Site work for a water / sewer project in Port St Joe, Florida. Completed plans call for site work for a water / sewer project.

As of June 20, 2025, this project has not yet been awarded. A timeline for the award has not yet been established. CDBG-DR Sewer Collection and Transmission System Rehabilitation Phase 3: Collection System Rehabilitation for the City of Port St. Joe CDBG-DR Sewer Collection and Transmission System Rehabilitation Phase 3: Collection System Rehabilitation Question Deadline 05/23/2025 at 5:00 PM CT BIDDERs shall submit all questions, in writing, to Mandy ORegan , Project Administrator with Anchor (Citys Representative) at moregan@anchorcei.com. All questions shall be submitted For questions concerning this Bid, please contact Mandy ORegan at moregan@anchorcei.com . This project will consist of new construction as well as rehabilitation and replacement within the following areas as noted in the Construction Drawings and further detailed on the Bid Form Area 1 - area bound by First Street to the north, Long Avenue to the east, Cecil G. Costin Sr Boulevard to the south, and Baltzell Avenue to the west as depicted on the Construction Drawings: 1. Removal and Replacement of approximately 875 linear feet of 8-inch gravity sewer main (0 to 6 vertical feet deep). 2. Removal and Replacement of 3 pre-cast sewer manholes (48-inch diameter) (0 to 6 vertical feet). 3. Removal and Replacement of 1 pre-cast sewer manhole 48-inch diameter (6 to 10 vertical feet) 4. Removal and Replacement of 78 sewer laterals (<30 feet). 5. Removal and Replacement of approximately 840 square yards of 1.5-inch Type SP9.5 Asphalt. This will include striping as noted on the construction drawings. 6. Removal and Replacement of approximately 1,716 square feet of concrete driveways (6-inch). 7. Removal and Replacement of approximately 1,029 square yards of Optional Base Group, Group 06. 8. Removal and Replacement of approximately 1,029 square yards of Limerock Base (8-inch). 9. Rehabilitation of 175 linear feet of 6-inch gravity sewer main. 10. Rehabilitation of 3,320 linear feet of 8-inch gravity sewer 11. Rehabilitation of 275 linear feet of 10-inch gravity sewer main. 12. Rehabilitation of 400 linear feet of 12-inch gravity sewer main. 13. Rehabilitation of 43 vertical feet of manholes. 14. Rehabilitation of 11 sewer laterals (<30 feet). 15. CCTV of 207 sewer laterals. 16. Top Hat lateral rehabilitation of 7 sewer laterals. 17. Grouting of 7 sewer laterals. 18. Heavy cleaning of 43 sewer laterals. 19. General Restoration (mailboxes, landscaping, etc.). Area 2 - area bound by First Street to the north, Woodward Avenue to the east, just past Eighth Street to the south, and Monument Avenue to the west as depicted on the Construction Drawings: 1. Removal and Replacement of approximately 3,275 linear feet of 6-inch with 8-inch gravity sewer main (0 to 6 vertical feet deep). 2. Removal and Replacement of approximately 730 linear feet of 6-inch with 8-inch gravity sewer main (6 to 10 vertical feet deep). 3. Removal and Replacement of approximately 1,160 linear feet of 8-inch gravity sewer main (0 to 6 vertical feet deep). 4. Removal and Replacement of approximately 340 linear feet of 8-inch gravity sewer main (6 to 10 vertical feet deep). 5. Removal and Replacement of 22 pre-cast sewer manholes (48-inch diameter) (0 to 6 vertical feet). 6. Removal and Replacement of 3 pre-cast sewer manhole 48-inch diameter (6 to 10 vertical feet) 7. Removal and Replacement of 180 sewer laterals (<30 feet). 8. Removal and Replacement of 13 sewer laterals (>=30 feet). 9. Removal and Replacement of approximately 13,180 square yards of 1.5-inch Type SP9.5 Asphalt. This will include striping as noted on the construction drawings. 10. Removal and Replacement of approximately 13,180 square yards of Optional Base Group, Group 06. 11. Removal and Replacement of approximately 13,180 square yards of Limerock Base (8-inch). 12. Removal and Replacement of approximately 89 cubic yards of Suitable Soils (8- inch thickness). 13. Rehabilitation of 860 linear feet of 6-inch gravity sewer main. 14. Rehabilitation of 3,450 linear feet of 8-inch gravity sewer main. 15. Rehabilitation of 828 linear feet of 10-inch gravity sewer main. 16. Rehabilitation of 29 vertical feet of manholes. 17. Rehabilitation of 4 sewer laterals (<30 feet). 18. Rehabilitation of 3 sewer laterals (>=30 feet feet). 19. CCTV of 123 sewer laterals. 20. Top Hat lateral rehabilitation of 5 sewer laterals. 21. Grouting of 5 sewer laterals. 22. Heavy cleaning of 26 sewer laterals. 23. General Restoration (mailboxes, landscaping, etc.). Area 3 - area bound by Avenue D to the north, North Garrison Avenue to the east, Avenue A to the south, and Martin Luther King Boulevard the west as depicted on the Construction Drawings: 1. Removal and Replacement of approximately 660 linear feet of 8-inch gravity sewer main (0 to 6 vertical feet deep). 2. Removal and Replacement of 3 pre-cast sewer manholes (48-inch diameter) (0 to 6 vertical feet). 3. Removal and Replacement of 8 sewer laterals (<30 feet). 4. Removal and Replacement of 7 sewer laterals (>=30 feet). 5. Replacement of 1 conflict manhole. 6. Removal and Replacement of approximately 1,620 square yards of 1.5-inch Type SP9.5 Asphalt. This will include striping as noted on the construction drawings. 7. Removal and Replacement of approximately 1,620 square yards of Optional Base Group, Group 06. 8. Removal and Replacement of approximately 1,620 square yards of Limerock Base (8-inch). 9. Removal and Replacement of approximately 150 cubic yards of Suitable Soils (8- inch thickness). 10. Rehabilitation of 4,350 linear feet of 8-inch gravity sewer main. 11. Rehabilitation of 39 vertical feet of manholes. 12. Rehabilitation of 2 sewer laterals (<30 feet). 13. Rehabilitation of 2 sewer laterals (>=30 feet feet). 14. CCTV of 79 sewer laterals. 15. Top Hat lateral rehabilitation of 3 sewer laterals. 16. Grouting of 3 sewer laterals. 17. Heavy cleaning of 17 sewer laterals. 18. General Restoration (mailboxes, landscaping, etc.). Area 5 - area bound by Cecil G. Costin Sr Boulevard to the north, Westcott Circle to the east, Tenth Street to the south, and Marvin Avenue the west as depicted on the Construction Drawings: 1. Removal and Replacement of approximately 2,650 linear feet of 8-inch gravity sewer main (0 to 6 vertical feet deep). 2. Removal and Replacement of 11 pre-cast sewer manholes (48-inch diameter) (0 to 6 vertical feet). 3. Removal and Replacement of 43 sewer laterals (<30 feet). 4. Removal and Replacement of 2 sewer laterals (>=30 feet). 5. Removal and Replacement of approximately 6,775 square yards of 1.5-inch Type SP9.5 Asphalt. This will include striping as noted on the construction drawings. 6. Removal and Replacement of approximately 6,775 square yards of Optional Base Group, Group 06. 7. Removal and Replacement of approximately 6,775 square yards of Limerock Base (8-inch). 8. Rehabilitation of 640 linear feet of 6-inch gravity sewer main. 9. Rehabilitation of 3,110 linear feet of 8-inch gravity sewer main. 10. Rehabilitation of 41 vertical feet of manholes. 11. Rehabilitation of 3 sewer laterals (<30 feet). 12. Rehabilitation of 1 sewer laterals (>=30 feet feet). 13. CCTV of 74 sewer laterals. 14. Top Hat lateral rehabilitation of 3 sewer laterals. 15. Grouting of 3 sewer laterals. 16. Heavy cleaning of 16 sewer laterals. 17. General Restoration (mailboxes, landscaping, etc.). City of Port St. Joe reserves the right to accept or reject any and all Statements of Bids in whole or in part, to waive informalities in the process, or to postpone the opening pursuant to the Citys purchasing policies. Each Statement of Bid shall be valid to the City of Port St. Joe for a period od 60 days after bid opening The City of Port St. Joe is an Equal Opportunity, Affirmative Action, Drug-Free Work Place Employer *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document.