4 Section C - Olmsted 2020 Drydocking LD-775 r2.pdf

SPECIFICATIONS FOR 2020 REPAIRS TO OLMSTED LOCKS AND DAM VESSELS

STATEMENT OF WORK

SW-1 Description of Work – LD 775 Workboat

a. The work consists of furnishing all labor, materials, fittings, equipment, tools, power, heat, water, etc., and performing all work on Olmsted Workboat LD 775 specified herein. The principal dimensions and physical data for the vessel are shown below:

GENERAL DESCRIPTION

Length Overall 2’-0" Breadth, Molded 22’-0" Depth, Molded 7’-6” Material All Welded Steel Displacement, light 102.2 Long tons Draft, light 5’ Hull Form/Special Features EBI TC10 Telescopic Hydraulic crane on FWD end of barge. Serial Number TC10B2440X663

b. The major workscope for the LD-775 includes dockside repairs to the vessel, replacing the two 45kW Diesel Generators with new, making electrical connections for the generators, making repairs to the EBI TC10 Telescopic Boom Hydraulic Crane, and cleaning and touch up painting the work areas.

e. Wherever the term "Plant" is used in these specifications, it is understood to refer to the items of floating plant named in this paragraph, together with their normal appurtenances, equipment, and supplies.

f. General vessel arrangements and details are included in the attached file named “LD775 –

52’ Work Boat - As Builts” The accuracy of these drawings has not been verified.

Therefore, the Contractor shall template all work from the vessel. Potential bidders are encouraged to inspect the vessel prior to submitting a bid. See Contract Clause SW-6 for more details.

g. The Contractor shall furnish the necessary facilities for and shall bear the expense of any movement of the plant while it is in his or her possession.

h. Removal and/or relocation of any parts, equipment, fluids, etc. for interference or access shall be the responsibility of the Contractor. Similarly, all interference and access removals shall be reinstalled by the Contractor at his/her expense. Any damage from removal or relocation of parts, equipment, etc. shall be repaired or replaced at the Contractor’s expense.

i. The Contractor's work shall comply with ABS "Rules for Building and Classing Steel

Vessels" and USCG "Rules and Regulations for Subchapter I, Vessels" as found in the Code of Federal Regulations (Title 46, CFR).

SW-2 Indefinite Workscope – Not Used

SW-3 Mastership Agreement

Prior to the award of this Contract, the Contractor shall enter into a "Master Agreement for Repair and Alteration of Vessels". If the Contractor has entered such an agreement prior to this Contract, that agreement may be utilized. For more information, see DFARS Subpart 217.71, Master Agreement for Repair and Alteration of Vessels.

SW-4 Contract Duration

The Contract duration is 180 days total for all of the vessels in the base contract. Vessel availability from the Olmsted Project site is dependent on river condition, dates shall be coordinated with the Government Technical Representative or Olmsted Lockmaster. The Contractor is responsible for completing all work items and returning the vessel to Olmsted Locks and dam within the sixty (60) calendar days after the vessel is picked up. If there are long lead items necessary to complete this scope of work contractor shall communicate this information to the Government Technical Representative Prior to the pickup of the vessel.

Vessel is the only small workboat vessel at Olmsted Locks and dam and is the primary mover of equipment onsite. It is generally not used in the months of Dec – May. See Paragraph SC-1 for additional details.

SW-5 Distance Restriction From Olmsted Locks and Dam ORM 964.6

All Contract work shall be performed at a location no further than 50 river miles away from Olmsted Locks and Dam, Olmsted, IL 62910

SW-6 Bidder’s Inspection

All potential bidders may request an inspection of the vessel prior to submitting a bid. All requests shall be coordinated with US Army Corps of Engineers, Olmsted Locks and Dam, Shane Byassee - (618) 748-6401. All requests for inspection shall be no later than 10 days after the original posted date of the solicitation.

SPECIAL CONDITIONS

SC-1 Delivery, Commencement, Completion of Work and Return of Plant

a. Contractor shall coordinate the date of pickup the plant at Olmsted Locks and Dam with the lockmaster or government technical representative. The plant will be available to the contractor for the period described in SW-4. 48 hours notice will be provided to the lockmaster prior to the final pickup of the plant. Plant shall be picked up from 0800 CST to 1400 CST M-F excluding holidays.

b. The Government will accept return of the repaired and undamaged plant at Olmsted Locks and Dam. 48 hours notice will be provided to the lockmaster prior to the final pickup of the plant. Plant shall be delivered up from 0800 CST to 1400 CST M-F excluding holidays.

SC-2 Anti Terrorism / Operational Security

a. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

b. The contractor and allassociated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

c. The Contractor must pre-screen Candidates using the E-verify Program

(http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

SC-3 Contractor's Custody of Plant

a. On entering and leaving dry dock, marine railway, slip or berth the Contractor shall have charge of, and be responsible for a vessel not operating under its own power. If tug or pilot service is required during delivery or return of the plant or at any time during Contractor's custody for maneuvering the plant between open water and dry dock, slip or berth at the Contractor's yard or other facility, or for moving the plant for any reason during the course of Contract work, such service shall be promptly furnished by the Contractor at his/her expense.

This shall not exclude the right of the Government to move its plant around the Contractor's premises using the Government's personnel and facilities if the Government representative considers such movement of the plant to be in the interests of safety of the plant, or otherwise in the Government's interests.

b. The Government shall have the right to access the vessel while in the Contractor's custody with Government owned or hired floating plant or personnel for the purpose of delivering equipment, materials or personnel to the plant in the Contractor's custody.

c. The Contractor shall not permit the plant to go aground or bear upon the bottom of any waterway or go aground or bear upon any submerged object while in his/her possession. The Contractor shall not perform any Contract work on the plant if it should accidentally go aground or bear upon any submerged object, but shall notify the Government representative and immediately take the necessary steps to refloat the plant. The sole exception to this shall be that the plant shall be allowed to rest or bear upon a drydock which is properly prepared, in accordance with the plant's drydocking plan.

d. If the Contractor anchors the plant offshore for the purpose of performing Contract work on the plant, the Contractor shall convey Government inspectors, crew and hired personnel to and from the plant at the convenience of the Government at the Contractor's expense. While at such anchorage, the plant shall be considered in the custody of the Contractor and subject to any pertaining provision of these conditions.

e. Contractor shall carry adequate insurance for the replacement value of the vessel.

SC-4 Accident Prevention

The Contractor shall provide a fire protection plan, flood prevention plan, and safety plan to the COR. All plans shall be in compliance with all federal, state, and local regulations as well as USCG, ABS, and USACE regulations. This information shall be submitted no later than 10 days after the Contract award date and shall be a prerequisite to the start of any work on the vessel.

The bulleted items listed below refer to specific areas of accident prevention, however this in no way limits the Contractor’s responsibility to perform all work under this Contract in strict accordance with their fire protection, flood prevention, and safety plans as well as all federal (ex.

29 CFR), state, local, USCG, ABS, and USACE regulations (EM 385-1-1).

a. The Contractor shall take all necessary precautions for the protection of the life and health of employees and other persons; for prevention of damage to property, materials, supplies, and equipment; and for avoidance of work interruptions in the performance of this Contract. The Contractor shall comply with all pertinent provisions of the Mastership Agreement for Repair and Alteration of Vessels and the Corps of Engineers Safety Manual EM 385-1-1, dated 30 November 2014 entitled "Safety and Health Requirements Manual" as amended and shall also take or cause to be taken such additional measures as the Technical Representative or Lockmaster may determine to be reasonably necessary for the purpose. The Contractor shall also comply with OSHA Safety and Health Standards 29 CFR. The Contractor shall designate the entire area of work as a hardhat area.

b. A qualified employee shall be designated by the Contractor to be directly responsible for full and immediate compliance with all applicable safety and fire protection requirements. The Technical Representative will make a safety inspection of shipyard facilities within 48 hours of the vessel's arrival at the Contractor's yard. At such time the Contractor's safety program will be reviewed with the Contractor's safety representative.

c. Fire watches shall be posted wherever hot work is performed. Fire watches shall also be posted on the opposite side of all adjacent bulkheads, decks, and overheads where the hot work is performed. All fire watches shall remain on site until 30 minutes after the hot work is completed. For additional requirements, see 29 CFR 1915. It should be noted that 29 CFR

1915.52 (b)(3) only requires additional fire watches for specific conditions, however the Contractor shall provide fire watches for all hot work as mentioned above.

d. The Contractor is responsible for compliance with USCG regulations for handling of inflammable and combustible liquids. Whenever hot work is to be performed, a certified marine chemist's gas-free certificate shall be furnished to the Government representative at the Contractor's expense prior to commencing work. Additionally, a copy of the most recent gas-free certificate shall be posted near the vicinity of the work and at each gangway for the vessel. The Contractor shall have the marine chemist recertify the vessel for all ongoing hot work permits in the event of any vessel movement or change in ballasted condition or in the case of any combustible liquid spillage. Following any of these events, inspection for recertification by a Competent Person is unacceptable.

e. All work in confined areas or enclosed spaces shall be performed in accordance with

Sections 06.H and 19.A.08 of EM 385-1-1, "Safety and Health Requirements Manual”. In such areas or spaces the Contractor shall test for the concentration of oxygen and have immediately available a sufficient number of respirators for everyone working in such areas or spaces. An attendant shall be stationed outside every confined space while work is being performed therein and a rescuer equipped with respirators and retrieval lines shall be immediately available in case of an emergency.

f. The Contractor shall furnish a gangway, conforming to EM 385-1-1, of suitable strength and construction for safe and convenient boarding of the vessel at all times. The gangway shall be installed at an angle of less than 40 degrees and shall have 39-inch high guardrails at both sides. Hatches and openings that present a falling hazard shall be provided with suitable and substantial guards.

g. All exits and passageways shall be kept free of obstructions and shall be kept well lighted at all times.

h. The Technical Representative will notify the Contractor of any non-compliance with the foregoing provisions and the action to be taken. The Contractor shall, after receipt of such notice, immediately correct the conditions. Such notice, when delivered to the Contractor or his/her representative at the site of the work, shall be deemed sufficient for the purpose. If the Contractor fails or refuses to comply promptly, the KO may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop order shall be made the subject of a claim for extension of time or for excess costs or damages by the Contractor.

i. Compliance with the requirements of this provision (SC-4) by any subcontractors shall be the responsibility of the Contractor.

SC-5 Performance of Work by the Government

The Government reserves the right to perform certain work while the plant is in the Contractor’s possession. Government personnel, as well as materials, equipment, and tools, shall be permitted to access the vessel while in the Contractor’s possession and to perform the work.

SC-6 Labor Reports

The Contractor and each subcontractor performing work subject to the Service Contract Labor Standards statute shall make and maintain for 3 years from the completion of the work, and make them available for inspection and transcription by authorized representatives of the Wage and Hour Division, a record of the following:

(i) For each employee subject to the Service Contract Labor Standards statute-

(A) Name and address and social security number;

(B) Correct work classification or classifications, rate or rates of monetary wages paid and fringe benefits provided, rate or rates of payments in lieu of fringe benefits, and total daily and weekly compensation;

(C) Daily and weekly hours worked by each employee; and

(D) Any deductions, rebates, or refunds from the total daily or weekly compensation of each employee.

SC-7 Workmanship

a. General

1. All labor shall be especially skilled for each kind of work, thorough and first class in every respect, and under competent direction.

2. Where work of one trade joins, passes through or is on other work, there shall be no discrepancy or misfit when completed. In engaging one kind of work with another, marring or damaging of previously acceptable construction shall be cause of Contractor's replacement at no additional cost to the Government.

3. All parts of the work intended to join or bear upon others shall have complete and solid surface contact and fit together neatly without excessive cold work during erection. All faying surfaces shall be painted and be clean and smooth before bolting up. Shims or liners shall not be used for the purpose of overcoming a bad fit. Stopwaters shall be used only in seams or landings passing through or attached to watertight members.

4. All watertight staples and collars shall be malleable castings or forged from angles close fitting and with solid bearing over the entire faying surface. They may be riveted and caulked or welded watertight.

5. Ends of outstanding flanges shall be cropped.

6. Lightening holes may be punched or burned and all edges shall have burrs removed.

7. All hull castings shall be machined or ground to bear solidly against the connecting structure and all holes drilled. Holes in members having sharp curvature shall be avoided whenever practicable.

8. Limber and air holes in adequate size shall be cut in floors and elsewhere to provide free drainage and passage of air. Limber holes shall be located at the level of any cement waterways.

9. All new and disturbed iron and/or steel work shall have its finish restored in kind, or as otherwise indicated by specification.

b. Cutting

1. All edges and corners of plates and shapes shall be smooth and free of burrs. The use of a cutting torch is permissible for cutting plates and shapes to size, but burning of bolt or rivet holes will not be permitted. CNC guided torches are permitted to burn bolt or rivet holes provided the holes are smooth, free of burrs, or notches. New hull or bulkhead plates installed under this Contract shall have 2" minimum radius corners unless otherwise directed by the Technical Representative.

c. Welders and Welding

1. All welding performed under this Contract shall be accomplished only by welders who have successfully passed the qualification tests of American Bureau of Shipping (ABS), the American Welding Society (AWS) and/or the American Society of Mechanical

Engineers (ASME) for the type of welding to be performed by each welder. Copies of the certifications of each welder the Contractor wishes to use for Contract work shall be provided to the Technical Representative by the Contractor prior to the beginning of Contract work.

2. The Contractor shall bear the expense of conducting these tests and shall certify by name to the Technical Representative, welders who have successfully passed the prescribed test. The Contractor shall require any welder to repeat these tests when, in the opinion of the Technical Representative, the work of the welder indicated a reasonable doubt of his/her efficiency. In such cases, the welder shall be re-certified as above if he/she successfully passes the re-test.

3. The electrodes used throughout the work shall be suitable for use with the parent metal at each weld. Electrodes shall be received on the job in unbroken packages bearing the manufacturer's label or be otherwise marked. Certified statements shall accompany each shipment of electrodes to the effect that sample pieces, representatives of each kind and size in each shipment, have satisfactorily passed the tests required by ABS.

4. All welding procedures shall conform to either ABS or AWS standards.

5. Welding procedures, as to direction, length, number and sequence of beads, shall be carefully planned so as to minimize locked up stresses, shrinkage and distortion.

d. Standard Parts

1. All articles, fittings, equipment, machinery and supplies used in the work covered by these specifications shall, as far as possible, be the manufacturer's standard articles, of reliable make, the manufacturer's current product, for which spare parts are readily available.

2. All materials, equipment, and machinery installed in or delivered with the vessel shall be new and of the quality specified herein.

SC-8 Coating Systems and Painting

a. All paint specified to be applied under this Contract shall be furnished by the Contractor unless stated otherwise.

b. Paint shall not be applied when atmospheric conditions will affect its application or durability.

c. Each coat of paint should adhere firmly and uniformly to the surface to which it is applied.

Sufficient drying time shall be allowed between coats.

d. In general, if paint is sprayed, each coat of paint shall consist of a double spray coat in which the surface or section of a surface to be coated is sprayed in a series of half-lapped passes over the surface or section of the surface, and then sprayed again at right angles to the first spraying direction in half-lapped passes.

SC-9 Standard Hull Materials

All structural hull material shall be in accordance with the current rules of ABS, or with the following specifications:

• Standard Specifications for Structural Steel: ASTM A131/A131M Rev A;

• Standard Specifications for Carbon and Alloy Steel Forgings for Thin-Walled

Pressure Vessels: ASTM A372/A372M;

• Standard Specifications for Steel Castings, Carbon, for General Application: ASTM

A27/A27M;

• Standard Specifications for Steel Castings, High Strength, for Structural Purposes:

ASTM A148/A148M

• Standard Specifications for Gray Iron Castings: ASTM A48/A48M.

SC-10 Electric Power and Compressed Air, The contractor shall furnish at his/her expense, all necessary compressed air and electric power for lighting and heating, and for the operations of necessary deck and auxiliary machinery of the plant while it is in his/her possession. Contractor is responsible for keeping any water onboard the vessel from freezing while in his/her possession.

The Contractor is responsible for providing all labor, hoses, electrical cable, and any other equipment or material needed to make up the connections for the services identified above. The Contractor is also responsible for disconnecting the services at the completion of the Contract.

SC-11 Wharfage, Dockage, Garbage Disposal, Etc.

While the plant is in his/her possession, the Contractor shall be responsible for any, and pay all expenses of wharfage, dunnage, dockage, mooring lines, garbage disposal, security, etc. The Contractor, after making repairs shall move the boat to a convenient berth for the purpose of testing machinery and taking on supplies.

SC-12 Tests and Trials

All machinery or other equipment installed, repaired or worked on by the Contractor shall be tested upon completion of all work to demonstrate proper installation and operation to the Technical Representative. This shall include all removals for access and/or interference (See Contract Clause SW-1-h. for details).

Rework on any such equipment to demonstrate proper installation and operation shall be performed at the expense of the Contractor.

SC-13 Inspection by Audiogauging and Marine Surveyor – Not Used

SC-14 Vessel Security

The Contractor is responsible for security while the vessel is in the Contractor’s possession.

Technical Provisions

Machinery Repairs - Definite Items

TP 1.01 Replace Generator Set

a. The LD-775 Currently has two 45kw 208/120 VAC 3Ph diesel powered grid cooled generator set that are to be removed and replaced with new equivalent generator sets.

Generators and diesel engines shall be rated for continuous service, run at 1800 rpm or less, and have a 0.8 power factor. Expected life of the assembly shall be a minimum of 10,000 hours. Generator set shall be of domestic origin. Contractor shall select a generator set that has three servicing dealerships within a 150 mile radius of Olmsted Locks and Dam, selected generator set and dealership locations shall be submitted to government for approval prior to purchasing the generator set.

b. Diesel engines shall be 4 cycle, a minimum of 4 cylinder and water cooled. Engine shall be compatible with current hard piping on the vessel, or the contractor is responsible for adapting the piping to the current, fuel, exhaust, intake, and cooler piping. Contractor is responsible for verifying that the current Johnson Combination Keel Cooler #DC1202-09-63 is capable of meeting the cooling demands of the new generator set. Replacing the generator set includes any modifications required to adapt the generator to the new foundation, or any other modifications to make the generator usable.

c. Primary Wiring from the Genset to the Control Panel shall be replaced with IEEE 45 Braided Armored Marine Cable. Cabling shall be meggered after being pulled and prior to connecting the genset and panel.

d. Local Control Panels on each generator set shall be replaced. The control panels may have analog or digital gages. Panels shall be factory supplied by the generator set manufacturer.

Control panels shall monitor both the engine and the generator and provide at minimum readouts and alarms for: Coolant temperature, oil pressure, hours, engine rpm, voltage.

Generator start shall be at the local panel. Panels shall be located to be read at or near eye level. Generators shall have a remote panel with digital readouts that is installed in the pilot house and provides duplicate readouts to the engine room panel. Location of the remote panels shall be the direction of the technical representative.

e. DC Batteries, cables, battery boxes, and all other starting components not included in the genset will be replaced with new. This includes the batteries, cables, and battery boxes for the main engines. All battery boxes shall have removable plastic covers to protect the terminals from dropped metallic objects. All battery boxes shall be anchored to prevent shifting during vessel movement. Battery cables shall have factory crimped or installed ends, and shall have adhesive lined heat shrink over the crimped portion of any terminals.

f. Contractor shall pressure test the grid coolers prior to installing the generators. If grid coolers fail pressure test drydocking the vessel for replacement of grid cooler and related incidental repairs can be considered an in scope modification.

g. Generators shall be load banked individually at approximately 25% for one hour, 50% for one hour, 75% for two hours, and 100% load for four hours after installation. Contractor shall verify that there are no leaks, oil or coolant levels don’t change, and generator doesn’t overheat during the test. If any of these issues occur contractor is responsible for remedying the issues and re-load banking the generators until the issues are resolved. After load banking all the filters shall be removed, and the engine oil changed.

h. Spares – Contractor shall provide 4 sets of fuel, oil, and intake filters in addition to the filters on the engine.

TP 1.02 Repairs to Hydraulic Telescopic Boom Crane

a. The LD-775 has an EBI TC10 Telescopic Hydraulic crane on FWD end of barge. Serial

Number TC10B2440X663 the crane shall have the following items repaired with OEM parts.

Contractor is responsible for removing and replacing all of the items listed, and replenishment of any fluids or lubricants to perform testing.

b. Rebuild Main Boom Cylinder

c. Rebuild Boom Extension Motor and Gearbox.

d. Rebuild Slewing Gearbox.

e. After repair of above components crane shall be operated through all functions by government operator to verify operation. Crane shall then be load tested to 100% of its capacity to verify the repair of the components. Contractor shall provide a calibrated test weight and calibrated load cell to lift 6000 lbs for the load test. Contractor shall provide any handling services needed to get the test weight to the boat for the test. Crane shall be operated by a government operator during the load test. Crane boom shall not drift down during a one hour hold time at 100% capacity.

TP 1.03 Exterior Cleaning and Painting

a. General

1. The Contractor shall clean and paint to match any disturbed components involved in repairs to the crane, or any areas of paint that was damaged during the performance of the work. Crane shall be touched up with an Aliphatic Polyurethane Mastic Coating, Gloss, Volume Solids +65% @ 3-5 mils dft. Surfaces shall be cleaned of all visible contaminants including soluble salt, oils, grease, dirt, and debris prior to painting.

Machined surfaces, hoses, and undamaged areas shall be masked to prevent overspray.

2. No paint used by the Contractor under this Contract shall be older than its shelf life as determined by its manufacturer at the time of its application to the vessel.

TP 1.04 Interior Cleaning and Painting

a. Engine and Generator Room Machinery Spaces

1. Contractor shall clean and paint the engine room and generator room machinery space adjacent to the generators and any other area disturbed during the execution of this work after all work in the space is completed. The Contractor shall hand clean all areas inside the machinery room where generators are located. This shall include all the equipment, the walls, overhead, doors, and the floor. Contractor shall remove all residual fluids, debris, and cleaning residues. For areas at the deckplate level and above (including the overhead), the Contractor shall hand clean all surfaces using rags, cleaning solvents, and/or degreasing agents suitable for being painted over.

2. Once cleaning of the machinery room is complete Technical Representative will identify any of the components that do not need to be repainted due to having an intact original factory coating. Any components that were repaired or altered during the execution of this scope will be repainted or touched up to ensure a consistent coating on the space and equipment.

3. Areas of rust shall be mechanically cleaned using electric driven power tools such as needle scalers or abrasive wheels or chippers in accordance with Steel Structures Painting Council specification SSPC11, “Power Tool Cleaning to Bare Metal.”

4. After cleaning all areas, and prior to starting any painting, the Contractor shall ensure that all hoses, brass fittings, bare aluminum, machinery, electrical controllers and switches, lighting, and nameplates in this space are covered and protected from being painted. The Contractor shall coordinate an inspection with the Government Representative on site prior to the start of painting. The Contractor shall then apply two (2) coats of a surface tolerant, amine cured epoxy mastic hi-build coating, gloss – volume solids +87%, to all cleaned surfaces to include all equipment located above the deckplate level that was previously painted. At a minimum, this shall include all bulkheads, sheathing, overhead, support structure, framing, piping and piping support brackets, valves, cabling and cabling support brackets. Each coat shall be 3 mils dry film thickness. Collor selection on the walls and overhead shall be subject to approval by the Technical Representative and shall be limited to 1 color per space.

5. Following inspection of all coatings by the COR, the Contractor shall reinstall all removed deckplates. The Contractor shall reuse the existing screws when reinstalling and securing all deckplates. The Contractor shall remove all paint protection required in item 5 above.

6. Colors

Colors shall match the existing colors on the vessel and shall conform to the Federal

Colorchip numbers shown below. Federal Standard #595 of 1 March 1956 defines the appearance of the colors associated with each colorchip number shown below.

References below (such as “red” or “black”) not associated with a specific colorchip number shall be associated with a specific colorchip number shown elsewhere in this section for that color.

a. Walls and Overhead In Machinery Room: White or similar to be selected from a color chart provided to the Technical Representative for selection of color prior to painting.

b. Equipment: Equipment that is to be repainted from repairs shall be color matched to its original color. Coating shall be a gloss finish.

7. Interior Paint:

Amine Cured Epoxy Mastix Hi-Build Coating Gloss, Color as per individual component listed in colors – Volume Solids +87% @ 4-5 mils dft