October 14, 2020

    Prison Roof Quote Request

    QUOTE REQUEST

    Individual Requesting Quote: Scott Cupicciotti​ Quote Due Date& Time: Friday 10/16/2020 10:00AM​​                                              Date of Request: Tuesday 10/13/2020​ Department:Corrections​​ Phone Number: 904-445-9646​


    Project Name: CPSO- Prison Roof R&R​​ ProjectDirector: Scott Cupicciotti​ Project Start Date: TBD​​Project Completion Date: TBD​ Grant Name & #:N/A​​

    All responses to this quote solicitation must be completed using this form and must be transmitted using one of the three delivery options below:

    (1)  Email: nory@cpso.com

    (2) Physical Delivery: Accounting – 5716 Broad St. Lake Charles, LA 70615

    ALL OTHER TRANSMISSIONS WILL NOT BE ACCEPTED OR HONORED.

     

    The Calcasieu Parish Sheriff’s Office is requesting detailed, itemized, written quotes for the following scope of work/project:

    Scope of work/Project Description: See attached scope and specification.

     

     

     

     

    Specific insurance [X ] will be required [ ] will not be required for the completion of the scope of work/project above. If specific insurance will be required, please see attached insurance requirements.

    A separate contract [X ] will be required [ ] will not be required prior to completion of the scope of work/project above.  If separate contract is not required, this quote request will become the contract.

     

    Any public works contract (as defined by LA R.S. 38:2211(12)) which is greater than $25,000 requires a 100% payment and performance bond. Any quotes greater than or equal to the following shall be delivered in a sealed envelope to Purchasing with an applicable Louisiana Contractor's License number printed on the outside of the envelope: $50,000 for public works; $10,000 for electrical and mechanical; and $1 for hazardous materials.

     

    Vendor’s  Price  Quote  Excluding Taxes: $​If requested, the Calcasieu Parish Sheriff’s Office will provide a tax-exempt certificate. Quotes must be inclusive of all costs (material, labor, installation, FOB destination, freight prepaid & allowed, any rentals, fees if required, etc).

    Quote effective from: ​to​ Quote submitted by: ​​

    Company Name

     

    Company Phone Number:​Fax Number: ​

     

     

    Signature of Person Submitting Quote​Name Printed

     

    Name Printed

    ADM-145PW

    Page 1

     

    SECTION 01010

     

    SUMMARY OF WORK

     

    PART 1 ​GENERAL

     

    1.01 SUMMARY
     
    A. Project Summary:
    ​Calcasieu Parish Sheriff’s Complex
    ​5310 Broad St
    ​Lake Charles, LA 70615
     

    Cell Building

    1. Remove modified gravel roof, lightweight concrete and sheet metal items down to the metal pan.
    2. Remove existing 26 ga. galvanized pan.
    3. Provide new 22 ga. galvanized B deck and secure to bar joist with using the applicable design codes, namely IBC 2015 and ASCE 7-10. Fasten with #12-24 Tek Screws fastened at a 36-7 pattern are sufficient for all locations of the roof.
    4. Provide and install new roof hatch to match existing. Ensure base flashing height is a minimum of 8” above finished roof height.
    5. Provide new wood blocking fastened according to FM 1-49 Loss Prevention Data Sheet.
    6. Mechanically attach 2.0” Polyisocyanurate (Iso) insulation, 2.5” Polyisocyanurate Insulation,  1/4” tapered Iso Insulation, 1/2” tapered Iso crickets and ½” gypsum board utilizing #14 HD fasteners and 3” plates. Fastening pattern shall be 24 fasteners per 4x8 board in Zone 1 and Zone 2 and 36 fasteners per 4x8 board in Zone 3. Slope to internal drains. Insulation to be provided by Modified Bitumen Manufacturer.
    7. Heat fuse one ply of a Type III, SBS modified base sheet (HPR Torch Base by The Garland Company, Inc.) across the entire roof area in shingle fashion starting at the low points (drains).
    8. Fabricate and install new 24ga stainless steel gravity vents, 24ga stainless steel pitch pans with hoods, and 4lb lead flashings at soil stacks and new drains.
    9. Prime all metal flanges and set in a liberal bed of elastomeric sealant.
    10. Strip in flanges with the specified SBS base sheet.
    11. At all curb type penetrations, apply a SBS fire related self-adhered membrane and secure with termination bar.
    12. Across the entire roof area and curb type penetrations, cold applied at a rate of  3 gallons per Square (Greenlock membrane adhesive) Type III, SBS Mineral Surfaced modified cap sheet(Optimax FR Mineral). Immediately broadcast granules into bleed out.
    13. Apply one layer of a  mineral surfaced cap sheet in flashing adhesive up wall and secure with termination bar.
    14. Provide and install new ANSI SPRI ES-1 metal edge assembly(Rmer Force by The Garland Company, Inc.)
    15. Apply two coats of a non-fibered aluminum coating (Garlabrite by The Garland Company, Inc.) across the entire roof area and flashings.
    16. All roof top equipment shall be secured to the curbs with stainless wires or straps.

     

     

     

     

     

     

     

    NOTE: 

    -  Basis of Design: The Garland Company, Inc. (225) 266-5179.

    - Contractor shall provide a FM Global Rated and Tested Assembly that meets or exceeds the required pressures. 

    - Metal Edge shall also meet or exceed ANSI/SPRI ES-1 requirement for pressures.

    - Issue Owner 40-year edge to edge warranty with special wind rider for damage up to 130mph wind speed. Warranty shall include deck, insulation and metal edge assembly.

    *ASCE 7 wind uplift calculations shall be stamped by a licensed Engineer in the State of Louisiana.

    - Manufacturer shall provide progress inspections a minimum of three day a week. The inspections shall be documented in writing along with progress photos ensuring the SOW is being followed. -Written reports shall be turned in by the end of the business day on Fridays.

    - Successful bidder shall provide sample warranty with wind rider, a letter from the manufacturer that they are an authorized applicator and current printed details for all penetrations and walls prior to beginning work.

     

    Maintenance Building

    1. Removed built up roof, lightweight concrete and related sheet metal items down to the concrete deck.
    2. Provide new wood blocking fastened according to FM 1-49 Loss Prevention Data Sheet.
    3. Prime concrete deck with quick dry primer and allow to dry.
    4. Across entire roof are install one ply vapor barrier.
    5. Provide and install 2.5” Polyisocyanurate (Iso) insulation, and ¼” tapered Iso insulation.
    6. Provide and install ½” gypsum board to the tapered Iso insulation.
    7. All insulation boards shall be set in ribbons of adhesive. Ribbons shall be 4” o.c. in Zones 1, Zone 2, and Zone 3. Zone width is 8’.
    8. Heat fuse one ply of a Type III, SBS modified base sheet (HPR Torch Base by The Garland Company, Inc.) across the entire roof area in shingle fashion starting at the low points (drains).
    9. Fabricate and install new 24ga stainless steel gravity vents, 24ga stainless steel pitch pans with hoods, and 4lb lead flashings at soil stacks and new drains.
    10. Prime all metal flanges and set in a liberal bed of elastomeric sealant.
    11. Strip in flanges with the specified SBS base sheet.
    12. At all curb type penetrations, apply a SBS fire related self-adhered membrane and secure with termination bar.
    13. Across the entire roof area and curb type penetrations, cold applied at a rate of  3 gallons per Square (Greenlock membrane adhesive) Type III, SBS Mineral Surfaced modified cap sheet(Optimax FR Mineral). Immediately broadcast granules into bleed out.
    14. Apply one layer of a SBS mineral surfaced cap sheet in flashing adhesive up wall and secure with termination bar.
    15. Provide and install new ANSI SPRI ES-1 metal edge assembly (Rmer Force by The Garland Company, Inc.)
    16. Apply two coats of a non-fibered aluminum coating (Garlabrite by The Garland Company, Inc.) across the entire roof area and flashings.
    17. All roof top equipment shall be secured to the curbs with stainless wires or straps.
    18. Contractor shall include the disconnection of existing chill water lines prior to beginning work.

     

     

     

     

     

    NOTE: 

    -  Basis of Design: The Garland Company, Inc. (225) 266-5179.

    - Contractor shall provide a FM Global Rated and Tested Assembly that meets or exceeds the required pressures. 

    - Metal Edge shall also meet or exceed ANSI/SPRI ES-1 requirement for pressures.

    - Issue Owner 40-year edge to edge warranty with special wind rider for damage up to 130mph wind speed. Warranty shall include deck, insulation and metal edge assembly.

    *ASCE 7 wind uplift calculations shall be stamped by a licensed Engineer in the State of Louisiana.

    - Manufacturer shall provide progress inspections a minimum of three day a week. The inspections shall be documented in writing along with progress photos ensuring the SOW is being followed. -Written reports shall be turned in by the end of the business day on Fridays.

    - Successful bidder shall provide sample warranty with wind rider, a letter from the manufacturer that they are an authorized applicator and current printed details for all penetrations and walls prior to beginning work.

     

    C.​Particular project requirements:

     
    1. Existing site conditions and restrictions: The building will be occupied at the time of construction and care must be taken not to disturb normal operations of the occupants. 
     
    D.​Permits: Apply for, obtain, and pay for permits required to perform the work. Submit copies to Owner.
     
    E.​Codes: Comply with applicable codes and regulations of authorities having jurisdiction.  Submit copies of inspection reports, notices and similar communications to Owner.
     
    F. Dimensions: Contractor is responsible to field verify dimensions and penetrations.
     
    G.​Existing Conditions: Notify Owner of existing conditions differing from those indicated on the drawings.  Do not remove or alter structural components without prior written approval.
     
    H.​Definition for terms used in the Specifications:
     
    2. Provide: Furnish and install, complete with all necessary accessories, ready for intended use.  Pay for all related costs.
    3. Approved: Acceptance of item submitted for approval.  Not a limitation or release for compliance with the Contract Documents or regulatory requirements.  Refer to limitations of “Approved” in General and Supplementary Conditions.
    4. Match Existing: Match existing as acceptable to the Owner.
    5. Intent: Drawings and Specifications are intended to provide the basis for proper completion of the work suitable for the intended use of the Owner.  Anything not expressly set forth, but which is reasonable implied or necessary for proper performance of the project shall be included.
    6. Writing Style: Specifications are written in the imperative mode.  Except where specifically intended otherwise, the subject of all imperative statements is the Contractor.  For example, “Provide tile” means Contractor shall provide tile.

     

    PART 2 - PRODUCTS - Not applicable to this Section.

     

    PART 3 - EXECUTION - Not applicable to this Section.

     

    END OF SECTION

     

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