Site work for a water / sewer project in Sanford, North Carolina. Completed plans call for site work for a water / sewer project.

The Project is generally described as follows: o Base Option 1: 24" HDPE 1. Approximately 54,134 LF of 24" HDPE Force Main and appurtenances 2. Approximately 1,576 LF of 36" Steel Encasement with 24" HDPE Force Main Carrier Pipe by Dry Bore and Jack and appurtenances 3. 12 Horizontal Directional Drills totaling 11,502 LF of 24" HDPE Force Main and appurtenances 4. 1 Horizontal Directional Drill totaling 1,251 LF of 32" HDPE Encasement Pipe with 24" HDPE Force Main Carrier Pipe o Base Option 2: 24" C900 PVC 1. Approximately 35,370 LF of 24" C900 PVC Force Main and appurtenances 2. Approximately 18,764 LF of 24" Restrain Joint C900 PVC Force Main and appurtenances 3. Approximately 1,576 LF of 36" Steel Encasement with 24" Restrain Joint C900 PVC Force Main Carrier Pipe by Dry Bore and Jack and appurtenances 4. 12 Horizontal Directional Drills totaling 11,502 LF of 24" Fusible C900 PVC Force Main 5. 1 Horizontal Directional Drill totaling 1,251 LF of 30" Fusible C900 PVC Pipe with 24" Fusible PVC Force Main Carrier Pipe o Alternate Bid - Option 1: 36" HDPE 1. Approximately 52,982 LF of 36" HDPE Force Main and appurtenances 2. Approximately 2,886 LF of 54" Steel Encasement with 36" HDPE Force Main Carrier Pipe by 3. Dry Bore and Jack and appurtenances 4. 12 Horizontal Directional Drills totaling 10,937 LF of 36" HDPE Force Main and appurtenances 5. 1 Horizontal Directional Drill totaling 1,658 LF of 48" HDPE Encasement Pipe with 36" HDPE Force Main Carrier Pipe o Alternate Bid - Option 2: 36" C900 PVC 1. Approximately 32,308 LF of 36" C900 PVC Force Main and appurtenances 2. Approximately 20,674 LF of 36" Restrain Joint C900 PVC Force Main and appurtenances 3. Approximately 2,886 LF of 36" Steel Encasement with 36" Restrain Joint C900 PVC Force 4. Main Carrier Pipe by Dry Bore and Jack and appurtenances 5. 12 Horizontal Directional Drills totaling 10,937 LF of 36" Fusible C900 PVC Force Main 6. 1 Horizontal Directional Drill totaling 1,658 LF of 42" Fusible C900 PVC Pipe with 36" Fusible PVC Force Main Carrier Pipe The base bid is for a 24-inch diameter pipe; bidders are permitted to select the material, PVC or HDPE, that yields the lowest overall cost. The alternate bid is for a 36-inch diameter pipe; bidders are permitted to select the material, PVC or HDPE, that yields the lowest overall cost. Bidders are not required to bid both materials or the alternate. Pipe material and size will be determined based on the bid amount and the extent of funds available. Each bid must be accompanied by a bid security of 5% of the bid amount. Security may be in the form of cash, certified check or cashier's check made payable to the City of Sanford or a bid bond issued by an insurance company authorized to do business in the State of North Carolina. The deposit shall be retained if the successful bidder fails to execute the contract within ten (10) days after the award of contract or fails to give satisfactory surety as required herein. The City reserves the right to reject any or all bids or to accept the bid that appears to be in the best interest of the City, or provided by law. No bid may be withdrawn for a period of one hundred and twenty (120) days after the scheduled bid opening. Question Deadline 01/09/2025 All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing only (email) The Owner reserves the right to waive any informality or to reject any or all Bids. Unless all Bids are rejected, Award will be made to the lowest responsible Bidder, taking into consideration quality, performance and the time specified in the proposals for the performance of the Contract.