Demolition, site work, paving and new construction of a civil project in Liberty, Indiana. Completed plans call for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

Project Control No. 1902805 Federal/State No. 1902805 Bridge Replacement 81-00045 Continuous Reinforced Concrete Slab Union County - on Stone Road Over Indian Creek, 0.4 Mile N of Sand Run Road Qualifications: D(A) 0250 Contractors desiring to submit electronic bids via Electronically must register with INDOT as a valid bidder by submitting the form provided on the INDOT Letting Information internet page. Failure to register will cause failure of the Electronic bid submission process. A bidder may request valid bidder status by submitting the bidder registration form until 9:00 AM on the bid opening date. An executed bid bond shall be included with all bids. Only electronic bid bonds submitted through the designated electronic medium, either Surety2000 or Tinubu Surety Solution, will be accepted with the bid. A fully executed performance bond shall be included with all bids, except on contracts for roadside mowing, vegetation control, demolition, landscaping, fencing, seeding and sodding, bridge painting, and guardrail installations of $100,000 or less, when the bidder may elect not to furnish a performance bond. Electronically does not support submittal of the performance bond. The performance bond must be submitted to the Construction Letting email inbox or be delivered on paper by the time set for receipt of proposal bids. Each contractor that submits a proposal bid in the amount of $150,000 or more for highway improvements described in this notice is required to submit with that bid a written plan for a program to test the contractor's employees for drugs. The plan shall be in compliance with Indiana Code 4-13-18. The plan must be submitted to the Construction Letting email inbox or deposited with the INDOT Prequalification Engineer by the time set for receipt of proposal bids. INDOT - Call 540 - Bridge Replacement - Stone Road This work shall consist of protecting migratory bird species as required by the Migratory Bird Treaty Act, MBTA, in accordance with 105.03. Recycled foundry sand, RFS, consists of a mixture of residual materials used from ferrous or non-ferrous metal castings and natural sands. The Contractor shall have the option of incorporating RFS into applicable operations in accordance with 105.03. We understand that the commissioners of Union County, with the assistance of federal funds, are planning to replace an existing bridge carrying Stone Road over Indian Creek (Structure No. Union 45). Based on the PFC plans provided by USI Consultants, Inc. (USI), the new structure is anticipated to consist of a three-span continuous reinforced slab bridge with integral end bents which are planned to be established near El. 970. The preliminary plans indicate that end bents will be supported on deep foundation elements. Based on our correspondence, we understand that interior piers will also be supported on deep foundation elements with an open pile bent scheme. The flowline of the creek is near El. 961, and the preliminary scour information provided on the plans indicate a Q500 scour near El. 949. Factored pile loads are not available at this time. The project limits extend between Sta. 15+50 and 21+95, Line "PR-A", for a total project length of about 650 ft. Roadway improvements consisting of widening to accommodate 3-ft wide shoulders and reconstruction of the existing road pavement is planned within the project extents. The earthwork (i.e., fill and cut) required to establish the embankment in order to accommodate the widening is anticipated to be up to 4 ft. Grade changes along the centerline are nominal (i.e., less than 1 ft). Sideslopes for the embankment are planned to be established at 3H:1V. Maintenance of traffic is planned to be accomplished via road closure and detour. Lastly, spill through slopes with Class 1 riprap at the surface are planned to be established at 2H:1V at the bridge abutments. At this time, other information such as the bridge loads and construction schedule are not known. In the event that the nature, design or location of the proposed construction changes, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed, and the conclusions are modified or confirmed in writing.