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  5. ›Addendum No. 2 to RFP 26-023

City of Pawtucket·Rhode Island

Addendum No. 2 to RFP 26-023

Closes 9/24/2026$1.5M – $3MRequest for Proposal
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Description

The City of Pawtucket is seeking qualified contractors to renovate Oak Hill Park’s tennis courts and playground. The scope includes demolition of existing concrete sidewalks and retaining walls, asphalt resurfacing with a four‑coat acrylic system, installation of new tennis courts and playground equipment, implementation of erosion control measures, and preservation of existing ivy on walls. The project must adhere to a tight schedule, with construction beginning in late October 2026 and substantial completion required by the end of June 2027, and includes liquidated damages for late completion. • Demolition of existing concrete structures (depth not specified – assume industry standard). • Asphalt resurfacing using four‑coat Acrylotex/Deco Color MP system. • Installation of tennis courts, playground equipment, and a continuous 12‑in. trench drain. • Erosion control (Straw Wattle) per civil drawing Sheet 2 and use of existing gravel under courts. • Preservation of existing ivy on wall areas where practicable.

Attached files

The solicitation documents live at the source — open the bid source above to download them.

Contact

Eric Hammerschlag(City Engineer)

Key dates

Opened
9/4/2026
Closes
9/24/2026
Projected award
10/8/2026
Duration
8 months

Last updated

Details

Type
Request for Proposal
Industry
Construction
NAICS
236220
Solicitation №
26-023A2

Budget estimate

$1,500,000 – $3,000,000

Based on typical costs for tennis‑court construction ($120‑$150 per square foot) and playground renovation ($200‑$250 per square foot) in the New England region, combined with demolition, asphalt resurfacing, and site‑specific erosion control, the total contract value is likely in the $1.5 million to $3 million range. The lower bound assumes modest court size and minimal playground upgrades; the upper bound reflects extensive site work, higher‑grade materials, and potential contingencies for unknown concrete depths.

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