Site work for a civil project in Beaumont, Texas. Completed plans call for site work for a road / highway; and water / sewer project.

All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Question Deadline 08/18/2023 The CONTRACTOR will perform the Pipe Bursting tasks as following noted and in accordance with the details provided in this project manual or as directed by the ENGINEER on: STREET REHAB PHASE V SEWER LINE REPLACEMENT: 1. Provide a construction schedule to facilitate scheduling of work to be performed by the OWNER and others. The CONTRACTOR will be required to submit for the ENGINEER's approval, a construction sequence of the phased installation for the proposed work. The OWNER shall reserve the right to make adjustments to the construction sequence to limit the number of service interruptions. 2. Provide bypass pumping and sewer flow control during the pipe bursting and manhole replacement operations, as necessary. 3. The project includes the rehabilitation of existing sanitary sewer lines by pipe bursting approximately 16,000 L.F. of existing six and eight inch sanitary sewer mains to eight inch (8.625 OD"), approximately 6,000 L.F. of existing ten inch sanitary sewer mains to ten inch (10.75 OD"), approximately 400 L.F. of existing twelve inch sanitary sewer mains to twelve inch (12.75 OD"), and 3,150 L.F. of existing fifteen inch sanitary sewer mains to sixteen inch (16.00 OD") High Density Polyethylene (HDPE) pipe, as well as related manholes and service connections. 4. Tie-in the replacement sewer mains at existing laterals and manholes, including replacement or installation of approximately 86 manholes and 6 end-of-line cleanouts. All manholes or end-of-line cleanouts to be replaced/installed shall be confirmed after review of the cleaned and televised existing sewer lines and manholes. All tie-in methods shall be in accordance with the Contract documents. 5. Replace service connections on rehabilitated sanitary sewer mains. Existing service lines will be replaced completely to the property lines, with cleanouts and cleanout boxes installed at property lines. All tie-in methods shall be in accordance with the Contract documents. 6. Perform required testing of the rehabilitated main and appurtenances, as required. Deflection testing will not be required on all sections. However, the OWNER shall reserve the right to require deflection testing of any sections of line deemed necessary, at no additional cost to the OWNER. 7. Drainage - Maintain drainage within the project area at least equal to existing conditions. Restore the site to its pre-construction condition or better. The Engineers' estimate for this contract is estimated to be $2,291,000.00