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City of Lake Charles

326 Pujo Street, Lake Charles, LA 70601
(337) 491-1263


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Capital Project Number CP3353
CITY OF LAKE CHARLES, LOUISIANA CENTER EAST AND CHENNAULT WATER TREATMENT PLANTS PRESSURE FILTER REHABILITATIONS CAPITAL PROJECT NUMBER CP3353 The City of Lake Charles desires to implement the recommended improvements from Task Order 2019-0227A: Pressure Filter Study and Inspections. These improvements were identified based upon a hydraulic analysis of current filtering/backwash operations and inspecting and collecting samples from the existing filter vessels. The resulting improvement recommendations for the Center East and Chennault WTPs are identified below: Center East WTP  *Removal and Replacement of Existing Filter Media Bed (~1,660 CF)  *Removal and Replacement of Existing Orthos Strainers (Typ. of ~120)  *Removal and Replacement of Existing Air Release Valves (Typ. of 4)  *Installation of Control Valve and Flow Meter on Common Backwash Line  *Required PLC Programming and SCADA Updates for Backwash Flow Control  *Touch-Up and Spot Coat Existing Curved Steel Underdrain  *Repair of Deteriorated Sections/Broken Weld Seams within Underdrain Plate  *Power Tool Clean and Spot Coat Existing Face Piping  *Pressure Wash Exterior of the Existing Filter Vessel Chennault WTP  *Removal and Replacement of Existing Filter Media Bed (~2,680 CF)  *Removal and Replacement of Existing Orthos Strainers (Typ. of ~144)  *Removal and Replacement of Existing Air Release Valves (Typ. of 4)  *Removal and Replacement of Existing Inlet Valves/Actuators (Typ. of 4)  *Removal and Replacement of Existing Waste Valves/Actuators (Typ. of 4)  *Installation of Control Valve and Flow Meter on Common Backwash Line  *Required PLC Programming and SCADA Updates for Backwash Flow Control  *Touch-Up and Spot Coat Existing Curved Steel Underdrain  *Repair of Deteriorated Sections/Broken Weld Seams within Underdrain Plate  *Power Tool Clean and Spot Coat Existing Face Piping  *Pressure Wash Exterior of the Existing Filter Vessel  *Furnish and Install Potassium Permanganate Feed System
08/04/2020 07:45 PM UTC
OP 7304
City of Lake Charles, Louisiana Broad Street Incinerator Repair OP 7304 • Scope of work includes structural steel demolition, fabrication, and erection as indicated on attached design drawings D1, S1, S2, S3, S4, and S5. • Purpose of this project is to replace the structural steel screen frame located at the top of the current city of Lake Charles Incinerator unit at 4331 Broad Street Lake Charles, LA 70615.
08/04/2020 07:45 PM UTC
Project No. CP 3331
City of Lake Charles, Louisiana Hillcrest Park CP 3331 Hillcrest Park, located in Southeast Lake Charles, received a 2018 Great Urban Parks Campaign Grant to accomplish two main goals: to improve the usability of 4 acres of parkland located along a drainage lateral and to employ the site to manage stormwater in the surrounding underserved community. The site provides an opportunity to address localized flooding in the neighborhood and provide passive recreational and educational programs to the community and the city at large. It is bordered by a drainage lateral (L-44009) to the North, which flows West to East, converges into the Kayouchee Coullee, and is then pumped North into the Calcasieu River. The area is prone to flooding and the park is at an ideal location within the sub-watershed to manage stormwater using green infrastructure. The proposed plan will bring stormwater runoff into the site using inlets at two locations: on Hillcrest Drive and on Russell Street. This approach will divert runoff from flowing into catch basins toward a large bioretention facility, thereby reducing the burden on the drainage system during a storm. The bioretention cell, planted with native, water-loving plants, is designed to detain the water, filter out pollutants, and provide space and time to infiltrate into the soil. Additionally, the existing large swale on site will be widened to increase capacity and its slope will be directed toward the drainage lateral. This will allow natural topography to guide the runoff rather than requiring the drains and pipes to do all the work. In addition to the green infrastructure, a trail loop around the park that aesthetically matches the trail across the street will provide more opportunity for passive recreation. Gabion benches will be provided at four locations along the trail to enable park visitors to rest and relax. A gathering area and an outdoor classroom space for visiting students are also proposed. Interpretive signage throughout the park will educate visitors about multiple functions and benefits of the green infrastructure. Implementation of the plan will create a park that offers residents of this neighborhood a more usable green space as well as education opportunities. The plan is designed to fulfill the goals of the Great Urban Parks Campaign grant: to enhance recreation opportunities for the surrounding underserved community, to utilize the green space for neighborhood flood risk reduction, and to offer an educational opportunity for the entire City of Lake Charles.
07/14/2020 07:45 PM UTC
Capital Project Number CP3348
CITY OF LAKE CHARLES, LOUISIANA MORGANFIELD GOLF COURSE ENTRANCE ROAD CAPITAL PROJECT NUMBER CP3348 I. Scope of Services: The City of Lake Charles desires to construct a new road to access the Morganfield Golf Course and Club House and to extend water, sewer, and drainage utilities to said location. The proposed design scope of work to complete these improvements will require the following: 1. Furnishing and installation of approximately 450-LF of three (3) lane section and 600-LF of two (2) lane section Portland Cement Concrete pavement with curbs, turnouts for future developments, sidewalks and ADA compliant ramps. Inclusive of the furnishing and installation of all street signage along with pavement striping and markings. 2. Furnishing and installation of closed drainage system routed to nearest golf course detention pond consisting of approximately 950-LF of 15-inch, 24-inch, and 30-inch reinforced concrete piping and manholes associated with the golf course entrance road. 3. Furnishing and installation of approximately 4200-LF of 8-inch, 10-inch, and 12-inch sewer forcemain. 4. Furnishing and installation of a new duplex submersible pump lift station complete with submersible pumps and controls, as well as, miscellaneous civil, electrical, and mechanical work. 5. Furnishing and installation of approximately 1500-LF of 8-inch, 10-inch, 12-inch, 15-inch, and 16-inch gravity sewer collection system and manholes associated with the golf course entrance roadway. 6. Furnishing and installation of 1230-LF of 8-inch and 12-inch water distribution system and appurtenances located adjacent to golf course entrance road.
06/30/2020 07:45 PM UTC
Project No. 2020-702 Capital Project No. 3368
Project No. 2020-702 Capital Project No. 3368 7th Avenue and 20th Street Drainage Improvements City of Lake Charles, LA The work consists of the installation of new drainage pipe and catch basins. This includes the construction of ADA compliant handicap sidewalk ramps, as well as the removal and reinstallation of the associated roadway pavement and sidewalks.
06/16/2020 07:45 PM UTC
CP 3124
City of Lake Charles, Louisiana Central School Renovations CP 3124 1. The Work includes exterior cleaning of building, re-pointing existing masonry walls, painting of all window trim and exterior “non-masonry” materials and all exterior surfaces that have been previously painted including stairs, exterior doors, etc. Repair of all stucco work, and designated windows. Replacement of all gutters and downspouts including flashing at scuppers and repair of roofing at parapet walls, collector heads, and coping. 2. All work shown on drawings and included in Specifications Manual. 3. Contractor is to perform the Work in accordance with pertinent State, Local and National Codes as well as all requirements of OSHA, including the Hazard Communication Standard. 4. This building is a Historically significant structure and is on the National Registry of Historic Buildings, therefore the contractor shall at all times follow the Secretary of the Interior’s “Standards for the Treatment of Historic Properties” which describe guidelines for preserving, rehabilitating, restoring and reconstructing of Historic Buildings. These guidelines/documents can be found at the following website: https://www.nps.gov/tps/standards/treatment-guidelines-2017.pdf
06/02/2020 07:45 PM UTC
Capital Project Number CP9778
Rosa Hart Theatre Repair City of Lake Charles, LA ~ SCOPE OF WORK A. Work shall be completed in the time frame as noted in the Section 1 documents. B. Work under this section shall include the furnishing of all labor, materials, tools, transportation, services, and supervision necessary to complete the installation of the Stage Rigging System, and other items as herein listed, all as described in these specifications, as illustrated on the drawings, and as directed by the Owner’s Consultant. Any question as to the installation of equipment should be cleared with the Owner’s Consultant prior to installation. Work is comprised of, but not limited to, the following principal items: 1. Verification of dimensions and conditions at the job site, a. Prior to the beginning of work: 2. Demolition and proper disposal of existing equipment being replaced including but not limited to: a. Loft blocks b. Headblocks c. Floor tension blocks d. Mule blocks e. Wire rope f. Battens g. Arbors h. Hardware i. T-bar guide track j. Locking rail k. Fire curtain. Coordination only. Demolition work to be by separate Asbestos removal Contractor. 3. Replace existing linesets with new linesets including but not limited to: a. Loft blocks b. Head blocks c. Floor tension blocks d. Mule blocks e. Wire rope f. Battens g. Arbors h. T-bar guide track i. Hardware j. Operating rope k. Fire Curtain l. Repair Austrian drape to working order. 4. The rigging wall support structure for the support of the T-bar (or J-bar) arbor guide tracks is to be re-used to support the new arbor guide tracks. Connection hardware will need to accommodate to the existing support structure. 5. New locking rail 6. Counterweight (existing counterweight may be re-used if possible.) 7. Batten extensions 8. Hardware, chain, blocks, etc., 9. Sag bars 10. Remove and re-attach stage lighting cable and plug strip for six electric’s battens. Provide adequate attachment device and kellums grips for attachment of cable to batten. Cable management will function in a similar manner to existing cable management at the stage right end of the batten. 11. Remove draperies, tracks and other items from linesets and store. Re-install draperies, tracks and other items at end of project. 12. Replace fire safety curtain with new fire safety curtain and hardware.. a. Motorized line shaft hoist and control system. 13. Wire, conduit, junction boxes and all other electrical components for motorized hoist and control. 14. Installation all cords and cables supplying electricity or control signal to any equipment supported by equipment furnished under this Section. 15. Miscellaneous steel for mounting equipment. 16. Miscellaneous components and parts herein specified. 17. Portable and loose equipment 18. Signage 19. Proof of performance testing. 20. Provide Electrical work. 21. Electrical contractor is to be a sub-contractor to Rigging Contractor. 22. Provide Electrical Engineering as required; including stamped engineered drawings by a professional Electrical Engineer licensed in the State of Louisiana. 23. Stamped drawings by Professional Engineer licensed in the State of Louisiana for structural engineering of rigging components and attachment to structure. 24. Provide pricing for Alternates as listed below. C. Furnish and install complete Stage Rigging System replacement of items indicated with all necessary apparatus, equipment, wiring, etc., required to insure complete systems in excellent working order as specified herein and on the attached diagrams. D. Consistent with the detailed information contained herein and, on the drawings, provide functional and complete overall systems. Verify complete parts lists, the accuracy of the type numbers, and the overall suitability of the equipment to produce complete functional systems coordinated and interfaced with related work. E. Minor items of equipment needed in order to meet the requirements stated above, even if not specifically mentioned herein or on the drawings, shall be provided in quality equivalent to other conditions on the project with no claim for additional payment. F. Coordinate with related existing elements and new work provided under other sections: 1. Fire protection systems 2. Stage lighting system 3. Lighting plugging devices 4. Building structure and catwalks 5. Smoke vents and roof hatches 6. General electrical work 7. Ductwork
06/02/2020 07:45 PM UTC
Project No CP3336
City of Lake Charles, Louisiana Oak Park Lateral Drainage Improvements CP 3336 SCOPE OF WORK: Project scope consists of improvements to subsurface storm drainage system along lateral streets adjoining Oak Park Boulevard. The project shall incorporate various rehabilitation methods such as removal & replacement and cured in place pipe (CIPP) lining as well as new storm drain inlets and subsurface piping to improve drainage flow and maintain the integrity of the property through which it serves. PROJECT LIMITS: Project scope includes locations along Oak Park Boulevard and neighboring streets between 1st Avenue and 4th Avenue.
05/19/2020 07:45 PM UTC
CP 3331
City of Lake Charles, Louisiana Hillcrest Park CP 3331 Hillcrest Park – Scope of Work 100% Construction Documents Hillcrest Park, located in Southeast Lake Charles, received a 2018 Great Urban Parks Campaign Grant to accomplish two main goals: to improve the usability of 4 acres of parkland located along a drainage lateral and to employ the site to manage stormwater in the surrounding underserved community. The site provides an opportunity to address localized flooding in the neighborhood and provide passive recreational and educational programs to the community and the city at large. It is bordered by a drainage lateral (L-44009) to the North, which flows West to East, converges into the Kayouchee Coullee, and is then pumped North into the Calcasieu River. The area is prone to flooding and the park is at an ideal location within the sub-watershed to manage stormwater using green infrastructure. The proposed plan will bring stormwater runoff into the site using runnels at two locations: on Hillcrest Drive and on Russell Street. This approach will divert runoff from flowing into catch basins toward a large bioretention facility, thereby reducing the burden on the drainage system during a storm. The bioretention cell, planted with native, water-loving plants, is designed to detain the water, filter out pollutants, and provide space and time to infiltrate into the soil. Additionally, the existing large swale on site will be widened to increase capacity and its slope will be directed toward the drainage lateral. This will allow natural topography to guide the runoff rather than requiring the drains and pipes to do all of the work. In addition to the green infrastructure, a trail loop around the park that aesthetically matches the trail across the street will provide more opportunity for passive recreation. Gabion benches will be provided at four locations along the trail to enable park visitors to rest and relax. A gathering area and an outdoor classroom space for visiting students are also proposed. Interpretive signage throughout the park will educate visitors about multiple functions and benefits of the green infrastructure. Additional funding, if secured, would allow for redesign of the drainage lateral bank. A life safety shelf would be created to improve the edge with a smoother bank excavated eight feet wide into the site at a depth of three feet from the top of the bank height. This best safety practice for open bank edges also provides more space for water storage creates another habitat zone. The entire bank, from top to bottom (1567 SY), would be covered with an anchored bank stabilization product to prevent bank erosion as vegetation is re-established. Implementation of the plan would create a park that offers residents of this neighborhood a more usable green space as well as education opportunities. The plan is designed to fulfill the goals of the Great Urban Parks Campaign grant: to enhance recreation opportunities for the surrounding underserved community, to utilize the green space for neighborhood flood risk reduction, and to offer an educational opportunity for the entire City of Lake Charles.
05/05/2020 07:45 PM UTC
Capital Project No. CP3296
City of Lake Charles, Louisiana 2019 Asphalt Overlays City of Lake Charles Capital Project No. CP3296 LEI Project No. 19-002 The intent of this Contract is to provide for construction and completion, in every detail, of the Work described. It is further intended that the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the Work in accordance with the plans, specifications, and terms of the Contract. The project consists of pavement patching, degrassing edge of road and grading shoulders, adjusting sanitary sewer manholes to grade, milling asphaltic concrete pavement, asphaltic concrete surface course, pavement markings, asphaltic concrete ramps at paved driveways, aggregate surface course on aggregate driveways, aggregate shoulder material, topsoil shoulder material, and hydro-seeding for the following streets at various locations in the City of Lake Charles: 1. Broad Street (I-210 East to City Limits) 2. North Grace Street (Medora Street to Dead End) 3. Highway Street (Highway 171 to North Grace Street) 4. Goos Boulevard (Knapp Street to Fitzenreiter Road) 5. North Adams Street (Ray Street to Medora Street) 6. Adams Street (Woodring Street to Dead End) 7. Channel Street (Junior Street to North Booker Street) 8. Woodring Street (North Booker Street West to Dead End) 9. Coulee Street (Moss Street East to Dead End) 10. North Ford Street (Fournet Street North Approximately 100 Feet) 11. Adams Street (Gieffers Street to Dead End)
04/14/2020 07:45 PM UTC
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