City of Lake Charles, Louisiana Red Davis McCollister Water Main Extension Capital Project No. 3274 I. Scope of Services: Contractor shall complete all Work as specified or indicated in the Contract Documents for Red Davis McCollister Road - Waterline Extension Project (South Park Drive to Highway 14) project. The Work includes, but is not limited to, the following: o Furnishing and installation of approximately 3400 linear feet of 20-inch C900 PVC water main and 2000 linear feet of 24-inch C900 PVC water main, along with all associated fittings, valves, hydrants, and miscellaneous items as specified within the contract documents.

Commercial Banking Services for the City of Lake Charles

City of Lake Charles, Louisiana Highway 14 Water Line Extension CP 3274 I. Scope of Services: Contractor shall complete all Work as specified or indicated in the Contract Documents for Highway 14 Water Line Extension project. The Work includes, but is not limited to, the following: o Furnishing and installing of approximately x linear feet of 20-inch PVC and x linear feet of 24-inch HDPE water main from East McNeese Street to Red Davis McCollister Road.

City of Lake Charles, Louisiana Wastewater Treatment Plant A Basin A-05 Rehabilitation Capital Project No. 3423 I. Scope of Services: The City of Lake Charles WWTP ‘A’ is currently under a Compliance Order (CO) with LDEQ. The approved CO schedule requires the rehabilitation of 13 sub basins in the WWTP ‘A’ Basin. The Sub Basins have been prioritized and ranked in order of severity of condition through wastewater modeling of the system. There is approximately 18,500 LF of 6-inch through 12-inch gravity sewer pipeline to be rehabilitated (Critical and Priority 1) as part of this project. Rehabilitation methods include point repairs, pipe bursting, and manhole lining.

City of Lake Charles, Louisiana Lock Park Restroom Demolition and Replacement DR016 This scope of work involves the replacement of the existing restroom structures at Lock Park. Due to severe storm damage to the existing structural clay tile walls, it has been determined by the design architect and structural engineer that repairs to this existing structure are not feasible due to the extent of damage and the existing material used in the original building design. The existing restroom buildings shall be fully demolished including foundations and removed from the site. Contractor shall be required to terminate all utilities and cap off for future tie in of new structure. The slab between the existing restrooms will remain in place and be protected from demolition. These restroom buildings are considered to be historical in nature, however they are not on a National Historical Registry. That being said, there are existing ornamental elements on the exterior of the building which we plan to salvage and retain for installation on the new building. Should these elements get damaged during demolition or are deemed unusable for reuse, the new design will include replication of these exterior design elements so as to replicate the building exteriors as closely as possible to the original design. The design shall include new plumbing piping set in a new concrete foundation. Walls shall be CMU bearing walls with a new stucco exterior finish matching the existing building finishes and colors. Interior finishes shall include ceramic tile floors and walls to the height of the doors with painted drywall above with a new drywall ceiling mounted on new wood framed construction for the roofing structure with plywood decking, weatherproofing, and new roofing to match the existing. The interior layout/design of the plumbing fixtures shall be updated for a more efficient layout and actual fixtures shall be fitted with automatic flush valves and include code updates for all ADA code compliance. The wood canopy structure between the restrooms was heavily damaged during the storm will be replaced in like kind.