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Published November 21, 2025 at 7:00 PM

Updated November 23, 2025

Site work and paving for a mixed-use development in Fort Worth, Texas. Completed plans call for paving for a sidewalk / parking lot; and for site work for a water / sewer project.

The City Strongly Recommends Allowing Sufficient Time to Complete This Process (Ideally a Week Prior to the Deadline) to Begin the Uploading Process and to Finalize Your Submission. General Description of Work the Major Work Will Consist of the (Approximate) Following: Unit I: Water Improvements 8" Pvc Water Line - 3,270 Lf 12" Pvc Water Line - 1,075 Lf 16" Dip Water Line - 600 Lf 24" Dip Water Line - 570 Lf 20" Casing by Other Than Open Cut - 200 Lf 8" Carrier Pipe - 205 Lf Txdot 8" Concrete Pavement (Crcp) - 390 Sy Txdot Asphalt Pavement Type D - 85 Tn Unit Ii: Sanitary Sewer Improvements 8" Pvc Sewer Line - 2,000 Lf 8" Hdpe by Pipe Enlargement - 200 Lf 4' Manhole - 19 Ea 4" Private Service Relocation - 1,425 Lf Unit Iii: Paving Improvements 6" Concrete Pavement - 19,600 Sy 7" Concrete Pavement - 4,900 Sy 6" Concrete Driveway - 16,000 Sf 8" Concrete Driveway - 4,060 Sf 4" Concrete Sidewalk - 16,800 Sf Ada Ramps - 29 Ea Unit Iiia (Alternative): 11" Pavement Pulverization - 19,299 Sy 3" Asphalt Pavement Type D - 19,200 Sy 6" Curb & Gutter - 8,740 Lf Prequalification Certain Improvements Included in This Project Must Be Performed by a Contractor or Designated Subcontractor Who is Pre-qualified by the City at the Time of Bid Opening. City's Right to Accept or Reject Bids City Reserves the Right to Waive Irregularities and to Accept or Reject Any or All Bids. The Procedures for Qualification and Pre-qualification Are Outlined in the Section 3 of 00 21 13 - Instructions to Bidders. Bidders Are Encouraged to Fully Review Each Page of Every Document Within Their Submission Prior to Submitting to Ensure All Documents Are Clear, Legible, and Complete. Question Deadline 11/14/2025 at 2:00 PM CT

Post-Bid

Sidewalks / Parking Lot

$10,960,400.00

Public - City

Paving, Site Work

115

17

22

4

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