Solar Bus Shelter Program Services

Overview

Construction, Facilities & Maintenance

New Jersey, United StatesPosted about 2 months agoDeadline: May 14th, 2026

Fit Score

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SUMMARY

A government body in New Jersey requests services for constructing solar bus shelters with specialized retaining wall systems and drainage.

KEY REQUIREMENTS

Must be prequalified as a 'BC' – Building Construction – (Non-Operating Railroad Environment) as a 'GC' (General Contractors)
Must possess a valid Public Works Contractor Registration Certificate
Must submit a signed 'Buy America' certificate for bids over $150,000
Must submit an Ownership Disclosure Form
Must submit a Bid Security equal to 10% of the total bid amount
Must comply with New Jersey Prevailing Wage Act
Must comply with all applicable federal, state, and local laws, ordinances, codes, and regulations

BUDGET

Verified

$4,000,001 – $6,000,000

CONTRACT DURATION

24 months

TIMELINE

Pre-bid conference: March 26th, 2026

Question deadline: April 2nd, 2026

Bid opening: May 14th, 2026

QUESTION DEADLINE

April 2nd, 2026

Issuing Agency

New Jersey Transit Corporation

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DESCRIPTION

The government authority in New Jersey seeks a vendor to provide solar bus shelter program services, including the construction of a retaining wall system. The retaining wall will be a vertical wall of stepped height, constructed from precast concrete modular facing, tieback units, and installed in a straight configuration on a footing with a foundation drain, appropriate backfill, and coping.

Work includes the placement of non-woven geotextile at the back of the retaining wall unit, extending over the foundation and excavation area as described in the project drawings. A perforated structure foundation drainage pipe must be positioned behind the footing with a minimum gradient of 2 percent, incorporated within a drainage cell encased in geotextile. The contractor will be responsible for placing and compacting coarse aggregate free-draining backfill material in layers not exceeding 8 inches, as well as compacting soil backfill material above the drainage layer up to the finished ground level, also in layers not exceeding 8 inches. All backfill materials must be maintained at optimal or lesser moisture content to achieve required compaction density.

Source attribution

This Settle analysis is based on the issuing organization’s public RFP listing.