Site work for a bridge / tunnel in Valparaiso, Indiana. Completed plans call for site work for a one-story above grade bridge / tunnel.

The project consists of the installation of an 8' x 4' concrete box culvert under Calumet Ave. Construction activities will include incidental storm sewer removal and installation as well as incidental work such as road and lawn restoration. Proposals must be properly and completely executed on the Bid Form and be accompanied by an executed Indiana State Board of Accounts Form 96, confirmation that copies of Addenda (if used) were received, and satisfactory bid security. A certified or cashier's check payable to Valparaiso City Utilities or a bid bond in an amount equal to five percent of the bid amount must accompany each bid. The successful Bidder will be required to provide a Performance and Payment Bond each in the amount of one hundred percent of the Contract amount. Bidders must be experienced in the construction of the type of facilities described. The Contractor entering into a contract is required to enroll in and verify the work eligibility status of all newly hired employees through the E-Verify program unless the E-Verify program no longer exists. The City of Valparaiso may not contract with a person engaged in investment activities in Iran. The selection of the lowest responsive and responsible bidder will consider the Total Base Bid and other relevant facts mentioned in the project documents. The City reserves the right to reject any and all bids or to waive any informalities in the bidding. ABOUT 800 FEET NORTH OF BURLINGTON BEACH ROAD AND CALUMET AVENUE, Valparaiso, IN Substantial completion of the project shall be seventy five (75) days from Notice to Proceed. Final Completion shall be completed within five (5) days of final inspection. Liquidated damages for each calendar day of delay of opening to traffic, or substantial completion shall be: $500 per day. Question Deadline 11/21/2025 Questions are due three (3) days prior to bid opening. Construction Engineering 1 LS 2. Mobilization/Demobilization 1 LS 3. Maintenance of Traffic 1 LS 4. Erosion Control 1 LS 5. Clearing Right of Way 1 LS 6. Culvert, Remove 60 LFT 7. Asphalt Milling, 4" 240 SYS 8. Pavement, Remove 240 SYS 9. Common Excavation 75 CYS 10. B-Borrow 750 CYS 11. Structure Backfill, Type 2 140 CYS 12. Compacted Aggregate, No. 2 110 CYS 13. Compacted Aggregate, No. 8 55 CYS 14. Compacted Aggregate, No. 53 120 TON 15. HMA for Patching, Full Depth, Type B 160 TON 16. HMA Surface, 9.5 mm, Type B 90 TON 17. Concrete Curb and Gutter 150 LFT 18. Fence, Farm Field 80 LFT 19. Geogrid 395 SYS 20. Geotextile Fabric 460 SYS 21. Revetment Riprap 130 TON 22. Mulched Seeding, Type U 1,885 SYS 23. Standard Catch Basin 1 EA 24. Standard Manhole 2 EA 25. Storm Sewer Pipe, Perforated, 4" 40 LFT 26. Storm Sewer Pipe, 6" 6 LFT 27. Storm Sewer Pipe, 12" 143 LFT 28. Pipe End Section, 12" 1 EA 29. Concrete Box Culvert, 8'x4' 63 LFT 30. Concrete, A 21 CYS 31. Reinforcing Bars, Epoxy Rebar 1,500 LBS 32. Line, Thermoplastic, Solid, Yellow 4" 300 LFT 33. Line, Thermoplastic, Solid, White 4" 150 LFT 34. Record Drawings