Work Item 8 SOW Exterior Decks.docx

STATEMENT OF WORK

Period of Performance: Week of Oct 28 – Nov 4 2020.

SHORT TITLE: Decks -Exterior, Preserve (“Non-Skid Broadcast Grit” System)

1. PLACE(S) OF PERFORMANCE:

a. IPF Galveston ATTN: Mike Amrhine 3000 Fort Point Rd Galveston, TX 77550

2. REFERENCES:

COAST GUARD DRAWINGS

Coast Guard Drawing 75 WAGL 0103-4, Rev A, Booklet of General Plans

COAST GUARD PUBLICATIONS

Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures

OTHER REFERENCES

3. SPECIFICATIONS: USCGC HATCHET (WLIC-75D) Dockside AVAILABILITY FY 2021 WORK ITEMS: 8

4. SECURITY REQUIREMENTS:

All personnel requiring access to classified spaces on Coast Guard units as applicable to the task shall require a current security clearance with a minimum level of secret. Contractor’s request for authorization will be submitted in accordance with DOD 5220.22M (Industrial Security Manual for Safeguarding Classified Information) no later than (1) week before each unit visit. Request will be forwarded via MLCLANT, Norfolk, VA, and ATTN: Security Officer, for certification of need to know by the specified COTR/ACOTR/TA. DD-254 Reference (a) applies.

All contractor personnel requiring routine access to a Coast Guard Computer Information System or requiring Public Key Infrastructure (PKI) authentication to perform their required duties under this task shall require a Common Access Card (CAC).

Contractor employees working on-site at Government facilities shall wear a valid Contractor’s identification card. All Contractor employees shall identify themselves as Contractors when their status is not readily apparent and display the Government issued badge in plain view above the waist at all times.

5. TASK ORDER MANAGEMENT DESIGNATION: N/A

6.1 DESCRIPTION OF WORK: WORK ITEM 8: DECKS- EXTERIOR, PRESERVE (“NON-SKID BROADCAST GRIT SYSTEM)

6.1.1.1 Intent. This work item describes the requirements for the Contractor to preserve the following exterior deck surfaces:

· Main Deck.

· 01 Level.

· 02 Level.

6.1.1.2 Government-furnished property.

None.

6.1.2 REQUIREMENTS

6.1.2.1 General.

None

6.1.2.2 CIR.

None.

6.1.2.3 Tech Rep.

Not applicable.

6.1.2.4 Protective measures. The Contractor shall protect non-affected vessel’s equipment, components, and spaces during surface preparation and coating application procedures, as specified in SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection). Specific areas/ equipment/ components to be protected include, but are not limited to:

· Adjacent vertical (beyond what is specified in paragraph 6.1.2.6 (System particulars)).

· Deck fittings.

· Deck equipment.

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

6.1.3 Preservation requirements particulars. The Contractor shall accomplish the following tasks. Use Coast Guard Drawing 75 WAGL 0103-4 as guidance.

6.1.3.6 Pre-surface preparation wash. Prior to accomplishing surface preparation, accomplish low-pressure (less than 5,000 psi) fresh water wash of all affected surfaces, to remove soluble chlorides and other surface contaminants. Capture, contain, and dispose of wash water for proper disposal in accordance with all Federal, state and local regulations.

6.1.3.7 Surface preparation and coating application. Prepare and coat the weather deck surfaces designated in paragraph 6.1.1.1 (Intent), including bitt and chock foundations, machinery rack guards and machinery foundations, hatches and hatch guards, stanchion sockets, vent pipes, angle coaming area, and approximately six inches up all adjacent vertical surfaces (as applicable); select and use the system specified for “Weather Decks Non-Skid, Broadcast Grit for Steel, Option I” in SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems).

6.1.3.8 Surface preparation optional methods. The Contractor shall have the option of using either high/ultrahigh pressure water Jetting, abrasive blasting, or a combination of the two, to achieve the required surface preparation. The Contractor may add abrasives to the waterjet stream, for one or both of the following reasons:

· Achieving greater productivity.

· Achieving the required surface profile.

NOTE

Waterjetting without abrasive addition does not provide any additional anchor profile to the surface, beyond what was present after the previous surface preparation.

6.1.3.9 Substrate inspection. After completion surface preparation and before coating application, perform a visual inspection of the prepared substrate, and submit a CFR.

6.1.4 Color selection. Select and use authorized paint as specified in SFLC Std Spec 6310, Appendix A, note 28. Use Gray as the finish/top coat color.

6.1.4.1 Nonskid exclusion. Do not apply non-skid aggregate over vertical surfaces, and the following areas:

· Within two inches of deck fittings, hatches, welds, and protrusions.

· Within six inches of deck coaming, bulkheads, and deck edges.

· Within six inches of all deck edges and bulkheads.

· Within two inches of deck foundations (two inches measured from outermost portion of foundation, for example, foundation brackets on anchor windlass).

· Over deck fittings.

· Over waterways.

· Over welds.

NOTES

1. Surfaces being preserved are considered “critical-coated surfaces”.

2. Unless a containment system is used to contain surface preparation dust and debris and coating application overspray during pier side/dockside preservation, the following must be adhered to:

a. All surface preparation tools/equipment must vacuum-shrouded.

b. Coatings must be applied by brushing or rolling.

6.1.4.2 Non-skid surface appearance and texture. Ensure that the non-skid surface shall show continuous and reasonably uniform profile. Aggregate shall present a rough uniformly coarse appearance over the entire surface with no loosely bound clumps of particles.

6.1.4.3 In-process quality control measures. The Contractor shall abide by all the safety, preservation, and quality control requirements specified in SFLC Std Spec 0000, paragraph 3.2.4.2 (In-process QC measures for “critical-coated surfaces).

6.2 NOTES

6.2.1 Definition of coaming. Vertical raised sections of deck plating around an opening that provide a frame and/or deflect water, such as around a hatch or gooseneck.

7 GOVERNMENT FURNISHED INFORMATION (GFI): N/A

8 GOVERNMENT FURNISHED MATERIAL (GFM): N/A

9 GOVERNMENT FURNISHED EQUIPMENT (GFE): N/A

10. CONTRACTOR FURNISHED EQUIPMENT (CFE): N/A

11 CONTRACTOR FURNISHED MATERIAL (CFM): N/A

12. TRAVEL REQUIREMENTS: N/A

13. TRANSPORTATION OF EQUIPMENT/MATERIAL:

Transportation of equipment/material is authorized when timely means by the Government is unavailable.

14 DATA DELIVERABLES:

15. SUB-CONTRACTING REQUIREMENTS: N/A

16. ACCEPTANCE PLAN: N/A

17. OTHER CONDITIONS/REQUIREMENTS: N/A

18. LIST OF ATTACHMENTS: N/A

File Name: SOW_XXXX-0 Contractor Name: Contract Number/Task Order Number Record Number if applicable