Site work and renovation of a water / sewer project in Rockford, Illinois. Completed plans call for the renovation of a water / sewer project.

The 2026-2027 Sanitary Sewer System Lining project shall include all labor, materials, equipment and supervision to line existing sanitary sewers with cured-in-place pipe (CIPP). This project of lining up to approximately 19,520 LF of existing sanitary sewers ranging from 8" diameter, reinstating existing service connections on lined sewer mains, and all other ap as indicated in the Contract documents. This section contains detailed specifications relating to proposal items. The work to be done under each item is discussed along with units for payment and measurement for payment. However, the descriptions given do not necessarily outline all the work to be done under any item. The materials and workmanship provided for this project shall meet or exceed the requirements specified herein and the technical specifications referenced below. In the case of contradictions between these Detailed Specifications and the technical specifications referenced, these Detailed Specifications shall The current editions of the following specifications shall apply: 1. Standard Specifications for Water and Sewer Main Construction in Illinois 2. General Provisions and Technical Specifications for Sanitary Sewer Construction, by the Four Rivers Sanitation Authority. 3. Standard Specifications for Road and Bridge Construction, Illinois Department of Transportation. 4. American Society for Testing and Materials (ASTM): A. ASTM D 543 Test Method for Resistance of Plastics Chemical Reagents B. ASTM D 638 Test Method for Tensile Properties of Plastics C. ASTM D 790 Test Method for Tensile Properties of Non-reinforced and Reinforced Plastics and Electrical Insulating STM F 1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube E. ASTM F 1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Resin Pipe Bidders shall provide the FRSA with copy of all the applicable ASTM specifications listed for the materials to be used. The Contractor shall be responsible for all site investigations, all necessary permits and fees, mobilization, access procurement, flow control (bypass pumping), water acquisition, site preparation, traffic control, pipe lining with a cured-in-place lining system, reinstatement of sanitary services, complete restoration, and all other appurtenances required for completing the project in accordance with the specifications. The Contractor shall comply with all OSHA and manufacturer's safety requirements. Particular attention is drawn to those safety requirements involving work operations within confined spaces and with hot water. The FRSA assumes no responsibility for enforcement of safety standards. Excavated material or material removed from sewers shall not be stored or cast upon the pavement. All materials cleaned from sewers shall be transported to and disposed of at an approved offsite dumping area. Work areas shall be cleaned at the end of each day by sweeping, washing or other approved methods. The Contractor shall comply with all permit, notification, safety and traffic control requirements as specified elsewhere herein Bonds: 5% Bid Bond, 100% Performance Bond.