Site work for a communication facility in Rochelle, Illinois. Completed plans call for site work for a communication facility.

Sealed bids will be received for the Ritchie to Centerpoint 34.5kV Line Steel Pole Procurement. The plans and specifications may be viewed at the City of Rochelle. Copies can be acquired from BHMG Engineers, Inc. Bids must be accompanied by a certified check, bank draft, acceptable surety bid bond, government bonds, or cash equal to at least five percent of the bid. Bidders must register for the project and submit in duplicate the executed Non-Collusion Affidavit, Bid Form, Bid Bond, Certified Check or Money Order, and other required documents. The City reserves the right to reject any or all bids, waive informalities, and accept the most advantageous bid. Question Deadline 10/27/2025 All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. The Project, of which the Goods and Special Services may be the whole or only a part, is identified as follows: Steel Pole Procurement. The manufacturer and delivery of steel poles for Ritchie to Centerpoint 34.5kV Line. The bid submitted by the manufacturer shall include all field bolts, locknuts, vangs, coatings, attachment provisions, base plates, and other necessary items to make a complete structure as described in the following specifications and drawings. General Specifications: 1. Engineered poles shall be fabricated and delivered in accordance with technical specifications found in RUS Bulletin 1724E-204. 2. Standard class steel poles shall be furnished in accordance with RUS Bulletin 1724E-214. 3. The manufacturer will provide shop drawings to the owner and engineer prior to fabrication for review. 4. The manufacture's bid shall include delivery of poles to 1015 S. Caron Road, Rochelle, IL 61068. Poles are delivered once they are lifted from the trailer. Owner will provide all equipment and labor to take ownership of poles once lifted from the trailer at staked drop locations. 5. The design and design calculations for engineered structure shall be the responsibility of the manufacturer. 6. Poles shall be designed to the loads specified on the attached drawings. 7. Poles shall be designed with a maximum taper of 0.45 inch/ft. 8. Manufacturer shall supply PLS-Pole.bak files for engineered poles. 9. Manufacturer shall supply PLS-Pole steel pole library (.spp) for all structures in this proposal. 10. Manufacturer shall palletize material such that each structure has an associated hardware kit as required. Include 10% spare hardware in each kit. 11. The manufacturer shall design and supply anchor cages, bolts, & hardware for pole with pier foundations. Design of pier foundations to be done by others. 12. The manufacturer will provide all drawings and instructions required for erection of poles including acceptable jacking forces, maximum bolt torque, etc.