W912BU-08-T-0044.pdf

UNDER DPAS (15 CFR 700)

11. DELIVERY FOR FOB

RFQ

SEE SCHEDULE

14. METHOD OF SOLICITATION

IFB RFP

CODE

SEE ADDENDUM

BLOCK IS MARKED

DESTINATION UNLESS

12. DISCOUNT TERMS

(No Collect Calls)

1000 emp

13b. RATING

13a. THIS CONTRACT IS A RATED ORDER

X

CODE

W912BU-08-T-0044 09-May-2008

b. TELEPHONE NUMBER

215-656-6923

8. OFFER DUE DATE/LOCAL TIME

11:15 AM 03 Jun 2008

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV 4/2002)

Prescribed by GSA

FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER) 31c. DATE SIGNED

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

22. UNIT 23. UNIT PRICE 24. AMOUNT21. QUANTITY

US ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

CODE 10. THIS ACQUISITION IS

UNRESTRICTED

FAX:

X

NAICS:TEL:

CODE 18a. PAYMENT WILL BE MADE BYOFFEROR

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TEL.

W912BU

SIZE STANDARD:

9. ISSUED BY

FACILITY

CODE

17a.CONTRACTOR/

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

LINDA M DOBBS

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

19. ITEM NO. 20. SCHEDULE OF SUPPLIES/ SERVICES

SEE SCHEDULE

336611

TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER ALL ITEMS

SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL SHEETS

SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED HEREIN.

X SMALL BUSINESS

HUBZONE SMALL BUSINESS

8(A)

SET ASIDE: 100 % FOR

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W25PHS81169563

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

TEL: EMAIL:

2 COPIES

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

.OFFER DATED YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN 29. AWARD OF CONTRACT: REFERENCE

X

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

SEE SCHEDULE

19. ITEM NO. 20. SCHEDULE OF SUPPLIES/ SERVICES 21. QUANTITY 22. UNIT 24. AMOUNT

PAGE 2 OF

23. UNIT PRICE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT 41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV 4/2002) BACK

Prescribed by GSA

FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

B-3

Section SF 1449 - CONTINUATION SHEET

Drydock and perform repairs to SURVEY BOAT SHUMAN of the USACE PHILADELPHIA DISTRICT in accordance with the attached plans and specifications:

ITEM UNIT TOTAL

NUMBER ITEM

QTY

UNIT PRICE PRICE

0001 REPAIRS TO SURVEY BOAT SHUMAN

1 VSSL XXXX XXXXX

0001A

0001B

0001C

0001D

0001E

0001F

0001G

0001H

0001I

0001J

0001K

0001L

0001M

0001N

DRYDOCKING AND REPAIRS (The submittals required for "Drydocking and Repairs” are listed in contract clause H02.)

This item is initiated only by a Notice To Proceed issued by the Contracting Officer's Representative after satisfactory completion of Item 0001A. The contractor may not start this item until he receives a Notice To Proceed for this item.

H-101 Drydocking

H-102 Utilities and Services

H-201 Hull Painting

H-202 Anode Cleaning

H-203 Generator Sea Valves

H-301 Marlite Panel Replacement

M-201 Generator Foundation Repairs

M-901 Misc Maintenance (If Directed)

A. LABOR

M-901 Misc Maintenance (If Directed)

B. MATERIALS

M-901 Misc Maintenance (INSERT % RATE)

C. BURDEN CHARGES

M-902 Marine Sanitation Device Replacement

M-903 HVAC Unit Replacement

M-904 Air Tank Hydro

TOTAL FOR ITEM 0001

JB

DY

DY

HRS

HRS

VSSL

XXXX

_XXX__

_XXX__

_XXX__

_XXX__

_XXX__

_XXX__

XXXXX

XXXXX

B-4

INSERT LOCATION OF THE SHIPYARD WHERE THE WORK WILL BE PERFORMED:

The Government may reject an offer as non-responsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly overstated for other work.

(52.217-5)

Refer to Contract Section M for Evaluation and Award criteria.

B-5

PART I - SECTION C

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

TABLE OF CONTENTS

TP TECHNICAL PROVISIONS

TP-1 SCOPE OF WORK

TP-2 DEFINITIONS

TP-3 STANDARDS

TP-4 CERTIFICATION AND CLASSIFICATION

TP-5 INSPECTIONS, TESTING AND TRIALS

TP-6 WORKMANSHIP AND CONSTRUCTION STANDARDS

H HULL SECTION ITEMS

H-101 DRYDOCKING

H-102 UTILITIES AND SERVICES (UNIT PRICE)

H-201 HULL PAINTING

H-202 ANODE CLEANING

H-203 GENERATOR SEA VALVES

H-301 MARLITE PANEL REPLACEMENT

M MACHINERY SECTION ITEMS

M-201 GENERATOR FOUNDATION REPAIRS

M-901 MISCELLANEOUS MAINTENANCE (IF DIRECTED)

M-902 MARINE SANITATION DEVICE REPLACEMENT

M-903 HVAC UNIT REPLACEMENT

M-904 AIR TANK HYDRO

B-6

TP TECHNICAL PROVISIONS

TP-1 SCOPE OF WORK

The contractor shall furnish all engineering, design, labor, services, equipment, parts and materials and perform the drydocking and repairs to the SURVEY BOAT SHUMAN listed in this contract.

Drawings, equipment or materials to be furnished by the Government will be specifically listed in the appropriate contract clause. Unless specifically listed, the contractor shall assume no drawings, equipment or materials will be furnished by the Government and shall bid accordingly.

TP-2 DEFINITIONS

The following definitions are applicable to phrases and acronyms used throughout this contract:

• Contracting Officer (KO) - A person with authority to enter into, administer, and/or terminate contracts and make related determinations and findings.

• Contracting Officer's Representative (COR) - A member of the Philadelphia District contract management and quality assurance team authorized by the Contracting Officer to perform administrative and managerial duties. A copy of the COR's authority letter will be furnished to the Contractor at the time of award.

• Government Furnished Equipment (GFE) - Equipment, materials, parts, supplies, or components furnished by the Government to the contractor for installation on the vessel.

• USACE - Acronym for the U.S. Army Corps of Engineers.

• PSBr - Acronym for the Physical Support Branch of the Philadelphia District Corps of Engineers.

• QC - Quality Control. Quality Control is a function of the contractor. Refer to clause

E03.

• QA - Quality Assurance. Quality Assurance is a function of the Government.

• ABS - Acronym for the American Bureau of Shipping

• USCG - Acronym for the U.S. Coast Guard.

B-7

• CFR - Acronym for the Code of Federal Regulations.

• ANSI - Acronym for American National Standards Institute

• OSHA - Acronym for Occupational Safety and Health Administration

• NFPA - Acronym for National Fire Protection Association

TP-3 STANDARDS

All design, engineering, modifications and repairs to the vessel shall be performed in accordance with the criteria set forth in the latest issues of the following standards:

• U.S. Army Corps of Engineers, Publication No. EM 385-1-1, "Safety and Health Requirements Manual." Dated 03 November 2003.

• American Bureau of Shipping (ABS) "Guide for Building and Classing High Speed

Craft."

• American Boat and Yacht Council (ABYC) - “Standards and Recommended Practices for Small Craft”

• 46 CFR Subchapter T – “Rules and Regulations for Small Passenger Vessels (Under

100 Gross Tons)” [46 CFR 175 - 185].

• 46 CFR Subchapter S – “Subdivision and Stability Regulations” [46 CFR 170 - 171].

• United States Public Health Service (USPHS), Publication No. 393 "Handbook on Sanitation of Vessel Construction".

• USCG, Navigation Rules - Inland/International.

• Institute of Electrical and Electronic Engineers Standards, Publication No. IEEE-45 -

Recommended Practice for Electrical Installation on Shipboard.

• Illuminating Engineering Society, "Recommended Practice for Marine Lighting."

• National Electric Code (NEC).

Note that these standards apply only to the engineering, design and workmanship performed by the contractor as part of this contract including removals, accesses and other work performed by the contractor incidental to the work required by the contract.

B-8

TP-4 CERTIFICATION AND CLASSIFICATION

The vessel is not certificated by the USCG.

The vessel is not classed by the ABS.

It is not intended as part of this contract that any classification or certification be achieved.

TP-5 INSPECTIONS, TESTING AND TRIALS

The contractor shall provide and maintain inspection systems covering the work specified in this contract in accordance with the requirements

The contractor shall perform Tests, Trials and other operational performance demonstrations as required in Section E – ‘‘INSPECTION AND ACCEPTANCE’’ of this contract.

The contractor shall provide reasonable advance notice (not less than 1 full working day) to the COR prior to any testing or trials. If the COR, after having received such notification, is not present at the designated time and place for the inspection or test, the contractor shall proceed with the inspection or test. Untimely notification will result in postponement or repetition of the test. Lack of notification will require retesting. All delays caused by improper notification are the responsibility of, and to the account of, the contractor.

The contractor shall furnish a competent and authorized individual to witness and document the results of all inspections or tests.

TP-6 WORKMANSHIP AND CONSTRUCTION STANDARDS

A GENERAL REQUIREMENTS FOR ACCESS

After careful planning and subject to the approval of the COR, the Contractor may cut and/or remove plating or framing members from the vessel for access to machinery, piping, wiring and equipment.

Under the same conditions, the Contractor may also remove piping, wiring, fixtures, fittings, etc., for access and clearance to perform required work.

At the completion of required work, all removals shall be replaced. Replacement shall consist of returning the removed equipment, piping, wiring, structural members and plating to their original locations and reinstallation. Where parts, components or equipment are damaged as a result of the removals, the contractor shall replace them in kind. Installations shall be in accordance with the original construction drawings or the referenced standards (Refer to TP-3). Fit and finish shall be restored and damaged paint shall be renewed. All removed equipment shall be tested as part of the Tests and Trials

B-9 required in Section E of this contract. Any removals for access shall be temporarily supported if lack of such support could cause failure or damage to adjacent systems, distortion of adjacent framing or plating, or result in a safety hazard.

B GENERAL REQUIREMENTS FOR HULL WORK

All new hull plating shall be fabricated from marine grade aluminum plate.

Due regard shall be paid to details in both the design and construction of all new and/or modified structures, to prevent structural discontinuities and other stress concentrations. Where openings must be provided in the structure, adequate compensation shall be provided by the contractor.

Watertight integrity of all bulkheads and decks shall be maintained. Openings created by permanent removal or addition of piping, wiring or other materials shall be closed by means of watertight penetrations or insert plates of equal thickness flush-welded to the bulkheads.

All welds shall be ground flush and smooth.

Sections of stiffeners, beams, girders, etc., shall be welded to the bulkheads to maintain continuity of structure.

Openings cut into decks and bulkheads shall be adequately compensated by bounding bar to maintain original strength.

All watertight, oil tight and weather tight work shall be tested for tightness prior to painting. Testing procedures, other than hydrostatic testing, shall be submitted to the COR for approval. Submittals shall include complete particulars on the testing procedure(s) proposed and, if air testing is used, the method of controlling the air pressure. Water used for testing shall be potable quality to prevent contamination of the compartments and piping.

C GENERAL REQUIREMENTS FOR FOUNDATIONS AND SUPPORTS

Suitable foundations shall be provided under all new units of machinery.

Foundations shall be built up of plates and structural shapes to the dimensions required for satisfactory support, and shall assure rigidity, freedom from vibration and designed for secure containment of the equipment in event of crash stops.

Where dripping water or oil can be expected, the top plates of foundations shall project beyond the edges of the bed plates or bases of units being supported and formed into spill containment/drip pans. Flat bars welded around the edges of the top plates may be used to retain any leakage. Valved drains shall be provided at the ends or corners of the pans to facilitate fluid removal or recovery.

B-10

Foundations shall extend beyond the equipment fore and aft or transversely to distribute the load and to avoid excessive weight concentrations.

Doublers, insert plates, girders, headers and stanchions shall be fitted and under-deck framing shall be reinforced to support units mounted on deck.

D GENERAL REQUIREMENTS FOR MATERIALS

All materials provided by the contractor shall be suitable for marine applications and shall be subject to approval of the COR.

All new hull plate or hull framing members shall be ASTM 5086 aluminum alloy.

Plates shall have temper H-117 and shapes shall have temper H-111.

Fasteners shall be AISI type 304 or 316 stainless steel.

All fasteners shall be installed using non-metallic gasket material when placed against an aluminum surface.

E GENERAL REQUIREMENTS FOR PIPING

All piping required in these specifications shall be designed and installed to obtain optimum operating conditions, and shall be compatible with the machinery or equipment serviced.

All piping, valves and fittings shall comply with material specifications of the design standards for that particular service.

Piping shall be led as directly. Piping shall include valves, unions and fittings.

Unions and flanges shall be provided to facilitate installation and subsequent removal.

Flexible connections to machinery components shall be provided where vibration may be anticipated.

Piping shall not pass over switchboards and be kept clear of switchgear, wiring, etc.

All work shall be templated from the vessel.

Piping shall be secured by supports and hangers so as to avoid excessive strains;

avoid the weight of the piping being transmitted to valves and fittings; minimize the effects of vibration, shock, pitching and rolling of the vessel; and permit proper thermal expansion and contraction. Provision may be made for expansion and contraction by changes in direction of pipe runs or by use of expansion bends, joints, loops or offsets.

B-11

Exhaust piping shall be welded for all sizes.

All burrs shall be removed from the ends of all piping after any cutting or threading. Pipe ends shall be dressed with a reamer before installation.

Valve type shall be consistent with the service. All valve materials shall be stainless steel.

An aluminum label plate shall be attached to the hand-wheel of all new valves to indicate its function.

Where pipes are carried through watertight bulkheads, decks or tank tops, the watertight integrity of the structure shall be maintained.

Heat sensitive materials shall not be used in piping systems which penetrate watertight subdivisions.

All fastenings used to connect valves to shell connections shall be of stainless steel.

Where dissimilar metals occur, the contractor shall insulate to prevent electrolytic action.

F GENERAL REQUIREMENTS FOR MACHINERY SYSTEMS

Where new machinery and equipment is to be installed, or when existing machinery and equipment is relocated, the contractor shall mount the items on foundations as specified elsewhere herein.

All fastenings, bolts, (fitted or otherwise) studs, nuts, washers, gaskets, etc., shall be installed using anti-seize compound furnished by the contractor unless otherwise specified.

Any defective or missing fasteners shall be renewed at Contractor's own expense.

Where detailed disassembly, assembly, or installation procedures appear in this specification, they are presented for the contractor's information and convenience in estimating the possible extent of the work to be done. The inclusion of these detailed procedures does not relieve the contractor of responsibility for doing all work necessary and in the proper manner for satisfactorily accomplishing the specified ultimate objective.

B-12

G GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS

All electrical installations as set forth elsewhere in these specifications shall be in compliance with the referenced rules, regulations and standards, especially with regard to ambient and working temperature requirements.

Electric cable shall be capable of handling the required amperage.

Electrical installations shall be such so as to eliminate the possibility of mechanical injury or damage from the accumulation of dust, oil, vapors, steam, dripping liquids, etc.

New cable runs shall be supported at intervals of not more than 18" apart where vertical and 14" apart where horizontal. Straps, hangers, and standoffs shall be aluminum with stainless steel fasteners. Plastic type straps are permitted only behind sheathing/paneling. No cable runs will be permitted below the deck-plates, except for bilge pump wiring. Cable penetrations, where required to be watertight, shall have approved kick-plates, stuffing tubes, etc.

All electrical supplies and/or installations to meet CFR 46, Subchapters J and T, as well as all applicable NEMA, NEC and ANSI standards.

H GENERAL REQUIREMENTS FOR HOT WORK

Prior to any hot work commencing in any compartment, the compartment shall be pumped dry, cleaned, and gas-freed in accordance with 29 CFR 1915, Occupational Safety and Health Standards for Shipyard Employment, and other applicable standards.

The COR shall be furnished a certificate stating that each compartment gas-freed by the contractor has been tested by an approved certified chemist or competent person and that the space is safe for burning and/or welding.

The contractor shall provide proper ventilation of spaces in which work is required or men are required to enter. Disposal of material accumulated during gas-freeing work shall be the responsibility of the contractor and shall be in accordance with all federal, state and local laws.

The contractor shall post and maintain a fire watch whenever any hot work is being performed. If work is being performed on a bulkhead, a fire watch shall be posted on both sides of the bulkhead.

B-13

I GENERAL REQUIREMENTS FOR WELDING

All welding under this contract shall be done only by welders who have successfully passed the qualifications test of the ABS, the U.S. Navy or the USCG for aluminum welding.

The contractor shall bear the expense of conducting these tests, and shall certify by name to the COR those welders who have successfully passed the prescribed tests.

The contractor shall require any welder to repeat these tests when, in the opinion of the COR or his appointed representative, the work of the welder indicates a reasonable doubt of his efficiency. In such cases the welder shall be recertified as above.

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 manufacturers' label or be otherwise marked. Certified statements shall accompany each shipment of electrodes to the effect that sample pieces, representative of each kind and size in each shipment, have satisfactorily passed the tests required by the ABS, the USCG, and/or the U.S. Navy for aluminum welding.

Welding in this contract shall be done using the MIG process. All welding shall be smooth, tight and free from undercuts, porosity, craters and gas inclusions.

Shell and deck butts and flush seams shall be back chipped or gouged to sound metal from the closing side before welding.

All sharp and/or rough edges shall be ground smooth and all weld spatter shall be removed.

All welds for temporary dogs used during modifications are to be ground smooth.

Assembly of all welded joints before welding shall be such as to secure proper gaps in butt welds and metal contact in fillet welds. Welding shall not be used to close openings larger than stipulated for each plate thickness by the ABS.

All watertight seal welds shall be of "bead" type; no "weave" welding will be permitted.

Welding procedures, as to direction, length and number and sequence beads shall be carefully planned to minimize distortion and locked-in stresses.

J GENERAL REQUIREMENTS FOR WORKMANSHIP

All parts of the work intended to join or bear upon others shall be cut or trimmed to fit neatly.

B-14

All faying surfaces shall be clean and smooth before bolting up. Shims or liners shall not be used for the purpose of overcoming a bad fit.

Lightening holes may be punched, sawn or sheared and all burrs and cutting slag shall be removed.

Weld spatter shall be removed from all plating and stiffeners.

All mounting holes shall be drilled and reamed. Holes in members having sharp curvature shall be avoided whenever possible.

All frames and longitudinals shall have limber holes and/or snipes of adequate size to allow water to flow to the lowest point of each compartment and to allow air to escape.

All joints or areas of connection between aluminum and dissimilar metals shall be properly insulated by gasket material.

All fastenings used for connecting aluminum shall be made of AISI type 304 or type 316 series stainless steel.

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

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 for rejection.

K GENERAL REQUIREMENTS FOR PAINTING

The contractor shall seal off all ventilation, antennas, engine room, exhaust, tank and fan vents or openings, and all other intake or exhaust venting/piping and cover all zinc anodes, transducers, windows, propellers, propeller shafts, shaft bearings, rudders stocks, and other fixtures that could be damaged or introduce contamination into the vessel from the high pressure water washing, sandblasting, or painting.

All areas contaminated with grease, oil, lubricants or other foreign matter shall be cleaned with a solvent similar to DEVOE Devprep #88, 788-T-000.

Defective shell plate discovered during sandblasting shall be reported to the COR immediately.

The paint system shall be applied in strict accordance with the manufacturer's guidelines and recommendations, including time between coats, proper application equipment, thinning and disposal of excess paint and thinner and cleaning of equipment.

All painting underwater surfaces shall be completed and accepted by the COR prior to refloating the vessel.

B-15

The contractor shall furnish the COR with a thickness gauge suitable for use on aluminum to verify proper wet/dry film thickness.

All paints used in the performance of this work shall be within the manufacturer’s specified closed container and “pot” shelf life.

All overspray of any new paint onto existing finished surfaces shall be removed and all surface repaired to original condition.

Colors shall conform to Federal Standard 595, in accordance with the following schedule:

AREA COLOR AND FS595 NUMBER

Hull Exterior Black/17038 Deckhouse Exterior Old Ivory/13695 Decks & Housetop Deck Red/10076 Hull & Deckhouse Interior White/27880 Deck Fittings Yellow/13655 Hull Markings White/27880 Exterior Deck Coaming Striping Red/11136 Handrails & Stair Rails Black/17038 Antifouling 1st Coat Manufacturer Contrasting Color Antifouling 2nd Coat Manufacturer’s Red

L GENERAL REQUIREMENTS FOR DISPOSAL OF FLUIDS

All fluids, including, but not limited to, diesel fuel, lubricating oil, hydraulic fluid, antifreeze/coolant, bilge wastes, battery acid, penetrating and cutting oils, dye penetrants, and paint thinners removed from the vessel or generated by the contractor in the course of performing the required work shall be disposed of by the contractor in accordance with all Federal, State, Regional and Local laws, rules, regulations, and guidelines for the disposal of hazardous materials.

This also applies to any rags, clothing, equipment or other materials exposed or contaminated with such fluids.

M GENERAL REQUIREMENTS FOR CONFINED SPACES

The contractor shall comply with all requirements of Federal Law contained in 29

CFR 1910 and 29 CFR 1915 for entry into, monitoring of, rescue from and closure of confined spaces during the performance of the repair work performed as a part of this

The contractor shall have a competent person on-site whenever any work is being performed in a confined space and shall post required certificates in the immediate vicinity of the confined space and maintain a log of all inspections and certificates.

The COR shall be provided with copies of the Gas-Free certificates and all competent persons logs as part of the overhaul record at the conclusion of the contract.

N GENERAL REQUIREMENTS FOR SAFETY

The contractor shall comply with the requirements of EM 385-1-1, “U.S. Army Corps of Engineers Safety and Health Requirements Manual” throughout the contract period. It can be found online at http://www.usace.army.mil/publications/eng-manuals/em385-1-1/toc.htm

The contractor shall maintain Safety, Fire, and Security programs as required by

Section H of this contract throughout the contract period.

B-16

H HULL SECTION ITEMS

H-101 DRYDOCKING

References: Drawing SH-H-57; “Docking Plan” S9086-7G-STM-010/CH-997; “Docking

Instructions and Routine Work in Drydock” MIL-STD-1625; “Safety Certification

Program for Drydocking Facilities and Shipbuilding Ways for US Navy Ships”

NAVFAC DM-29.1; “Graving Docks, Design Manual 29.1”

Provide all labor, services and materials and perform the work required in this clause.

Provide a certified marine railway, or a certified synchro-lift, etc. and qualified personnel and necessary equipment to dock the vessel.

The SHUMAN is a 65-foot aluminum catamaran with a beam of 26 feet, and a depth of 8’-5”. The loaded draft of the vessel is 4 feet, 9 inches forward and aft, and a light draft of 4 feet, 7 inches forward and aft. Gross tonnage is 53 tons loaded and 32 tons light. Vessel clearance is 30 feet to the top of the mast.

Proposals from bidders requesting the use of non-NAVSEA certified drydocking facilities shall be accompanied by the following requirements:

• A current independent detailed engineering evaluation and analysis (within one calendar year) of the proposed facility supporting its structural integrity and verifying that it is structurally and operationally safe.

• A certificate signed by a person authorized to sign offers, verifying that the facility is presently safe

• Engineering stability calculations in accordance with the above references verifying that the facility is presently safe

• Use of a certified dockmaster, and a trained docking crew in accordance with the above references is required when using an uncertified docking facility

Provide and set blocks to support and distribute the weight of the vessel while out of water and to prevent movement of vessel. Blocks should provide for a minimum of 75-inches clearance under the hull.

F - 17

NOTE: THE CONTRACTOR SHALL ENSURE THAT NO BLOCKS ARE

PLACED BETWEEN FRAMES 41 and 47 OF THE PORT PONTOON.

Haul the vessel out of water and set on the blocks. Participate in the joint docking inspection.

Immediately after drydocking the vessel, and before the hull and any marine growth has had a chance to dry, the entire hull from the keel to the top of the bulwarks shall receive a fresh water high pressure wash at no less than 5000 psi.

Upon completion of all underwater related repairs and following the joint undocking inspection, return the vessel to the water.

All lay days, demurrage and other dock costs, including the costs of weekends and holidays, necessary to perform the repair work listed in this contract shall be included in the cost of this Line Item.

Estimate on 14 calendar days for dry-docking. Price per day.

H-102 UTILITIES AND SERVICES (UNIT PRICE)

The contractor shall provide all labor, materials, and equipment and provide, adjust and maintain the drydock and pierside utilities and services specified in this clause for the duration of the contract.

Services shall be connected and operating within 2 hours after arrival of the vessel at the contractor’s facility and shall continue until the vessel is accepted by the

COR.

Payment shall be made only for the actual number of days the vessel remains and utilizes services at the contractor’s facility.

Unit price shall cover all costs incidental to and charged direct to the job, and not otherwise included as overhead.

Services and utilities shall consist of the following:

• WATER: Furnish fresh potable water for filling water tank and deck wash down. Potable water shall be lead-free and meet local municipal water standards. Provide certificate to COR indicating water to be safe for human consumption.

F - 18

• SHORE POWER: Provide necessary labor to connect, maintain and disconnect shore power service for initial hook-up, re-blocking and moving vessel to pierside. Provide electrical service for the duration of the repair period.

Shore power service to be 50 amps (minimum), 120/240 VAC, 60

Hz, single phase.

The vessel contains a number of components and systems that are sensitive to voltage fluctuations. The contractor shall be responsible for removal, repair or replacement, reinstallation and testing of electrical equipment which fails while the ship is in the contractor’s possession due to voltage surge or fluctuation.

The vessel shall be grounded to earth via a grounding conductor when operating on shore power. Ensure the vessel is galvanically isolated from the shore (earth), using a galvanic isolator or an isolation transformer. Application and installation of this device shall be in accordance with ABYC E-8.20.

• TRASH REMOVAL: Provide receptacles, equipment and labor to collect and remove garbage and trash from the vessel. The trash bins shall be located near the gangway.

• GANGWAY: Provide a gangway with safety net or ladder for access to and from the vessel.

Install (on opposite side of vessel from gangway) and maintain a separate ladder from the bottom of the drydock to the main deck for emergency egress during the docking period.

Estimate on 14 calendar days. Price per day.

H-201 HULL PAINTING

Reference Drawing: SH-H-6; “Outboard Profile”

The contractor shall furnish all necessary labor, materials (including all paints), services and equipment and prepare and paint the hull of the Survey boat SHUMAN in accordance with the following specifications.

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A SURFACE PREPARATION AND INSPECTION

Immediately after drydocking the vessel, and before the hull and any marine growth has had a chance to dry, the entire hull from the keel to the top of the bulwarks shall receive a high pressure wash with fresh water only and shall be no less than 5000 psi.

B PAINTING (Keel To Deep Load Line)

The contractor shall proceed with preparing and painting the hull from the keel to the deep load line in accordance with the following specifications:

Lines shall be cut with a brush or roller, remainder may be sprayed.

The underwater hull shall be painted with two coats of antifouling paint, Black, 7 mils wet/4 mils dry, (all coats shall be Black).

Apply an additional two coats of antifouling paint at the waterline (waterline down approximately 2 ft).

The Black antifoulant paint shall be similar to No Foul SN-1. SN-1 is ablative single part paint and no special license is required for use or application.

Contact Info: E Paint Company, Inc 25 Research Road East Falmouth, MA 02536

(800) 258-5998 Fax: (508) 495-3210 P.O.C.: Kimberly Fontaine

Paint all draft marks and vessel name with one coat of white color paint, similar to AMERON “Amercoat 450HS”, White, 3.5 mils wet/2 mils dry.

H-202 ANODE CLEANING

The contractor shall provide all labor, materials and equipment and wire brush all ten bolt-on zinc anodes on the perimeter of the hull. Anodes are 6” x 12”.

H-203 GENERATOR SEA VALVES

The contractor shall provide all labor, materials and procure and replace both generator sea valves, stainless steel hardware and gaskets.

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The sea valves are 1-1/2” gate valves, 5” flange to flange, and shall be replaced in-kind.

H-301 MARLITE PANEL REPLACEMENT

The contractor shall provide all labor and equipment and replace two sections of damaged Marlite panel behind the galley sink. Cut the Marlite to facilitate installation.

The Marlite will be Government furnished.

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PART III - SECTION C

M MACHINERY SECTION ITEMS

M-201 GENERATOR FOUNDATION REPAIRS

The contractor shall provide all labor, materials and equipment to repair weld cracks in the generator foundations. Install doublers at each corner of the foundation for additional support (8 total).

M-901 MISCELLANEOUS MAINTENANCE (IF DIRECTED)

A. Provide the services of journeymen level mechanics, shipfitters, welders, inside and outside machinists, pipefitters, marine chemists, laggers & insulators, carpenters & joiners, electricians, laborers, burners, riggers, painters and all other shipyard trades to perform work to the ship's equipment for the entire duration of the repair period. Work items will be described in writing on a Government 2-Way Memo Form and shall be based on a joint survey with the contractor. Only the COR/Government Technical Representative is authorized to issue 2-Way memos. Work items will be priced and agreed upon prior to the initiation of any work. See Section H - Special Contract Requirements, Paragraph H-11, entitled "Change Proposals", for requirements of 2-Way Memo submission. The contractor, in connection with any proposal he makes, or the Government requests for a change shall furnish a total, lump sum price together with a price breakdown itemized as required. Unless otherwise directed, the breakdown shall set forth separately the following:

(a) Materials: Quantity computations and materials pricing (support by invoices or price quotes or define as estimated).

(b) Labor: Provide manhours by trade as agreed upon by the Contracting Officer's Representative.

(c) Equipment: Define equipment to be employed and hours used, both effective and noneffective. If equipment is part of an overall markup or labor costs, define as such. Provide rates used for equipment listed separately.

(d) Subcontract Costs: Contractor shall submit vouchers of the subcontractor's costs unless waived by the Contracting Officer's Representative.

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(e) Miscellaneous: Any portions of the proposal for estimated costs for changes not covered in (a) to (e) above, shall be defined and set forth separately.

ESTIMATE ON 40 LABOR HOURS. PRICE PER HOUR.

For completion of 40 hours based on a STRAIGHT-TIME rate, will require adequate staffing and/or double shifts during the entire period. The HOURLY RATE bid for this item shall include overhead, profit, general and administration costs, and any additional costs or premium time incurred for second and third shifts, weekends, holidays and all travel costs, including insurance, travel to and from shop and work site in excess of one mile and night-differential. A single hourly rate will be paid for each 24-hour day.

The Contractor shall have available at the yard where the work is performed, an

ESTIMATOR (or other authorized person) to survey any work that may be found necessary. The estimator shall be made available the same day that the additional work is found (including weekends) and shall submit an estimate of the cost for the within 24 hours.

B. NOTE: FOR BIDDING PURPOSES, material, services, and subcontractor costs involved in the maintenance and repair work performed shall be estimated on the basis of one-hundred percent (100%) of the total labor cost worked in paragraph (A)(1), above.

EXAMPLE: The material, services and subcontractor costs for 40 labor hours at $40/hour shall be $1,600.00.

Actual material and services costs will be paid on the basis of Contractor's purchase orders for required material. Copies of all purchase orders shall be furnished to the Contracting Officer's Representative. Estimate material and services price, as per paragraph (B), above.

All profit shall be based on the OCE weighted Guideline Method.

C. BURDEN CHARGES: The contractor shall insert in the space provided below and in Section B the percentage burden that will be charged when materials, subcontractor services, equipment rental and any other miscellaneous charge is activated under this Clause. This burden charge shall include profit, material handling, subcontractor handling, general and administrative charges, insurance, overhead and any other charges normally added onto these items. No other such charges or mark-ups will be allowed when activating work under this Clause.

The percentage amount to be charged by the contractor for any materials, subcontractor services equipment rental, and any other miscellaneous charges that are activated under this Clause shall be annotated in Section B. This rate shall remain in effect for the entire dollar amount of the material, services and subcontractor costs bid in Section B.

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M-902 MARINE SANITATION DEVICE REPLACEMENT

The contractor shall provide all labor, materials and equipment and accomplish the following:

A. Replace the existing Lectra/San MC marine sanitation equipment with a new Government furnished Raritan Engineering Electro/Scan marine sanitation equipment.

Install the new sanitation treatment system to meet USCG requirements.

The GFM sanitation equipment consists of the Treatment Tank, Control Unit, Status Panel, and LCD Display. The Salt Feed System Tank shall be reused.

Attach the new system to the relocated overboard thru-hull connection. Ensure that the feed water is taken from the fresh water tank system onboard and piped into the salt feed tank to pressurize the system. Ensure the check valve in the fresh water feed line between the fresh water tank and salt tank is functional.

Provide all miscellaneous hardware (wiring, hoses, hose fittings, clamps, etc.).

Electrical requirements of 12V and 110V are located within 15 feet of head location.

B. Relocate the seachest for the marine sanitation device from its current location to a location near the seachest for the air conditioning unit.

Seal weld the existing hull penetration to be flush with the hull. Prime and paint the hull.

Install a hull doubler plate/flange at a location near the air conditioner seachest to be identified by the Captain. Install an intake strainer, a seacock and raw water strainer.

Install 1-1/2” hose or pipe and connect to the toilet. All material shall be compatible with the aluminum hull. Prime and paint the hull. All material to be contractor provided.

M-903 HVAC UNIT REPLACEMENT

The contractor shall provide all labor, materials and equipment and replace the HVAC unit with a new Government furnished unit.

Rewire the three ceramic heating elements into individual heating elements to reduce the start-up load on the generator. The existing unit has been rewired to meet this reduced electrical demand.

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Reconnect all electrical wiring, control wiring, hoses and drain. Test unit upon installation while drydocked and again while on ship’s generator power.

M-904 AIR TANK HYDRO

The contractor shall provide all labor, materials and services and perform a hydrostatic test on the air tank located in the port engine room.

Remove the tank from the vessel. Protect the tank connections from contamination. Install a pressure relief valve and apply a hydro test pressure of 225 psi.

After successful testing, re-install tank on vessel. Manufacture and install an aluminum label plate with the following information: Contractor’ name, city, state, date tested, test pressure (225 psi) and working pressure (150 psi).

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PART I - THE SCHEDULE - SECTION E

INSPECTION AND ACCEPTANCE

INDEX

E01 INSPECTION

E02 DRY DOCKING

E03 QUALITY ASSURANCE AND CONTROL

E04 FACILITIES FOR PERSONNEL

E06 FINAL INSPECTION

E07 PROVISIONAL ACCEPTANCE

E08 FINAL ACCEPTANCE

E09 COMMERCIAL WARRANTY OF SUPPLIES

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PART I - THE SCHEDULE - SECTION E

INSPECTION AND ACCEPTANCE

E01 INSPECTION

The contract will be managed by the Physical Support Branch (PSBr) of the Operations Division of the U.S. Army Corps of Engineers, Philadelphia District and is subject to inspection by its appointed representatives to insure strict compliance with the terms of the contract.

No Government representative is authorized to change any provision of the specifications.

Neither the presence nor absence of a PSBr representative shall relieve the Contractor from any requirements of the contract.

The Contractor shall have and enforce a Contractor Quality Control (CQC) system which shall contain plans for Safety, Fire Prevention, Security and Confined Spaces. The Confined Space Plan shall specifically provide for gas-free and oxygen level certificates for all tanks.

E02 DRY DOCKING

The Contractor shall be responsible for the satisfactory dry docking and undocking of the vessel at the times and dates selected and mutually agreed upon by the Contractor and the Contracting Officer's Representative (COR).

E03 QUALITY ASSURANCE AND CONTROL

A After Notice To Proceed with PLANNING and prior to issuance of Notice To Proceed with DRYDOCKING AND REPAIRS, the Contractor shall develop a Contractor Quality Control (CQC) and Inspection Program for the work required in this

This program shall provide for regular inspection and testing of the work in progress, the work site and the preparation and maintenance of documentation and records.

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The program shall incorporate the requirements of the following:

Χ Safety Program Χ Fire Prevention Program Χ Flooding and Damage Control Program Χ Confined Space Entry Program Χ Security Program Χ Quality Control

The documentation and records shall:

1 Define Contractor tests and inspections to be accomplished for each work item of the contract. Such tests and inspections shall be keyed to the appropriate paragraph of each clause.

2 Be commensurate with the complexity of the work in the specification and adequate to assure the Contractor that the product or subproduct offered conforms to the requirements of the specification.

3 Be available to the Contracting Officer's Representative and contain recorded data of all Contractor conducted inspections and tests conducted to date.

4 List the Contractor Representatives who are authorized to witness or perform and sign for each test and inspection.

B The following are the minimum requirements for data to be recorded:

1 Type of inspection or test (e.g., visual, mechanical, liquid penetrant, radiographic), accept / reject criteria, and a statement as to whether the inspection was satisfactory or unsatisfactory.

2 Number and type of deficiencies of material or workmanship found in the product or subproduct inspected and corrective action taken to correct the deficiencies and, for repetitive deficiencies, to preclude recurrence.

3 Date and signature of the Authorized Contractor Representative who witnessed or performed the test or inspection.

C Responsible authorized personnel shall inspect the work in progress and all completed work, conduct necessary tests and record the data required. An

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Authorized Contractor Representative shall sign the records attesting to the validity of the information.

D Contractor certified inspection is an integral part of all work therefore, the COR will consider the entire contract incomplete if Contractor documentation and records signed by the Contractor's Authorized Representative are not complete.

E SUBCONTRACTORS

Work subcontracted and performed away from the shipyard is covered by this inspection system.

The prime contractor cannot delegate the authority to witness or perform, and sign for tests and inspections conducted away from the shipyard, without approval of the COR.

If the subcontractor has an established Quality Control program with designated organization and personnel, the prime contractor may designate an appropriate individual in that organization as his authorized representative under paragraph A4. preceding. Such designation shall clearly indicate that the individual is an employee of a subcontractor and shall be subject to the approval of the COR.

When any workmanship, material, or apparatus fails to pass any test or inspection, it shall be fully retested only after all known faults have been eliminated. Where directed by the COR, such failed material or apparatus shall be completely removed from the work and renewed.

All defects in workmanship or material shall be remedied by the

Contractor at no additional cost to the Government, except where work was performed on material furnished by the Government.

E04 FACILITIES FOR PERSONNEL

It is not envisioned that a Resident Engineer office will be established at the shipyard, however the Contracting Officer will have a staff of up to three people at the shipyard at various times and for varying periods throughout the life of the contract.

This staff will consist of the Authorized Representative of the Contracting Officer (COR), Project Manager, Project Engineer, Operators, Crew or other personnel as best suits the Government's QA/QC needs.

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In order for that staff to function and communicate effectively, the contractor shall provide an office and other facilities as described in this clause.

A private office with key-lockable door (3 keys to be provided), convenient to the work, shall be made available to the Contracting Officer's staff. The office and facilities shall be suitable for both male and female staff.

The office shall be furnished with one desk with an arm chair and two side chairs.

Access to one standard drafting table with drafting stool, conference table with arm chairs, locking file cabinets and a First Aid kit.

Light, heat and ventilation shall be furnished together with daily janitor service.

A chilled water fountain, toilet, washing and shower facilities complete with soap and cloth towels shall be available, convenient to the office, within the same structure and on the same floor.

Air conditioning and heat shall be provided in the office if offices for generally similar use in the Contractor's plant are so equipped.

The Contractor shall furnish the office with and maintain one telephone instrument with access to the Contractor's phone system and a commercial telephone line.

The commercial line shall provide for unrestricted usage within the area defined as "Local" to the Contractor's facility, and direct dial toll call capability. Long Distance Toll charges will be paid by the Government. Access to a telephone instrument with a speaker phone - talk back capability for conference calling shall be provided.

A minimum of two duplex convenience receptacles shall be provided spaced about the offices to accommodate radios, fax machine and miscellaneous appliances.

Government Representatives attending the overhaul will bring with them walkie-talkie radios for intra-agency communication, cameras, and various items of test equipment. The Contractor shall permit unencumbered ingress and egress to and from the shipyard and the vessel with such equipment.

In addition, the Contractor shall furnish two parking spaces within the shipyard in safe locations and accessible to the assigned offices.

The contractor shall provide the following equipment for the use of the COR and his staff during the contract. All items will remain the property of the contractor at the end of the contract:

F - 30 o Fax machine with automatic and unattended capabilities. It shall be similar to CANNON USA Model FAX-410 with a dedicated outside (Bell System) telephone line.

o Photocopier with reduction/enlargement and sorting capability.

The photocopier shall be provided with paper, fluids, toner and service.

E05 FINAL INSPECTION

When all work and testing has been satisfactorily completed at the builder’s yard, the Contractor and the Contracting Officer's Representative (COR) shall make a complete physical inspection and inventory of the vessel.

A "punch list" of deficiencies will be developed and presented to the Contractor for corrective action.

All corrective action necessary to eliminate the "punch list" shall be completed at the Contractor's facility. The Contractor shall give the C0R two working days notice prior to the desired date of reinspection.

Prior to any inspection, the vessel and all its equipment shall be thoroughly cleaned and all painting and finishes put in first class condition.

E06 PROVISIONAL ACCEPTANCE

Following satisfactory completion of all tests and trials, correction of all "punch list" deficiencies, and receipt of all contract deliverables, the vessel will be Provisionally Accepted at the builder's yard.

Delivery of the vessel may not be started until Provisional Acceptance of the vessel has been made.

Paymen…