Site work, paving and new construction of a mixed-use development in Inglewood, California. Completed plans call for the construction of a one-story above grade educational facility; for site work for a educational facility; sidewalk / parking lot; and for paving for a sidewalk / parking lot.

**As of July 31,2025, this project has not yet been awarded. A timeline for the award has not yet been established.** The project generally consists of the construction of story building consisting of 6 classrooms, restrooms, utility spaces and a large multipurpose space. Site work includes new asphalt play field, courts, fire lane striping and modifications to fencing. Play structures and soft surface materials are owner furnished, contractor coordinated and installed along with minor landscaping. Project is on an active school site; all work will be coordinated with the district to cause the least disruption to classes. Contractor staging cannot be in a direct line of the school site. Construction duration for the entire project is 12 months Question Deadline 07/07/2025 at 10:00 AM PT. All questions must be sent via email to christopher.diaz@inglewoodusd.com. Value of contract is estimated at $7,500,000 to $8,500,000 *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. The information provided here is a summary only. All bidders must thoroughly review the Plans and Specifications and the other Contract Documents for a full understanding of the scope of the Work of the Project. a. Scope. 1. The Project consists of a story building consisting of 6 classrooms, restrooms, utility spaces and a large multipurpose space. Site work includes new asphalt play field, courts, fire lane striping and modifications to fencing. Play structures and soft surface materials are owner furnished, contractor coordinated and installed along with minor landscaping. Project is on an active school site, all work will be coordinated with the District to cause the least disruption to classes. Contractor staging cannot be in a direct line of the school site. Construction duration for the entire project is 12 month 1. Configuration: Two I-beam side rails with transverse rungs welded to side rails. 2. Rung Spacing: 9 inches o.c. 3. Radius-Fitting Rung Spacing: 9 inches (225 mm) at center of tray's width. 4. Minimum Cable-Bearing Surface for Rungs: 7/8-inch (22-mm) width with radius edges. 5. No portion of the rungs shall protrude below the bottom plane of side rails. 6. Structural Performance of Each Rung: Capable of supporting a maximum cable load, with a safety factor of 1.5, plus a 200-lb (90-kg) concentrated load, when tested according to NEMA VE 1. 7. Straight Section Lengths: 10 feet (3 m) except where shorter lengths are required to facilitate tray assembly. 8. Width: 12 inches (300 mm) unless otherwise indicated on Drawings. 9. Class Designation: Comply with NEMA VE 1 10. Splicing Assemblies: Bolted type using serrated flange locknuts. 11. Hardware and Fasteners: Steel, zinc plated according to ASTM B 633. 12. Splice Plate Capacity: Splices located within support span shall not diminish rated loading capacity of cable tray. A. The general scope of Work shall include but not be limited to the following: 1. Measure airflow rates of HVAC systems and make adjustments to achieve design airflow rates, tabulate results, and submit reports. 2. Measure water-flow rates of HVAC systems and make adjustments to achieve design water flow rates, tabulate results, and submit reports. 3. Measure flow velocities, temperatures, static pressures or head, rotational speed, and electrical power demand of fans, pumps, and other related HVAC system components, tabulate results, and submit reports. 4. Measure sound levels in each conditioned space, tabulate results, and submit reports.