This work includes verifying existing survey control points provided in the Contract documents and establishing additional survey field control, computations, construction layout, worksheets, plans, as-builts, and certifications to fulfill Contract requirements. Complete all work according to RIDOT policy requirements and State Procedural and Technical Standards for the practice of Professional Land Surveying in the State of Rhode Island. Perform the surveying in a timely manner and to reflect the ongoing nature of construction and inspection activities. This work will generally require frequent, separate site visits by the Contractor's survey crew to the Project site to accommodate the various stages of construction and inspection activities that will occur. 101.1 Work within this project by the RIDOT appointed bridge contractor consists of 101.11 Installation of (2) 8-in galvanized steel sleeves approx. 4 feet long in each of the backwall areas for the gas main carrier to pass through. 101.2 Work within this project by the bridge contractor's appointed Rhode Island Energy approved gas contractor consists of: 101.21 Installation of approx. 50 feet of 4-in steel pipe across the new bridge including (3) double roller supports with 220/240 casing insulators through the 8-inch steel backwall sleeves, including poly spacers, link seals and casing end seals, and ending with a 4-in weld cap. 101.22 Removal of each of the 4-in weld caps and continuing soil side installation with a weld elbowed installation into the ground for anchorage and depth to tie into the existing gas main. 101.23 Soil side install continues with 20 total feet of 4-inch steel till the approach slab end then transitions to plastic with the installation of approx. 95 total feet of 6-inch plastic buried pipe in the roadway elbowed over on the ends and transitioned to steel and welded to the existing 4-in steel 60psig main with a 3-way tee. Rhode Island Contract No. 2024-CB-045, Federal Aid Project No. BRO017C(002) for Bridge Group 17C - Newell and Sneech in the town of Cumberland will consist of erosion control, replacement of Newell Bridge No. 204 using Accelerated Bridge Construction (ABC) methods, pavement reconstruction, micro milling and overlay, utility adjustments, pavement marking installation, field office, mobilization, and maintenance and protection of traffic. Vendor Q&A Start Date: August 28, 2024 at 11:15:00 AM EDT Vendor Q&A End Date and Time has been revised to September 29, 2024 at 12:00 PM. If you have any questions, please contact: M. Scott Stephens 1 Capitol Hill 2nd Floor Providence RI, 02908 United States Tel: 401-574-8152 Fax: michael.stephens@purchasing.ri.gov. The Contractor will be required to meet the established goal of not less than DBE 11% percent of the contract bid price to the Contractors, Subcontractors, and/or suppliers which qualify as Disadvantaged Business Enterprises. A bid bond payable to the State of Rhode Island, in the amount of 5% of the total or gross sum of the bid must be furnished by each bidder. A performance bond of one hundred (100) percent of the contract price with a satisfactory surety company will be required of the successful bidder. All surety companies must be listed with The Department of the Treasury, Fiscal Services, Circular 570, (Latest Revision published by the Federal Register), The Department of Transportation reserves the right to reject any or all bids. RIDOT: Bridge Group 17C - Newell and Sneech