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  5. ›Mansfield Bridge and Sidewalk Project

City of Mansfield·Arkansas

Mansfield Bridge and Sidewalk Project

Closes 6/15/2026$500k – $2MInvitation for Bid
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Description

The City of Mansfield is soliciting sealed bids from licensed contractors to remove existing metal bridges and construct a new reinforced‑concrete bridge or an alternative multi‑plate structural drainage system, along with associated sidewalk work. The project is funded in part by an ACEDP grant and requires compliance with state bidding laws, bid bonds, and non‑withdrawal of bids for 30 days after opening. Bidders must obtain complete bidding documents (digital for $50, printed for $175 per set) and submit their sealed bids by the deadline. • Scope includes demolition of existing bridge structures, design and installation of new bridge or multi‑plate drainage system, and sidewalk construction. • Funding includes an ACEDP grant (#790‑09342) with specific grant requirements. • Bids are to be submitted to City Hall by June 15, 2026, 3:00 p.m.; opening will be public and read aloud. • Digital plans available via QuestCDN (Project No. 10217498) after free registration; printed copies available onsite for a fee. • Owner reserves the right to waive informalities or reject any/all bids; bid bonds required; no withdrawals permitted within 30 days of opening.

Attached files

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

Contact

James Dreher(Team Leader, Infrastructure Division)

(501) 224-1000

Key dates

Opened
5/24/2026
Closes
6/15/2026

Last updated

Details

Type
Invitation for Bid
Industry
Construction
NAICS
237990
Solicitation №
#600274

Budget estimate

$500,000 – $2,000,000

No contract value is disclosed. Based on typical costs for small‑to‑medium bridge replacements in rural Arkansas, a reinforced‑concrete bridge (including demolition, sub‑structure, super‑structure, and sidewalk work) can range from roughly $500,000 to $2 million, depending on site conditions, material choices, and design complexity. The lower bound reflects a modest bridge span with minimal site preparation; the upper bound accounts for longer spans, higher‑grade concrete, and extensive drainage or roadway integration.

AI estimate from the solicitation

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