Site work for a bridge / tunnel in Indian Trail, North Carolina. Completed plans call for site work for a bridge / tunnel.

This project consists of removing two existing 72-inch CMP culverts at Bow Brook Trail and Pioneer Lane. These two existing culverts will be replaced with precast concrete box culverts. A digital bid tab will be issued out to all online through email. It is highly recommended to use this digital bid tab for submitting your itemized bid. This will ensure that your bids will have no errors within them at the time of submitting. Each Bid must contain the following fully completed forms provided by the Town. The following shall be submitted for bid consideration: a) Acknowledgement of Addenda (page 10 of this Project Manual) b) Itemized Bid Form (page 11 of this Project Manual) c) MBE Forms (page 14 of this Project Manual) d) Representative Projects Form (page 19 of this Project Manual) e) Execution of Bid Form (page 20 of this Project Manual) f) Bid Bond (APPENDIX F of this Project Manual). All bids shall be prepared and submitted in accordance with the following requirements. Failure to comply with any requirement may cause the bid to be considered irregular and may be grounds for rejection of the bid. The bid form furnished by Town of Indian Trail with the proposal shall be used and shall not be altered in any manner. DO NOT SEPARATE THE BID FORM FROM THE PROPOSAL! If you are using the Electronic Version, replace the paper version with a copy of the electronic version. Return the entire proposal with your bid. If Town's issued Digital Bid Tab isn't used by perspective bidder, all entries on the itemized proposal sheet (bid form) shall be written in ink or typed. The Bidder shall submit a unit price for every item on the itemized proposal sheet (bid form). The unit prices for the various contract items shall be written in figures. Unit prices shall be rounded off by the Bidder to contain no more than FOUR decimal places. An amount bid shall be entered on the itemized proposal sheet (bid form) for every item. The amount bid for each item shall be determined by multiplying each unit bid by the quantity for that item and shall be written in figures in the "Amount" column of the form. The total amount bid shall be written in figures in the proper place on the bid form. The total amount bid shall be determined by adding the amounts bid for each item. Changes to any entry shall be made by marking through the entry in ink and making the correct entry adjacent thereto in ink. A representative of the Bidder shall initial the change in ink. Do not use correction fluid, correction tape or similar products to make corrections. The bid shall not contain any unauthorized additions, deletions, or conditional bids. Each Bid shall be accompanied by a bid bond or a certified check in the amount not less than 5% of the total amount of the Bid. When the bid security is in the form of a bid bond, that bid bond shall be executed by a corporate surety licensed in North Carolina to execute such bonds. Bid Bond forms are in the Appendix. All Bids shall be firm offers to contract for 60 days from the Bid Deadline. For questions regarding the Project or Instructions to Bidders, contact Brian Adlerstein at bga@indiantrail.org. The Town will attempt to answer all questions in writing by email. The Town will not make, and bidders may not rely on oral representations. Addenda will be emailed all persons who have the Contract Documents. The Bidder shall be responsible for inquiring if Addenda have been issued. No entity or person may submit or participate in the submission of more than one Bid. The Town will inform the Selected Bidder of its selection and request that the Selected Bidder submit the executed Agreement plus insurance certificates and payment and performance bonds. The Selected Bidder shall submit the requested documents so that they are received by the Town within 10 calendar days (or such other time as designated by Town) from the date of notice of selection. The contract shall not be deemed awarded and this Agreement shall not be binding on the Town unless and until both the Selected Bidder and Town have both executed the Agreement. Doc note: Neither Owner nor Engineer will be responsible for full or partial sets of Bidding Documents, including any Addenda, obtained from any other source. All payments are to be made to Duncan Parnell, via their bid room at online. If you need any assistance ordering or getting registered, please email constech@Duncan-Parnell.com. An MBE goal of 10% has been established for this contract. The established MBE goal is based on the sub-total of the estimated construction cost. The contingency amount is not considered. Question Deadline 08/28/2025 at 4:00 PM ET - Questions should be emailed 7 calendar days prior to the bid opening to Brian Adlerstein (Engineering Project Manager) at bga@indiantrail.org. Contact with any other Town of Indian Trail personnel concerning this project is strictly prohibited, unless otherwise noted, and may result in bids being considered non-responsive. Event Bid Description: The Proposal with the itemized proposal sheet attached shall be placed in a sealed envelope with the following information printed on the outside of the envelope: BID FOR: "PROJECT NAME" AND "PROJECT NUMBER" BIDDER'S NAME: " CONTRACTOR'S NAME" AND "CONTRACTOR'S LICENSE NUMBER" BID OPENING DATE: "DATE" AND "TIME" Return the bid package to: Town of Indian Trail Engineering Department 315 Matthews-Indian Trail Road (delivery) Indian Trail, NC 28079. The Bidder shall not add any provision reserving the right to accept or reject an award, or to enter into a contract pursuant to an award. The Town of Indian Trail reserves the right to reject any and all bids and to waive any informalities or technicalities as it may deem to be in its best interest. The purpose of the subsurface exploration and geotechnical engineering evaluation was to explore the subsurface conditionsin the areas of the existing culverts and to provide geotechnical engineering recommendationsthat can be used during the design and construction phases of the project. F&R's scope of services included the following: Completion of seven soil test borings (B-1 through B-7) to depths ranging from 16 to 20 feet below the existing ground surface; Installation of one (1) temporary observation well; Preparation of typed boring logs and development of a subsurface profile; Performing a geotechnical engineering evaluation of the subsurface conditions with regard to their suitability for the proposed construction; and Preparation of this report by professional engineers. Pioneer Lane in Indian Trail, North Carolina about 450 west of Frontier Circle (B-1 and B-2). The existing 72-inch corrugated metal pipe (CMP) culvert spans approximately 50 feet where the Price Mill Creek crosses underneath Pioneer Lane. The existing invert elevations are 620.47 and 620.25 feet (Topographic Survey of: A Portion of Pioneer Lane, Indian Trail Culvert Project), which is roughly 9 feet below existing pavement grade. 2) Bowbrook Trail in Indian Trail, North Carolina between Indian Brook Drive and Indian Wood Drive (B-3 and B-4). The existing 72-inch CMP culvert spans approximately 45 feet where Davis Mine Creek crosses Bowbrook Trail. The existing invert elevations are 668.54 and 668.51 feet (Topographic Survey of: A Portion of Bow Brook Trail, Indian Trail Culvert Project), which is roughly 10 feet below existing pavement grade. 3) Moss Cove Court (B-5), Swedish Ivy Lane (B-6), and Spring Morning Lane (B-7) just north of Clover Bend Drive in Monroe, North Carolina. The existing invert elevations at these three locations are 622.44, 616.29, and 609.9 feet, respectively (Topographic Survey of: A Portion of Rogers Road, Indian Trail Culvert Project). These three culverts drain from east to west from Rogers Road to the East Fork Twelvemile Creek Tributary 4.