Site work and paving for a mixed-use development in Owosso, Michigan. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; water / sewer project; road / highway; and road / highway.

As of March 12, 2024 project was awarded to Glaeser-Dawes Corporation, awarded amount is $1,711,353.82 Reference Number 0000339880 Water main replacement, pavement removal, HMA patching, concrete sidewalks, sanitary sewer installation, and turf establishment. Question Deadline 02/06/2024 at 3:00 PM ET Questions are submitted online No, All inquiries regarding this bid request must be received at least seven (7) calendar days prior to the submission and shall be received in, and responded to, in writing, or via FAX at 989-723-8854 or by e-mail to Clayton Wehner at clayton.wehner@ci.owosso.mi.us. Call 989-725-0551 to arrange to field inspection. No work can begin before May 28, 2024 and all work is to be completed by September 7, 2024. All bids must be accompanied by a Bid Bond for a sum of not less than 5% of the total bid and shall be made payable to the city of Owosso. The bidder agrees that if the city accepts their proposal, the bidder will, within 10 consecutive calendar days after receiving notice of this acceptance, enter into a contract to furnish all labor, equipment and tools necessary to execute the work at the unit prices named in the bid proposal and will furnish the surety for performance, for one hundred percent (100%) of this bid, which shall be accepted and approved by the city. General Requirements - Certified Payroll - Insurance Required - Prevailing Wage Required *The city reserves the right to accept any proposal; or to reject any proposal; to waive irregularities in a proposal; or to negotiate if it appears to be in the best interest of the city of Owosso. The bid shall be valid for a period of 90 days from the date of opening. A bid valid for a shorter period may be rejected by the city of Owosso. All fire hydrants shall be manufacturer by East Jordan Iron Works (EJIW) Stortz 5BR250, open right, with 5 1/2 foot depth of bury, and painted yellow, and manufactured in accordance with AWWA C502 specifications. Hydrants shall be provided as outlined in the details within the construction plans and below: 1. Dry-barrel fire hydrant traffic model or traffic flange type and 150 pound working pressure, compression type, and opening with the line pressure, with mechanical joints. 2. Fire hydrants shall be bronze mounted throughout with no iron-to-iron or steel contacts or threads. The operating stem in the base and valve seat shall be bronze. 3. All iron parts shall be of high strength grey iron conforming ASTM A126 Class B. 4. Fire hydrants shall have a 6-inch valve opening with a 6-inch mechanical joint inlet. 5. The minimum inside dimension shall be 8 inches. 6. The operating nut shall turn to the right to open and have a weather shield. The opening direction shall be plainly marked with an arrow near the operating nut showing the opening direction. 7. The operating nuts and nut nozzle caps shall be square and slightly tapered; and it shall be 15/16" at its base and 13/16" square at its end and 1- 1 /8" long. 8. Fire hydrants shall be completely assembled at the factory with the drain opening sealed with a threaded plug. 9. Provide two fire hose connections and one pumper connection in accordance with municipality standards. 10. All nozzles shall be on a movable head on the hydrant barrel so that they may be rotated by changing the position of the top flange without removing the barrel. 11. Provide a Spring Cap Style McGard Fire Hydrant Lock for hydrant. 12. Provide proper length for installation at water main depth as indicated on the drawings. 13. All township fire hydrants (optional for in City of Owosso) shall have a concrete collar around the lower barrel, 12" below the ground line with 1" of expansion joint material between the hydrant barrel and collar, as directed by the Engineer. The collar shall be 6 inches thick with a diameter of at least 24 inches. Diameter will be as wide as necessary to reach undisturbed earth. Fire hydrants shall be tested to 300 pounds hydrostatic pressure from inlet side with valve in both open and closed position. 14. Fire hydrants to be painted yellow above the grade line, and black below the grade line. The 5" cap to be painted to AWWA color code based on municipal GPM flow data. 15. Fire hydrants shall be designed so one man can easily remove or replace the working parts without removing the main valve seat. 16. Fire hydrants flags are optional, and only upon request of municipality. 17. Hydrant valve operating nut shall be 2-inch. 18. Hydrant lead shall be six (6) inch with MEGALUG mechanical joint restraint.