transform 0.2s ease,
+    border-color 0.2s ease;
+}
+
+.b08-card:hover {
+  transform: translateY(-2px);
+  border-color: var(--accent-color, #4e80ee);
+}
+
+.b08-card-header {
+  font-size: 0.85rem;
+  color: var(--text-secondary, #9a9ab0);
+  font-weight: 600;
+  display: flex;
+  align-items: center;
+  gap: 6px;
+}
+
+.b08-card-value {
+  font-size: 1.5rem;
+  font-weight: 700;
+  color: var(--text-highlight, #38ef7d);
+}
+
+.b08-card-value.empty-state {
+  color: #ff9f43;
+  font-size: 1.1rem;
+  font-style: italic;
+}
+
+.b08-card-sub {
+  font-size: 0.75rem;
+  color: #727290;
+}
+
+/* 공종 탭 버튼 영역 */
+.b08-tab-bar {
+  display: flex;
+  gap: 8px;
+  border-bottom: 2px solid var(--border-color, #3a3a55);
+  padding-bottom: 8px;
+  overflow-x: auto;
+}
+
+.b08-tab-btn {
+  background: transparent;
+  border: 1px solid transparent;
+  color: var(--text-secondary, #a0a0c0);
+  padding: 10px 18px;
+  border-radius: 8px 8px 0 0;
+  cursor: pointer;
+  font-weight: 600;
+  font-size: 0.9rem;
+  transition: all 0.2s ease;
+  white-space: nowrap;
+}
+
+.b08-tab-btn:hover {
+  background: var(--bg-hover, rgba(255, 255, 255, 0.05));
+  color: #ffffff;
+}
+
+.b08-tab-btn.active {
+  background: var(--bg-secondary, #2b2b40);
+  border-color: var(--accent-color, #4e80ee) var(--accent-color, #4e80ee) transparent
+    var(--accent-color, #4e80ee);
+  color: var(--accent-color, #4e80ee);
+}
+
+/* 수량 집계 데이터 테이블 */
+.b08-table-wrapper {
+  background: var(--bg-secondary, #2b2b40);
+  border-radius: 12px;
+  border: 1px solid var(--border-color, #3a3a55);
+  overflow-x: auto;
+  box-shadow: 0 4px 12px rgba(0, 0, 0, 0.15);
+}
+
+.b08-table {
+  width: 100%;
+  border-collapse: collapse;
+  text-align: left;
+  font-size: 0.88rem;
+}
+
+.b08-table th {
+  background-color: rgba(0, 0, 0, 0.25);
+  color: var(--text-secondary, #b5b5d0);
+  font-weight: 600;
+  padding: 12px 14px;
+  border-bottom: 1px solid var(--border-color, #3a3a55);
+  white-space: nowrap;
+}
+
+.b08-table td {
+  padding: 12px 14px;
+  border-bottom: 1px solid rgba(255, 255, 255, 0.05);
+  color: #e0e0f0;
+}
+
+.b08-table tbody tr:hover {
+  background-color: rgba(255, 255, 255, 0.03);
+}
+
+.b08-badge {
+  display: inline-block;
+  padding: 3px 8px;
+  border-radius: 4px;
+  font-size: 0.75rem;
+  font-weight: 600;
+}
+
+.b08-badge-sheet {
+  background-color: rgba(78, 128, 238, 0.15);
+  color: #4e80ee;
+  border: 1px solid rgba(78, 128, 238, 0.3);
+}
+
+.b08-badge-code {
+  background-color: rgba(155, 89, 182, 0.15);
+  color: #af7ac5;
+  border: 1px solid rgba(155, 89, 182, 0.3);
+}
+
+.b08-empty-val {
+  color: #ff9f43;
+  font-style: italic;
+  font-weight: 500;
+}
+
+.b08-formula-cell {
+  font-family: "Fira Code", "Courier New", monospace;
+  font-size: 0.8rem;
+  color: #00cec9;
+  background: rgba(0, 206, 201, 0.05);
+  padding: 4px 8px;
+  border-radius: 4px;
+}
+
+/* 하단 컨트롤 바 */
+.b08-action-bar {
+  display: flex;
+  justify-content: space-between;
+  align-items: center;
+  background: var(--bg-secondary, #2b2b40);
+  padding: 16px 24px;
+  border-radius: 12px;
+  border: 1px solid var(--border-color, #3a3a55);
+}
+
+.b08-info-text {
+  font-size: 0.85rem;
+  color: #9a9ab0;
+}
+
+.b08-btn-confirm {
+  background: linear-gradient(135deg, #4e80ee 0%, #38ef7d 100%);
+  color: #000000;
+  font-weight: 700;
+  border: none;
+  padding: 12px 24px;
+  border-radius: 8px;
+  cursor: pointer;
+  transition:
+    opacity 0.2s ease,
+    transform 0.2s ease;
+}
+
+.b08-btn-confirm:hover {
+  opacity: 0.9;
+  transform: scale(1.02);
+}
diff --git a/config/config_system.py b/config/config_system.py
index 9dae5b5d..8b44a5f2 100644
--- a/config/config_system.py
+++ b/config/config_system.py
@@ -244,6 +244,57 @@ SECTION_INCLUDE_ENDPOINT = os.getenv("SECTION_INCLUDE_ENDPOINT", "True").lower()
 FOREST_ROAD_MIN_WIDTH_M = {"trunk": 3.0, "branch": 3.0, "work": 2.5}
 
 
+# ─────────────────────────────────────────────────────────────────────────
+# 5-5. 종단 계획선(계획고) 설계 기준 (B05 WF2)
+#
+# 출처: 「임도설치 및 관리 등에 관한 규정」[별표 1-2] 임도의 설계 및 시설기준.
+# 기준은 임도등급이 아니라 `설계속도 × 지형구분(일반/특수)`으로 규정되어 있어
+# 등급은 grade_to_design_speed로 간접 매핑한다.
+# 위 5-3의 경로탐색(평면) 기준(FOREST_ROAD_MAX_GRADE 등)과는 별개의 값이므로
+# 서로 혼용하지 않는다.
+# ─────────────────────────────────────────────────────────────────────────
+FOREST_ROAD_PROFILE_CRITERIA = {
+    # 설계속도(km/h)별 법정 기준
+    "design_speed": {
+        40: {
+            "max_grade_pct": {"normal": 7.0, "special": 10.0},
+            "max_reverse_grade_pct": 5.0,
+            "min_vertical_radius_m": 450.0,
+            "min_curve_length_m": 40.0,
+        },
+        30: {
+            "max_grade_pct": {"normal": 8.0, "special": 12.0},
+            "max_reverse_grade_pct": 5.0,
+            "min_vertical_radius_m": 250.0,
+            "min_curve_length_m": 30.0,
+        },
+        20: {
+            "max_grade_pct": {"normal": 9.0, "special": 14.0},
+            "max_reverse_grade_pct": 5.0,
+            "min_vertical_radius_m": 100.0,
+            "min_curve_length_m": 20.0,
+        },
+    },
+    # 임도등급 → 기본 설계속도. 작업임도는 별표에 종단 기준이 없어 20km/h를 준용한다.
+    "grade_to_design_speed": {"trunk": 40, "branch": 30, "work": 20},
+    # 특수지형에서 기준 적용이 어려운 경우 노면포장 시에 한하여 허용되는 상한
+    "paved_exception_grade_pct": 18.0,
+    # 비포장 도로이면서 종단기울기 대수차가 이 값 이하이면 종단곡선을 두지 않는다
+    "vertical_curve_skip_delta_pct": 5.0,
+    # 곡선 중첩 방지용 최소 직선(tangent) 길이 (규정 외 실무 기본값)
+    "min_tangent_length_m": 20.0,
+    # 절·성토 균형 구역 기본 길이 (None이면 노선 전체를 1구역으로 본다)
+    "balance_segment_length_m": None,
+    # 주 진행방향 자동 판정 기준: |시종점 고도차| / (최고−최저) 가 이 값 이상이면
+    # 한 방향으로 오르내리는 노선으로 보고 반대 방향에 역기울기 상한을 적용한다.
+    # V자(계곡 횡단)·Λ자(능선 통과) 노선은 이 비율이 낮아 역기울기 판정을 하지 않는다.
+    "main_direction_monotone_ratio": 0.5,
+}
+GRADE_TERRAIN_TYPES = ("normal", "special")
+# 주 진행방향: auto(자동 판정) / ascending(상행) / descending(하행) / none(역기울기 미적용)
+GRADE_MAIN_DIRECTIONS = ("auto", "ascending", "descending", "none")
+
+
 # ─────────────────────────────────────────────────────────────────────────
 # 6. 저장소 경로
 # ─────────────────────────────────────────────────────────────────────────
diff --git a/resources/templete_calc_cost.xlsx b/resources/templete_calc_cost.xlsx
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