California eProcure #0000039497

California Dept of Parks & Recreation seeks fiber reinforced polymer materials for Mono Lake ADA boardwalk replacement.

The California Department of Parks & Recreation is seeking bids for specialized materials to replace the Mono Lake ADA boardwalk trail. - Government Buyer: - California Department of Parks & Recreation - Products/Materials Requested: - Fiber Reinforced Polymer (FRP) composite boardwalk materials - Manufactured with continuous ECR glass fiber and vinyl ester resin - All structural members must include a non-woven polyester veil - Must be painted with a two-part fluoropolymer coating (e.g., Vitreflon or approved equal) in RAL 080-30-26 (Smoked Oak) color - Designed for high alkaline and UV exposure - 38mm mini-mesh decking panels - Panels sized 4 ft x 6 ft x 1.5 in thick - Anti-slip surface - Bull rail edging - Must attach flush with the outside of decking for a total 6-foot-wide surface - Stainless steel hardware and brackets - For connecting boardwalk materials to concrete Diamond Pier foundations (provided by Parks) - Unique/Notable Requirements: - Boardwalk spans must be 20 feet between foundations and engineered for a 100 psi live load - All materials must meet strict scenic corridor constraints and environmental durability standards - No specific OEMs are mandated, but Vitreflon is referenced as a coating standard - Quantities: - Boardwalk will be 740 lineal feet long and 6 feet wide - All hardware and brackets must be provided in full to construct the entire boardwalk structure

Description

This solicitation is for the procurement of materials to replace the Mono Lake ADA boardwalk trail. The boardwalk materials must be fiber reinforced polymer (FRP) composite, manufactured with continuous ECR glass fiber and vinyl ester resin, and painted with a two-part fluoropolymer coating in a specified color. The boardwalk will be 740 lineal feet long and 6 feet wide, with specific decking and hardware requirements to ensure durability and environmental sensitivity. The structure must be engineered for a 100 psi live load with 20-foot spans between concrete Diamond Pier foundations.

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