from app import db from datetime import datetime from sqlalchemy import event class TrenchExcavation(db.Model): __tablename__ = "trench_excavation" id = db.Column(db.Integer, primary_key=True) # Foreign Key to Subcontractor table subcontractor_id = db.Column(db.Integer, db.ForeignKey("subcontractors.id"), nullable=False) # Relationship for easy access (subcontractor.subcontractor_name) subcontractor = db.relationship("Subcontractor", backref="trench_records") # Basic Fields Location = db.Column(db.String(500)) MH_NO = db.Column(db.String(100)) CC_length = db.Column(db.Float, default=0) Invert_Level = db.Column(db.Float, default=0) MH_Top_Level = db.Column(db.Float, default=0) Ground_Level = db.Column(db.Float, default=0) ID_of_MH_m = db.Column(db.Float, default=0) Actual_Trench_Length = db.Column(db.Float, default=0) Pipe_Dia_mm = db.Column(db.Float, default=0) # width Width_0_to_2_5 = db.Column(db.Float, default=0) Width_2_5_to_3_0 = db.Column(db.Float, default=0) Width_3_0_to_4_5 = db.Column(db.Float, default=0) Width_4_5_to_6_0 = db.Column(db.Float, default=0) Upto_IL_Depth = db.Column(db.Float, default=0) Cutting_Depth = db.Column(db.Float, default=0) Avg_Depth = db.Column(db.Float, default=0) # Excavation categories Soft_Murum_0_to_1_5 = db.Column(db.Float, default=0) Soft_Murum_1_5_to_3_0 = db.Column(db.Float, default=0) Soft_Murum_3_0_to_4_5 = db.Column(db.Float, default=0) Hard_Murum_0_to_1_5 = db.Column(db.Float, default=0) Hard_Murum_1_5_to_3_0 = db.Column(db.Float, default=0) Soft_Rock_0_to_1_5 = db.Column(db.Float, default=0) Soft_Rock_1_5_to_3_0 = db.Column(db.Float, default=0) Hard_Rock_0_to_1_5 = db.Column(db.Float, default=0) Hard_Rock_1_5_to_3_0 = db.Column(db.Float, default=0) Hard_Rock_3_0_to_4_5 = db.Column(db.Float, default=0) Hard_Rock_4_5_to_6_0 = db.Column(db.Float, default=0) Hard_Rock_6_0_to_7_5 = db.Column(db.Float, default=0) # Totals Soft_Murum_0_to_1_5_total = db.Column(db.Float, default=0) Soft_Murum_1_5_to_3_0_total = db.Column(db.Float, default=0) Soft_Murum_3_0_to_4_5_total = db.Column(db.Float, default=0) Hard_Murum_0_to_1_5_total = db.Column(db.Float, default=0) Hard_Murum_1_5_and_above_total = db.Column(db.Float, default=0) Soft_Rock_0_to_1_5_total = db.Column(db.Float, default=0) Soft_Rock_1_5_and_above_total = db.Column(db.Float, default=0) Hard_Rock_0_to_1_5_total = db.Column(db.Float, default=0) Hard_Rock_1_5_to_3_0_total = db.Column(db.Float, default=0) Hard_Rock_3_0_to_4_5_total = db.Column(db.Float, default=0) Hard_Rock_4_5_to_6_0_total = db.Column(db.Float, default=0) Hard_Rock_6_0_to_7_5_total = db.Column(db.Float, default=0) Total = db.Column(db.Float, default=0) Remarks = db.Column(db.String(500)) RA_Bill_No=db.Column(db.String(500)) created_at = db.Column(db.DateTime, default=datetime.today) def __repr__(self): return f"" def serialize(self): return {c.name: getattr(self, c.name) for c in self.__table__.columns} def excavation_category_sums(self): def safe(val): return val or 0 return { "Soft_Murum_Total": ( safe(self.Soft_Murum_0_to_1_5) + safe(self.Soft_Murum_1_5_to_3_0) + safe(self.Soft_Murum_3_0_to_4_5) ), "Hard_Murum_Total": ( safe(self.Hard_Murum_0_to_1_5) + safe(self.Hard_Murum_1_5_to_3_0) ), "Soft_Rock_Total": ( safe(self.Soft_Rock_0_to_1_5) + safe(self.Soft_Rock_1_5_to_3_0) ), "Hard_Rock_Total": ( safe(self.Hard_Rock_0_to_1_5) + safe(self.Hard_Rock_1_5_to_3_0) + safe(self.Hard_Rock_3_0_to_4_5) + safe(self.Hard_Rock_4_5_to_6_0) + safe(self.Hard_Rock_6_0_to_7_5) ), } # ========================================== # AUTO CALCULATE GRAND TOTAL # ========================================== def calculate_trench_total(mapper, connection, target): total = 0 for column in target.__table__.columns: if column.name.endswith("_total"): total += getattr(target, column.name) or 0 target.Total = total event.listen(TrenchExcavation, "before_insert", calculate_trench_total) event.listen(TrenchExcavation, "before_update", calculate_trench_total)