Site work and paving for a civil project in Benton, Arkansas. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

As of November 20, 2025, the project was awarded to JCon Inc, with an awarded amount of $611,377.50. General Contract for the removal and upsizing of storm drainage pipes and concrete curb inlets. Removal and reconstruction of existing concrete curb inlets, curb and gutters and storm pipes. Construction of cast in place or precast reinforced area inlets and special drop inlets. Roadway repair consisting of ACHM Surface Course and Aggregate Base Course (Class 7). Erosion control will need to be maintained during the construction of the project. A General Contract for the removal and upsizing of storm drainage pipes and concrete curb inlets. Removal and reconstruction of existing concrete curb inlets, curb and gutters and storm pipes. Construction of cast in place or precast reinforced area inlets and special drop inlets. Roadway repair consisting of ACHM Surface Course and Aggregate Base Course (Class 7). Erosion control will need to be maintained during the construction of the project Each Bid must be submitted onthe prescribed form and accompanied by a certified check or bid bond executed on the prescribed form, payable to the City of Benton, Arkansas in an amount notless than 5 percent of the amount bid. The bid proposal and work of the proposed contract shall be in accordance with all applicablefederal, state, county, and locallaws, ordinances and regulations. For information concerning the proposed Work, contact TaylorClark at the Engineer's office. The Owner reserves the right to waive irregularities, reject bids,choose the most qualified bidder for the Project, and to postpone award of the Contract for a period of time which shall not exceed beyond 90 days from the bid opening date. Question Deadline 09/30/2025 Any interpretation or change in said Contract Documents will be made only in writing, the Bidder should request of the Engineer, in writing (received by the Engineer at least 5 working days prior to bid opening), an interpretation thereof. All pipelines shall be inspected and tested before final acceptance. The methods to be used are as follows: 1. New Gravity Sewer Lines a. Visual inspection during installation and before backfill . b. Low pressure air test. c. Television inspection. d. Mandrel test (Flexible pipes only) e. Final Visual Inspection 2. Manholes a. Visual inspection during installation and before backfill. b. Vacuum testing. c. Final visual inspection. d. Holiday test (epoxy coatings). 3. Replacement Sewer Lines and Point Repairs a. Visual inspection during installation and before backfill. b. Low pressure air test/exfiltration, infiltration. c. Television inspection. d. Mandrel test. e. Final visual inspection. 4. Force Mains a. Visual inspection during installation and before backfill. b. Hydrostatic pressure test. c. Tracer wire continuity test. 5. Service Lines a. Visual inspection during installation and before backfill. b. Exfiltration test.