Statement of Work - Wet Deck Reseal - CGC WILLIAM TRUMP (Autosaved).docx

DESCRIPTION/SPECIFICATION/WORK STATEMENT

FOR WET DECK RESEAL ON CGC WILLIAM TRUMP

PART I

SECTION A

Work Statement

In the performance of this contract, the contractor shall provide the services to perform a reseal of the wet deck coverings on CGC Trump while the vessel is pier side at USCG Base Miami Beach Industrial Production Facility located at 100 MacArthur Causeway Miami Beach, FL 33139.

The contact person for this contract is Mr. Tirrell Marsh, 305-535-4337 and LT Louis Simione, 786-299-7906.

Scope of Services

The contractor shall furnish trained, qualified personnel and any required special tools or equipment necessary to complete the following work:

1. Remove and then reapply the upper components of the deck covering in the compartments described in Table 1, to obtain a uniform and defect-free surface.

TABLE 1 - DECK COVERING LOCATIONS TO BE SEALED LOCATION

NOTE: Repairs to the crack in the poured deck shall be included in the pre-award quote, repairs required to correct discrepancies with joiner deck beneath shall be determined post inspection and will be authorized/funded by CR.

2. Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness

3. Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences).

a. Sound attenuation barrier: Pyrotek “QUADZERO” #17763007

b. Hullboard: Owens Corning 2” Foil-Faced “Insul-Quick” insulation

4. Inspection and Report. The Contractor shall inspect all deck areas being resealed as specified in Table 1, and all other affected components (e.g. cove base PC 7 of Coast Guard Drawing 154 WPC 634-001, non-skid slip resistant tread stickers PC 6 of Coast Guard Drawing 154 WPC 634-001, etc.). Determine if repairs in addition to those already specified in Table 1 will be required to complete the scope of work specified herein. Submit a CFR detailing findings and recommended additional repairs. Perform those repairs after the KO releases a modification or change request authorizing those growth repairs.

5. Repair Underlayment. Repair 2-3 ft underlayment crack in passageway 2-23-0-L.

NOTE

It’s not possible to know how thick the existing clear coat is in all areas, and it may be difficult to remove damaged or discolored clear coating without damaging the appearance of the flakes beneath. For these reasons the job should be planned as if application of flakes may be required over a significant portion of the specified surface to ensure scheduling problems do not occur during execution.

6. Epoxy flake system resealing. The Contractor shall remove coating from, and then recoat, the deck areas specified in Table 1 above. Sand down the existing deck covering areas to remove all discolorations and damage, which may require covering removal into the colored area. Reapply color coat and flakes to obtain uniform color, as required. Reapply sealers. Renew pc 6 of Coast Guard Drawing 154 WPC 634-001 (slip-resistant treads) where disturbed. Maintain the existing net weight of the deck covering system by maintaining the original thickness of the epoxy flake system; generally apply no more material than was removed. Allow sealer to cure for the manufacturer recommended times.

CAUTION

Epoxy flake system is applied over delicate joiner deck on most of the 2nd deck areas. Do not damage joiner deck during removal of top layer of existing deck material.

To minimize impact on cutter weight & moment, do not add excessive deck covering material, beyond what was removed. Make new deck covering thickness as close as practicable to the original, pre-resealed thickness.

7.Cove Base. The Contractor shall renew all associated cove base (PC 7 on Coast Guard Drawing 154WPC 634-301) for each compartment listed in Table 1 if the associated Cove Base column is marked “YES”. 4 inch wide black cove base shall be installed in lieu of 2.5 inch wide cove base as specified on the dwg

Contractor Performance Requirements

(1) Installation period of performance will be scheduled for approximately early to mid-August 2020.

(2) Exact periods of performance will be scheduled by the COTR at least one week prior to start and will be performed Monday through Friday excluding holidays, during the following work hours:

6:30 am to 3:00 pm

(3) If overtime is required, the contractor must notify the COTR 24 hours in advance and must be approved by Base Miami Beach officials.

Coast Guard Drawing 154WPC 634-301, Rev A, Deck Covering Schedule

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements paragraph 3.3.5

3.3.5 Interferences. The Contractor shall remove all interferences in way of specified work, as necessary, without regard to whether interferences are listed in applicable work items; restore all removed interferences upon completion of the specified work. The Contractor may exercise the discretion to work around certain interferences, when possible, so long as the specified work is successfully accomplished.