This Solicitation opportunity from Virginia was posted on June 29, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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E. Broad St over Abandoned Railroad Spur Bridge Superstructure Replacement

Closed

IFB #260019489State & Local

Submission Closed08/13/2026, 06:00:00 PM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 237310

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Department of Transportation

POSTED

about 15 hours ago

DEADLINE

in 29 days

AI Contract Overview

The project involves replacing the superstructure of the E. Broad St over Abandoned Railroad Spur Bridge, a historic structure built in 1909 and eligible for the National Register of Historic Places as part of the Shockoe Valley Tobacco Row Historic District. The existing bridge is a simple span concrete-encased rolled steel beam structure with a 42-foot curb-to-curb roadway and 10-foot-9-inch sidewalks on each side. The superstructure will be removed and replaced with a 36-foot-3-inch precast box girder system, while preserving the original alignment, slope, and profile to avoid any fill or excavation. Final roadway dimensions will maintain 10-foot-11-inch travel lanes in each direction and 10-foot-4-inch sidewalks on both sides, ensuring continuity with the surrounding roadway. Portions of the existing reinforced concrete abutments and wingwalls will be demolished and reconstructed to accommodate the new superstructure while maintaining the current profile. The solicitation, issued by the Virginia Public Works agency under IFB #260019489, was posted on June 29, 2026, with responses due by August 13, 2026. The work is located in Richmond, Virginia, and falls under a state-level procurement process. Primary contact for technical inquiries is Timothy Lewis, Engineer, Principal, and Freddy Sharpe, Senior Procurement Analyst, serves as the secondary point of contact. No set-aside type is specified, and the project is not designated with a NAICS code in the provided data. The structure’s historical significance is preserved through strict adherence to existing design parameters, and no changes to the bridge's alignment or surrounding topography are proposed.

General Info

Replace historic bridge superstructure with precast girders, maintain original alignment and sidewalks in Richmond, Virginia.

Agency

Virginia → Public WorksView Agency

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

VA, USA

Set-Aside

NONE

Documents

(63)

SS246-002020-02 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 246 Pavement Marking

DOCX•specifications

Affidavit for E. Broad Street over Abandoned RR Spur Project Bid

PDF•affidavit

Affidavit of Payments of Claims - City of Richmond

PDF•1 page•affidavit-of-payment

City of Richmond Special Provisions for East Broad Street Superstructure Replacement

PDF•special-provisions

Prequalified List of VDOT Contractors

PDF•other

City of Richmond Labor and Material Payment Bond

PDF•3 pages•payment-bond

SS704-002020-02 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 704

DOCX•specifications

ACH Direct Deposit Form - City of Richmond

PDF•1 page•other

Virginia State Corporation Commission Bidder Form

DOCX•1 page•state-corporation-commission-form

SS109-002020-01 Virginia Department of Transportation Supplemental Specifications Section 109

DOCX•specifications

SP109-000100-05 Asphalt Material Price Adjustment Special Provision

DOCX•special-provision

UPC 118541 E. Broad Street Superstructure Replacement IFC Plans 2026-06-09

PDF•ifc-plans

East Broad Street Tunnel IFC Cost Breakdown 2026-05-15

PDF•cost-estimate

SS315-002020-05 Virginia DOT Asphalt Concrete Placement Specs

DOCX•specifications

Load Rating QC Checklist for NBI ID 32132

PDF•qc-checklist

Proposed Change Order Form (PCO Form) - City of Richmond

PDF•3 pages•change-order-form

SS235-002020-01 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 235 Retroreflectors

DOCX•specifications

SS512-002020-03 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 512

DOCX•specifications

Field Change Order Directive (FCOD) - City of Richmond

PDF•1 page•field-change-order-directive

City of Richmond Performance Bond Document

PDF•5 pages•performance-bond

Virginia DOT Subcontractor/Supplier Solicitation and Utilization Form

PDF•subcontractor-solicitation-form

Wage Determination VA20260126 for Highway Construction in Henrico and Richmond Counties, VA

PDF•wage-determination

East Broad Street Tunnel IFC Cost Breakdown

PDF•cost-breakdown

2026-06-10_East_Broad_Street_Tunnel_IFC_PES_(1).pdf

PDF

VDOT Special Provisions Wage Determination UPC118541

PDF•wage-determination

SS211-002020-03 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 211 Asphalt Concrete

DOCX•specifications

Virginia DOT Affidavit for E. Broad Street Project

PDF•affidavit

118541_CN_Bid_Worksheet - Base Bid Tabulation Sheet

XLSX•bid-tabulation-sheet

Construction Contractor Performance Evaluation

PDF•3 pages•past-performance

Virginia DOT Subcontractor/Supplier Solicitation and Utilization Form UPC 118541

PDF•subcontractor-solicitation-form

SP107-001510-04 Virginia DOT DBE Requirements Special Provision June 5, 2024

DOCX•special-provision

Virginia DOT Affidavit for E. Broad Street Superstructure Replacement Project

PDF•affidavit

Construction Contract - City of Richmond IFB

PDF•1 page•contract-document

SP107-000120-00 Electronic Submission of Payrolls and DBE Payments

DOCX•special-provision

SP107-003100-00 Made in the USA Requirements Special Provision

DOCX•special-provision

SS220-002020-01 2020 Road and Bridge Supplemental Specifications Section 220

DOCX•specifications

SS234-002020-01 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 234

DOCX•specifications

Contractual Insurance Requirements for City of Richmond Contract 26000000000

PDF•2 pages•contractual-insurance-requirements

VDOT Scott's Addition BRT Station Streetscape Project Proposal Terms and Civil Rights Forms

PDF•contract-document

VDOT Scott's Addition BRT Station Streetscape Project Proposal Terms and Civil Rights Forms

PDF•contract-document

SQ105-000611-01 Special Provision for Section 105.06 Subcontracting

DOCX•special-provision

MBE/ESB Participation Commitment Prequalification Form

PDF•2 pages•prequalification-form

SQ107-001300-00 Virginia DOT Prevailing Wage Rates Special Provision

DOCX•wage-determination

MBE-ESB Participation Form Instructions and Definitions

PDF•2 pages•other

IFB #260019489 E. Broad St Bridge Superstructure Replacement

PDF•ifb

SS223-002020-02 Virginia DOT Steel Reinforcement Specs

DOCX•specifications

SP100-000051-00 Special Provision for Changed Conditions for Local Assistance Projects

DOCX•special-provision

City of Richmond Bid Bond Attachment A

PDF•2 pages•bid-bond

Affidavit for E. Broad Street over Abandoned RR Spur Project Bid

PDF•affidavit

SS305-002020-02 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 305

DOCX•specifications

EDI Payment Agreement for Contractors - City of Richmond

PDF•1 page•contract-document

UPC 118541 E. Broad Street Bridge Basis of Design Memorandum

PDF•basis-of-design

Construction Change Order Summary

PDF•1 page•change-order-summary

VDOT Interim DBE Requirements Special Provision SP107-001510-06

PDF•special-provision

SP0F0-000150-01 Notice of Requirement for Affirmative Action Equal Employment Opportunity

DOCX•special-notice

SS309-002020-01 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 309

DOCX•specifications

SS308-002020-01 Virginia DOT 2020 Road and Bridge Supplemental Specifications Section 308

DOCX•specifications

Invitation for Bid E. Broad Street Over Abandoned RR Spur Superstructure Replacement

DOCX•ifb

City of Richmond Special Provisions - UPC 118541

DOCX•special-provisions

City of Richmond Consent to Accept Electronic Signatures

DOCX•1 page•consent-form

Signature Sheet for Invitation for Bids

DOCX•1 page•other

City of Richmond Minority Business Development Cover Letter

DOCX•1 page•other

Statement of No Offer for IFB

DOCX•1 page•statement-of-no-offer

AI Contract Breakdown

Uniform Contract Format

Timeline

PhaseClosed

PostedJun 29

Solicitation

Response DeadlineAug 13

Deadline has passed

Submission Closed

08/13/2026, 06:00:00 PM UTC

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Organization & Contact Information

AgencyVirginia → Public Works

Contacts2 people available

OfficeRichmond, VA, 23219-1907, USA

Organization / Agency

Virginia → Public Works

View Agency Profile

Office AddressRichmond, VA, 23219-1907, USA

Contacts

Timothy LewisEngineer, Principal

contact@example.gov

+1 (555) 000-0000

Freddy SharpeSenior Procurement Analyst

contact@example.gov

+1 (555) 000-0000

Interested Companies (8)

English Construction

Lynchburg, VA

Wetland Studies and Solutions

Gainesville, VA

Crofton Construction Services

Portsmouth, VA

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Full Description

Typical Section: The project typical section includes a 4-lane roadway and sidewalks on each side of the street. The general section includes a 10'-11" travel lane in each direction. There will be a 10'-4" sidewalk on each side of the bridge in the final condition. As there is no proposed change to the alignment, slope, or profile of the bridge, no fill or excavation will be required. Bridge: The bridge (Federal Bridge ID: 21575) was constructed in 1909 and is eligible for listing in the National Register of Historic Places as a contributing element to the Shockoe Valley Tobacco Row Historic District (DHR ID 127-0344). The bridge is classified as a simple span concrete-encased rolled steel beam bridge. The bridge roadway width is currently 42 feet curb-to-curb with 10'-9" sidewalks on each side of the roadway. The substructure consists of reinforced concrete abutments and wingwalls. The bridge superstructure will be replaced with a 36'-3" long precast box girder system. The final roadway width over the bridge will match the existing structure, accommodating a 10-foot and-11 foot vehicular travel lane in each direction and 10'-4" sidewalks on each side. Portions of the existing abutments will be demolished and reconstructed such that the final roadway profile will match the existing profile.