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  5. ›CN-4851 Santana Press Box

Grossmont Union High School District·California

CN-4851 Santana Press Box

Closes 8/18/2026$500k – $1.2MInvitation for Bid
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Description

The Grossmont Union High School District is soliciting bids for the demolition of an existing press‑box and construction of a new prefabricated metal press‑box at Santana High School in Santee, CA. The scope includes demolition, site preparation, concrete footings, asphalt grind‑and‑overlay, utility relocation, new plumbing and fire‑alarm wiring, as well as related civil works such as chain‑link fencing and signage. The project requires compliance with asbestos and lead‑based paint regulations, prevailing‑wage rules, and a suite of submittal deadlines tied to the Notice to Proceed. Bids must be submitted by 18 August 2026 at 2 pm, with a mandatory site job‑walk scheduled for 3 August 2026. • Demolition of the existing press‑box and removal of related structures. • Installation of a new prefabricated metal press‑box, including structural steel, concrete footings, and associated utilities (plumbing, fire‑alarm, fiber). • Civil works: 1,000 SF of concrete flatwork, 1,000 SF of asphalt grind‑and‑overlay, chain‑link fence adjustments, and utility protection (Dig‑Alert, shutdown notices). • Environmental compliance: asbestos and lead‑based paint surveys already completed; all waste to be handled per Cal/OSHA and Cal/EPA standards. • Mandatory bonding (bid, performance, payment) and prevailing‑wage requirements; DVBE participation encouraged.

Attached files

Contact

Christina Williams(Bid Documents Contact)

[email protected]

(619) 696‑5100

Key dates

Opened
7/24/2026
Site visit
8/3/2026
Closes
8/18/2026

Last updated

Details

Type
Invitation for Bid
Industry
Construction
NAICS
236220
Solicitation №
CN‑4851

Budget estimate

$500,000 – $1,200,000

Based on comparable school‑facility press‑box projects in Southern California, demolition and new construction of a metal press‑box with associated concrete, asphalt, utility, and finish work typically ranges from $0.5 million to $1.2 million. The lower bound assumes minimal site complications and standard material costs, while the upper bound accounts for possible unforeseen subsurface conditions (hard‑drilling allowance), additional concrete/asphalt work, and premium labor rates for prevailing‑wage compliance.

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