A.07.23_W9127N-16-R-0081.pdf

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David.C.Boone@usace.army.mil

RATING PAGE OF PAGES

7. ISSUED BY

(Date)

IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

Previous Edition is Unusable 33-134 STANDARD FORM 33 (REV. 9-97)

Prescribed by GSA FAR (48 CFR) 53.214(c)

1 183

(If other than Item 7)

15A. NAME 16. NAME AND TITLE OF PERSON AUTHORIZED TO

AND

ADDRESS

SIGN OFFER (Type or print)

OF

OFFEROR

AMENDMENT NO. DATE

15B. TELEPHONE NO (Include area code) 17. SIGNATURE15C. CHECK IF REMITTANCE ADDRESS

IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

18. OFFER DATE

1. THIS CONTRACT IS A RATED ORDER

UNDER DPAS (15 CFR 700)

2. CONTRACT NO.

W9127N 8. ADDRESS OFFER TO

See Item 7

9. Sealed offers in original and 1 copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in

CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and

See Section B conditions contained in this solicitation.

10. FOR INFORMATION

CALL:

A. NAME (NO COLLECT CALLS)

DAVID C BOONE

11. TABLE OF CONTENTS

SOLICITATION/ CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/ COSTS

2 - 9

X I CONTRACT CLAUSES

DESCRIPTION/ SPECS./ WORK STATEMENT

PACKAGING AND MARKING

10 - 147 J LIST OF ATTACHMENTS

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

149 - 150

X K

REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

CONTRACT ADMINISTRATION DATA 151 X

SPECIAL CONTRACT REQUIREMENTS

OFFER (Must be fully completed by offeror) X M

L INSTRS., CONDS., AND NOTICES TO OFFERORS

EVALUATION FACTORS FOR AWARD

NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13. DISCOUNT FOR PROMPT PAYMENT

(See Section I, Clause No. 52.232-8)

14. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments

AMENDMENT NO. DATE

to the SOLICITATION for offerors and related documents numbered and dated):

FACILITY

12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period

SOLICITATION, OFFER AND AWARD

X

(X) SEC. DESCRIPTION (X) SEC. DESCRIPTION PAGE(S)

PART I - THE SCHEDULE

26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE

EMAIL:TEL: (Signature of Contracting Officer)

CODE CODE

B. TELEPHONE (Include area code) C. E-MAIL ADDRESS

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( ) (4 copies unless otherwise specified)

23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE

PART IV - REPRESENTATIONS AND INSTRUCTIONS

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

152 - 168

PART II - CONTRACT CLAUSES

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

FAX:

TEL:

FAX:

TEL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

SOLICITATION

6. REQUISITION/PURCHASE NO.5. DATE ISSUED

20 Jul 2016

4. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

[ X ]

3. SOLICITATION NO.

W9127N-16-R-0081

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job ESSAYONS Ship Repair and Overhaul

FFP

Provide all facilities, services, labor, equipment and materials to overhaul the dredge ESSAYONS in accordance with the plans, specifications and regulations stated herein.

FOB: Destination

NET AMT

CATEGORY B PRICING SCHEDULE

CATEGORY B PRE-PRICED ITEMS PRICING SCHEDULE

The following items are anticipated during the performance of the overhaul, but are not ordered nor funded at time of award. These items, as described in the PWS, are considered to be within the scope of this job order and may be added to the job order via Change Order as needed. The quantities are estimated for the purpose of determining a total price for CATEGORY B PRE-PRICED ITEMS. Actual quantities may vary when added by modification;

however, Unit Prices are considered firm. By submitting an offer, the contractor agrees that the unit prices are binding.

The total amount for the Category B Pre-Priced Item Work Pricing Schedule will be added to the total amount for CLIN 0001 (Category A) to calculate the total evaluated price for each offeror. The location adjustment described in Section M will be added to the total evaluated price to determine the Lowest Priced Technically Acceptable offeror.

Category B Description PWS Paragragh

Quantity Unit Unit Price Amount

Tug Service 5.1.2 1 Job $ $

Abrasive Blast SSPC‐SP‐10 5.6.1 1‐58 1000 SqFt $ $

Abrasive Blast SSPC‐SP‐7 5.6.2 1‐58 1000 SqFt $ $

Abrasive Blast SSPC‐SP‐6 5.6.3 1‐58 1000 SqFt $ $

Coatings Upper Hull ‐ Zinc Coat 5.6.4 1‐14 1000 SqFt $ $

Coatings Upper Hull ‐ Anti‐Corrosive Coat

5.6.5 1‐14 1000 SqFt $ $

Coatings Upper Hull ‐ Final Coat 5.6.6 1‐14 1000 SqFt $ $

Coatings Lower Hull ‐ Anti‐Corrosive Coat

5.6.7 1‐43 1000 SqFt $ $

Coatings Lower Hull ‐ Top Coat 5.6.8 1‐43 1000 SqFt $ $

Coatings Lower Hull ‐ Anti‐Fouling Coat

5.6.8.1 1‐43 1000 SqFt $ $

Hull Degreasing 5.6.11 1‐58 1000 SqFt $ $

Hull Fire Hose Washing 5.6.12 1‐58 1000 SqFt $ $

Hull 10,000 PSI Water Washing 5.6.13 1‐58 1000 SqFt $ $

Drag Wire Replacement 5.10.1 1 Job $ $

Purchase Drag Wires 5.10.2 1 Job $ $

Dragarm Sheave Overhaul ‐ Single Sheave

5.10.4 1 Each $ $

Dragarm Sheave Overhaul ‐ Single Sheave Swivel Block

5.10.4 1 Each $ $

Dragarm Sheave Overhaul ‐ Swell Comp Single Sheave

5.10.4 1 Each $ $

Dragarm Sheave Overhaul ‐ Single Sheave Water Block

5.10.4 1 Each $ $

Dragarm Sheave Overhaul ‐ Swell Comp Double Sheave

5.10.4 1 Each $ $

Dragarm Sheave Overhaul ‐ Sheave Guide

5.10.4 1 Each $ $

Hopper Door Replacement 5.13.1 1 Each $ $

Steering Gear Overhaul 5.15.1 1 Each $ $

Propeller Blade Inspection 5.16.1 1 Job $ $

Propeller Blade Replacement 5.16.2 1 Job $ $

Propeller Hub Replacement 5.16.3 1 Job $ $

Tailshaft Replacement 5.16.4 1 Job $ $

Bow Thruster Lower Gearbox/Pod Change Out

5.17.4 1 Job $ $

Dragarm Winch Brake Repair 5.22.2 1 Job $ $

Dragarm Flex Joints Replacement 5.22.4 1 Job $ $

Service Frame Reconditioning 5.22.7 1 Job $ $

Frame 68 Upper Hopper Athwartship Support Replacement

5.44.4 1 Job $ $

Frame 78 Upper Hopper Athwartship Support Replacement

5.44.5 1 Job $ $

Steering System Replacement 5.61.0 1 Job $ $

TOTAL AMOUNT CATEGORY B ITEMS $

TOTAL EVALUATED PRICE: $_________________________

(CLIN 0001 Category A + Category B)

CATEGORY A PRICING SCHEDULE

CLIN 0001 (CATEGORY A) PRICE SCHEDULE

The following price schedule shall be completed and submitted with the price proposal. The price schedule will be used (1) to assist the offeror in preparing its price proposal, (2) to assist the Government with price evaluation to determine whether the price is fair and reasonable, (3) to form the basis of any required modifications during the performance of the contract, and (4) as a basis for invoicing completed work.

CLIN 0001 Category A Description PWS Paragraph

Quantity Unit Unit Price Amount

Transportation 5.1.1 4 Each $ $

Crane Services 5.1.3 60 Hour $ $

Connection/Disconnection of Services

5.1.4 3 Each $ $

Field Office 5.1.5 80 Day $ $

Parking 5.1.6 80 Day $ $

Drydocking Lift Day 5.2.1 1 Job $ $

Drydock Lay Day 5.2.2 60 Day $ $

Wet Berth 5.2.3 15 Day $ $

Electricity 5.2.4 420,000 kWh $ $

Steam 5.2.5 75 Day $ $

Marine Chemist Certifications 5.3.1 1 Job $ $

Fire Suppression Services 5.4.1 1 Job $ $

Bilge Maintenance 5.5.1 1 Job $ $

Irathane 155 Urethane Coating 5.6.9 1 Job $ $

Hopper Void Painting 5.6.10 1 Job $ $

Sluice Valve Replacement 5.8.1 4 Each $ $

Hopper Jetting Valve (10") Replacement

5.8.3 8 Each $ $

Hopper Jetting Valve (12") Replacement

5.8.4 2 Each $ $

Hopper Jetting Valve (16") Replacement

5.8.5 1 Each $ $

Dragarm Sheave Inspection 5.10.3 1 Job $ $

Discharge Piping Inspection 5.11.1 1 Job $ $

Steel Repairs Upper Door Rod Guide 5.12.1 1 Job $ $

Hopper Jetting System Clean 5.13.2 1 Job $ $

Weir Seal Replacement 5.13.3 1 Job $ $

Hopper Inspection Staging 5.14.1 1 Job $ $

Upper Hopper Inspection Staging 5.14.2 1 Job $ $

Tower Staging 5.14.3 40 Each $ $

Stern Tube Shaft Seal Replacement 5.16.5 1 Job $ $

Repair Bow Thruster Lower Gear Box Pod

5.17.5 1 Job $ $

Temporary Electric Motor Heaters 5.19.2 23 Each $ $

Jetting Pump Repairs 5.21.5 2 Each $ $

Sewage Pipe Repairs Generator Flat 5.21.6 1 Job $ $

Dragarm Winch Motor Overhaul 5.22.3 1 Job $ $

ABS Support 5.24.0 1 Job $ $

Audio Gauge Reading 5.24.1 3000 Each $ $

Elevator Inspection and Repair 5.25.1 1 Job $ $

Anchor Chain and Chain Locker Inspection for Vessel General Permit

5.26.3 1 Job $ $

Life Raft Annual Service 5.28.1 1 Job $ $

Sludge Tank Annual Maintenance 5.29.1 1 Job $ $

Tailshaft Bearing Clearance Documentation

5.31.1 1 Job $ $

Rudder Bushing Clearance Documentations

5.31.2 1 Job $ $

Dock and Sea Trials 5.31.2 1 Job $ $

Well Deck and Dragarm Preservation 5.35.1 1 Job $ $

Propulsion Reduction Gear Inspection

5.41.1 1 Job $ $

Stbd Kato Generator Bearing Replacement

5.42.1 1 Job $ $

Fuel System Flush 5.43.0 1 Job $ $

Hopper Slope Plate Steel Replacement

5.44.1 1 Job $ $

Stiffeners Surrounding Port & Stbd Fixed Overflow Troughs

5.44.2 1 Job $ $

Frame 88 Upper Hopper Athwartship Support Replacement

5.44.3 1 Job $ $

Frame 88 Hopper Void #11/12 Athwartship Bulkhead Insert

5.44.6 1 Job $ $

Frame 78 Hopper Void #11 Athwartship Bulkhead Replacement

5.44.7 1 Job $ $

Jetting Pipe Supports in Hopper Voids #2, 10, 11, & 12 Port & Stbd

5.45.1 1 Job $ $

Hopper Jetting Nozzle Relocation 5.45.2 1 Job $ $

Bulkhead 48 Multi Cable Transit Renewal

5.46.1 1 Job $ $

Fire Station #16, 21, 22, 23, & 25 Repairs

5.47.1 1 Job $ $

Central Fresh Water System Isolation Valves

5.47.2 1 Job $ $

Port Chill Water Pump Discharge Piping Renewal

5.47.3 1 Job $ $

Pump Room Bilge Manifold Repairs 5.47.4 1 Job $ $

Flushing Pump A Discharge Piping Renewal

5.47.5 1 Job $ $

Forward Bilge and Ballast Pump Overhaul

5.47.6 1 Job $ $

Gray Water Effluent Connections for Drydock

5.47.7 1 Job $ $

Stbd Salt Water Discharge Piping 5.47.8 1 Job $ $

Aft OWS Supply Piping 5.47.9 1 Job $ $

Bilge and Ballast Suction Elbow 5.47.10 1 Job $ $

#1 U Ballast Vent Pipe 5.47.11 1 Job $ $

3512 480V Top End Overhaul 5.48.1 1 Job $ $

Stbd C280 600V Top End Overhaul 5.48.2 1 Job $ $

C280 Engine Coolant Replacement 5.48.3 1 Job $ $

Emergency Cooling Pump Overhaul 5.48.4 1 Job $ $

Oil Mist Detector Repair and Procurement

5.48.5 1 Job $ $

C280 Air Shut Off Guillotine Replacement

5.48.6 1 Job $ $

Cooper Split Bearing Replacement 5.48.7 1 Job $ $

Replace Cooling Coils and Fans In House HVAC System

5.49.0 1 Job $ $

Rudder Stock Overhaul 5.50.0 1 Job $ $

Dragarm Position Sensor Overhaul 5.51.0 1 Job $ $

Repair Hopper Door Seal Retainer Bars and Door Stops

5.51.1 1 Job $ $

Hopper Door Actuating Rod Replacement

5.51.2 1 Job $ $

Port Adjustable Weir and Cylinder Repair

5.51.4 1 Job $ $

Chloropac Service 5.52.0 1 Job $ $

Rescue Boat, Launch, and Lifeboat Davit Inspections

5.53.0 1 Job $ $

Navigation Radar Annual Service 5.54.0 1 Job $ $

Replace Rubber Cove Base 5.55.0 1 Job $ $

Hopper Deck Grating Repairs and Replacement

5.56.0 1 Job $ $

Dragarm Sensor Cable Replacement 5.57.0 1 Job $ $

DCMS UPS Ventilation 5.58.0 1 Job $ $

Aft Smatco Hydraulic Power Unit Replacement

5.59.0 1 Job $ $

Shipyard Scheduler 5.60.0 1 Job $ $

TOTAL AMOUNT CATEGORY A CLIN 0001 $

NOTES TO OFFERORS

SUBMISSION OF PROPOSALS

ELECTRONIC PROPOSAL SUBMISSION IS REQUIRED THROUGH THE WEBSITE

LISTED BELOW. ELECTRONIC SUBMISSION SENT VIA EMAIL OR FACSIMILE WILL

NOT BE ACCEPTED. HAND CARRIED PROPOSAL SUBMISSION IS NOT

AUTHORIZED.

DIRECTIONS FOR SUBMITTING PROPOSALS

In an effort to reduce paperwork and costs, all proposals shall be submitted electronically. All submissions shall be in Adobe PDF format. The Price Proposal and Technical Proposal shall be submitted as “separate” single files. Offerors may use compressions utility software such as WinZip or PKZip to reduce file size and facilitate transmission.

Title the file(s) in the following format:

W9127N-16-R-0081_Company Name_VOLUME I W9127N-16-R-0081_Company Name _VOLUME II

Submit the Price and Technical proposals electronically via the AMRDEC SAFE website at: https://safe.amrdec.army.mil/SAFE/. When accessing the AMRDEC SAFE website, select “Non-CAC Users: For users without a CAC or if your computer is not configured to read your CAC.” to register, access the site, and submit your proposal(s).

(Note: It has been reported that documents are uploaded faster when using Firefox web browser. The Government cannot verify this is true and offers no guarantee that offerors will have more success utilizing any particular browser.)

When using AMRDEC SAFE website, you will be required to provide Email addresses for the Government recipients for this RFP prior to the transmittal of your proposal.

Please ensure you enter the following email addresses:

Contracting Officer: Kimberly A. Kovar @ kimberly.a.kovar@usace.army.mil Contract Specialist: David Boone @ david.c.boone@usace.army.mil

In addition, after uploading your documents, you will be required to verify your e-mail address before AMRDEC will send notification to the Government recipients. This is a very important step – even if you successfully upload your proposal to AMRDEC SAFE, notification will not be sent to the Government until you verify your e-mail address, which may result in the rejection of your proposal for lateness. Follow the instructions on the AMRDEC website and confirmation e-mails you receive from AMRDEC.

The date and time of delivery will be established by the time of receipt of the e-mail notification to the contract specialist and contracting officer by the AMRDEC SAFE website, not by the date and time of uploading of the proposal into the AMRDEC SAFE website. Do not assume that electronic communication is instantaneous. Please make allowances for delays in transmittal. If an electronic submission is uploaded minutes before the deadline but notification is not actually received in the recipients’ e-mail until after the deadline, the submission will be considered late. If an Offeror would like confirmation the notification was received by a Government recipient, please email either of the Government recipients for confirmation.

The Government will not be responsible for proposals delivered to any locations or to any person(s) other than those designated to receive proposal on its behalf. Offerors are responsible for allowing sufficient time for the proposal to be received in accordance with the information provided.

BID BOND: The original hardcopy bid bond must be mailed to the address below and received by the proposal due date above.

U.S. ARMY ENGINEER DISTRICT, PORTLAND

ATTN: CECT-NWP (David Boone)

PO BOX 2946

PORTLAND, OR 97208-2946

WAGE DETERMINATIONS: The Service Contract Act (SCA) wage determination will be based on the location of the awardee, since the contract will be performed at the contractor’s facility. The appropriate SCA wage determination will be incorporated into the job order award.

TECHNICAL MATTERS: Submit technical inquiries and questions relating to this RFP via email to Bidder Inquiry in ProjNet at (https://www.projnet.org) at least 10 calendar days prior to the date established in the RFP for receipt of proposals. The Government reserves the right to decline addressing questions received less than 10 calendar days prior to receipt of proposals.

If an Offeror believes that the requirements in this RFP contain an error(s), omission(s), or are otherwise unsound; immediately notify the Contract Specialist via Email with supporting rationale. The Government reserves the right to award this RFP based on the initial proposals, as received, without discussion.

To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key and follow the instructions listed provided below for access. A prospective Offeror who submits a comment or question will receive an acknowledgement via e-mail, followed by an answer after processing through our technical team. All timely questions and approved answers will be made available through ProjNet. Approved answers to all timely questions will also be posted on the FedBizOps in the form of a report generated from ProjNet as soon as the comment/question entering period is over and answers are all finalized.

W9127N-16-R-0081 FY16 Essayons Overhaul Bidder Inquiry Key: 93AHH5-IWS2NB

Specific Instructions for Initial ProjNet Bid Inquiry Access:

1. From the ProjNet home page, click on Quick Add on the upper right side of the screen.

2. Identify the Agency as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. E-mail. Enter the e-mail address you would like to use for communication.

5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, E-mail, Secret

Question, Secret Answer, and Time Zone. Remember the information provided for the Secret Q & A will be used for accessing the ProjNet system from this point forward.

7. Click Add User. Once this is completed, you will be registered within ProjNet and logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

Steps 1 through 3: same as above.

4. E-mail. Enter the e-mail address you used to register previously in ProjNet.

5. Click Continue. A page will then open asking for the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed, you are logged into the system.

Section C - Descriptions and Specifications

TECHNICAL PROVISIONS

Section C - Descriptions and Specifications

TECHNICAL PROVISIONS

1.0 General

In accordance with the Master Agreement for Repair and Alteration of Vessels (“Master Agreement”), the Contractor shall furnish all management, supervision, labor, subcontracting services of manufacturer’s representatives and all facilities, utilities, equipment, tools, lubricants, fuels, materials and articles (excluding Government furnished property) necessary to fully execute the overhaul and repair of the dredge ESSAYONS hereinafter referred to as the vessel .

Category A: Mandatory Items

Tasks described in the Performance Work Statement (PWS) as Category A Items are within the scope of this job order and must be performed.

Category B: Pre-Priced Items

Tasks described in the Performance Work Statement (PWS) as Category B Pre-Priced Items, are within the scope of this job order and may be executed on an “as needed” basis via a firm-fixed-priced change order.

1.1 Description of Vessel

The USACE vessel is a trailing arm suction Hopper Dredge built in 1984. It has the following Characteristics:

Length Overall 350 Feet Length between perpendiculars 333 Feet Beam Molded 68 Feet Beam Overall (With Drag Arms Lowered) 108 Feet Registered Gross Tonnage 7,248 Long Tons Normal Light, Draft Forward 19’-0” Normal Light, Draft Aft 21’-0” Class ABS Loadline

1.2 Vendor Capability and Capacity

Vendor shall possess the organization and facilities to perform the work satisfactorily. The facilities shall be subject to inspection at any time by the Contracting Officer (CO), Contracting Officer’s Representative (COR), or designated-in-writing by the CO as a Government Representative (e.g. Quality Assurance Evaluator (QAE). Site visits are to ensure that any requirement set forth in the PWS is continuously met.

1.3 Period of Performance

The anticipated period of performance (POP) begins on the date of contract award. Shipyard Availability is December 5, 2016 through February 17, 2017, including a 60 day Drydock period. Delivery of the vessel to the Contractor will be no later than December 5, 2016.

The Contractor shall commence work identified under Category A immediately upon delivery of the vessel and complete the work including dock and sea trials prior to the Government accepting redelivery of the vessel on or before February 17, 2017

The POP for Category B items, if executed, shall run concurrently with the above stated POP.

2.0 Definitions.

Throughout this contract, terms are defined as follows:

Contract Discrepancy Report (CDR): Written record of unsatisfactory performance by the Contractor as observed by the COR / QAE (Refer to 9.0– Contract Discrepancy Report).

Contracting Officer (CO): Government employee who is authorized to enter into, administer and / or terminate contracts and make related determinations and findings.

Contracting Officer’s Representative (COR): Government employee who has been authorized in writing as the COR by the CO, acting within the limits of their authority.

Quality Assurance Evaluator (QAE): Government employees responsible for checking Contractor’s performance.

Regulatory Bodies – Include American Bureau of Shipping (ABS), United States Coast Guard (USCG) and other agencies having jurisdictions on certain matters, such as United States Public Health Service

(USPHS).

Vessel’s Crew – Government employees assigned to work on the vessel. Acronyms -please see section titled “List of Acronyms” at the end of Section C of this contract.

3.0 Government Furnished Equipment/Material List.

Government Furnished Property (GFP)/Government Furnished Materials (GFM) shall be supplied as indicated below. Refer to Contract Clauses 52.245-1, 252.211-7007 and 252.245-7001 to 7004 for terms and conditions governing GFP/GFM. Transfers of accountability of property provided to the Contractor shall be documented as required.

Contractor shall provide transportation (see paragraph 5.1.1) to and from the Government Mooring’s Warehouse located at 8010 NW St. Helens Road – Portland, Oregon, for GFP/GFM. GFP/GFM loading and unloading at the Government Mooring’s Warehouse shall be supplied by the Government.

GFP/GFM loading and unloading at the Contractor’s facility shall be supplied by the Contractor.

GOVERNMENT FURNISHED EQUIPMENT/MATERIAL LIST

Name

Quantity Dollar Value

(Per Unit)

Model Number

Serial Number

Manufacturer;

Year of

Manufacturing

Section Reference in

PWS

Irathane 155 coating system

350 gallons $100 155 N/A DEVCON 5.6.9

Trunnion Grease As Required $400

JT-6

N/A Mystic 5.6.11

Sluice Valve (28”) As Required $80,000 70010-4891-

N/A IHC Corporation / Seals Unlimited

5.8.1

Sluice Valve (26”) As Required $70,000 70010-4890-

N/A IHC Corporation / Seals Unlimited

5.8.1

Drag Head Wire 2 $9,000 2-1/8” N/A N/A 5.10.1

Gimbal Wire 2 $8,000 2-3/8” N/A N/A 5.10.1

Trunnion Wire 2 $5,000 2-3/8” N/A N/A 5.10.1

Weir Seals 2 $2,500 N/A N/A Seals Unlimited 5.13.3

Controllable Pitch Propeller Blades

8 $60,000 100054039 N/A Rolls Royce Naval Marine, Inc.

5.16.1

Blade Bolts 64 $1,000 25560-C N/A Propulsion Systems, Inc.;

5.16.2

Hub Assemblies, Left- Hand (LH) & Right- Hand

(RH)

$565,000

E105-4

N/A

Propulsion Systems, Inc.;

5.16.3

New / Rebuilt LGB / Pod Assembly

1 $70,000 HRP

5001TT

N/A ZF Marine, Inc.;

5.17.4

Hydraulic Torque Wrench

1 $10,000 N/A N/A 5.22.7

Brass Upper Frame Bearing Blocks

2 $ $6000 N/A N/A N/A 5.22.7

Life Rafts for Service

$25,000

Various

5.28.1

Fuel for Flush

As Required $4.00 N/A N/A N/A 5.43.0

MCTs and Cable Blocks

4 Sets $2500 RGSO-6x3T RGSO-6x4T

N/A N/A 5.46.1

Engine Lube Oil

As Required $20.00 N/A N/A 5.48.1

Engine Lube Oil

As Required $20.00 N/A N/A 5.48.2

Oil Mist Detector 1 $23,000 VN 115/87 N/A Visatron 5.48.5

Rudder Stock, Used for Repair

1 $90,000 N/A N/A N/A 5.50.0

Vertical and Horizontal Sensors

10 $3500 ATV1-1181;

ATV1-1611

N/A DTC 5.51.0

Hopper Door Actuating Rods

6 $23,000 N/A N/A N/A 5.51.2

Stbd Launch Spare Parts List W100113

1 Set $5,000 N/A N/A Harding Safety

5.53.0

Steering Gear Replacement

1 Lot as listed in Work Item

$375,000 Various Various Jastram 5.61.0

4.0 Contractor Requirements.

4.1 General Statement

The Contractor shall furnish all management, supervision, labor, subcontracting services of manufacturer’s representatives and all facilities, utilities, equipment, tools, lubricants, fuels, materials and articles (excluding GFP/GFM) necessary to fully execute the overhaul and repair of the vessel. The Contractor shall perform to the standards in the contract and comply with all federal, state, and local regulations during the services performed.

4.1.1 American Bureau of Shipping (ABS) / United States Coast Guard (USCG) Approved

Material / Equipment

Contractor shall ensure all furnished materials and equipment used for repairs to, replacement of, or installation of new items, shall comply with all applicable ABS/USCG requirements.

4.1.2 Spare Parts / Tooling / Equipment

Contractor shall not use the vessel’s spare parts, materials, tools, or equipment (excluding list in paragraph 3.0) for the repair of, replacement of, or installation of new items unless specifically approved in writing by the COR or QAE. If vessel spare parts, materials, tools or equipment are approved for Contractor use, the Contractor shall replace any/all materials and/or damaged tooling or equipment at no cost to the Government.

4.2 Facility Minimum Requirements

4.2.1 Pier and Wet Berth

At a minimum, the Contractor’s dock and wet berth shall meet the following criteria:

1. A minimum water depth of 25 feet at MLLW;

2. 380 feet between fore and aft tie off kevels;

3. 50’-0” x 16’-0” clear dock working area;

4. Live load pier capacities not less than those prescribed in AASHTO H15-44 as certified by a Professional Engineer;

5. 1200A, 480V AC, 3-phase, 60 cycle electrical service with GFCI and phase protection;

4.2.2 Dock

At a minimum, the Contractor’s Drydock / Graving Dock shall meet the following criteria:

1. Lift capacity of 8,500 long tons;

2. Clearance between wing walls of 108’-0” to permit lowering of dragarms; and

3. Keel block height of not less than 6’-0”.

If a graving dock is used to perform work under this job order, the Contractor shall meet the operational equivalent of the drydock standards described above.

Clearance of a minimum of 108’-0” between wing walls shall be maintained from Drydock floor to top of wing wall.

4.2.3 Utilities / Hookups

Contractor shall provide the following utilities, hookups, and services by the end of the first business day upon the vessel’s arrival through the duration the vessel is in the Contractor’s possession:

1. Air – Provide 100 psig of air pressure through a 1-1/2” hose to the vessel’s air system. Air supplied shall be dried through a portable air dryer.

2. Internet – Provide high speed internet (DSL) to three (3) separate locations on the vessel. Minimum download / upload speeds shall be 25 Mbps/5 Mbps.

3. Sanitation – Garbage removal onboard the vessel shall occur on a daily basis

Provide two (2) leak-proof skips and empty on a daily basis.

Furnish a receiving tank for the vessel’s sewage plant effluent. Connect to the vessel’s overboard discharge. Empty the receiving tank as required to prevent overflowing.

Furnish a receiving tank for the vessel’s oily bilge waste/slops. Connect to the vessel’s discharge. Empty the receiving tank as required to prevent overflowing.

4. Telephone – Provide four (4) local telephone lines and telephones to the vessel in the following locations (in addition to paragraph 5.1.5):

Master’s Office 1 Phone Line Chief Engineer’s Office 1 Phone Line Ship’s Office 2 Phone Lines

5. Water (Cooling) – Provide ≤ 70 Degree F, 90 psi at 175 gpm cooling water through a 1-1/2” hose to the vessel’s cooling water shore connection. The Contractor shall ensure the cooling water is properly connected and providing the required pressure and flow no more than two

(2) hours after the vessel is drydocked and throughout the duration of the drydock.

6. Water (Potable) – Potable water shall be provided at 90 psi and 1200 gpd throughout the duration of the shipyard overhaul. Contractor shall fill and top off potable water tanks aboard the vessel upon completion of the contract just prior to the vessel’s departure from the Contractor’s facility. Contractor shall provide acceptable proof of compliance with potable water standards upon request.

4.3 Meetings

4.3.1 Arrival Conference

An arrival conference shall be held between the Contractor’s Contract Administrator, Ship Superintendent, Safety Director, Subcontractors (if requested by Government) and the Government’s COR and vessel’s Department Heads at a time mutually acceptable to all parties, but no later than four

(4) hours after the vessel's arrival at the Contractor’s facility. Contractor shall submit a list of all

Subcontractors proposed to do work and the extent and character of the work to be performed by each Subcontractor. All pre-Drydock/Graving Dock work submittals stated in the PWS shall be required at this time (Refer to Paragraph 4.4 -Schedules) . An outline of events for the arrival conference shall be prepared by the COR or QAE and provided to the Contractor for distribution prior to the arrival conference.

4.3.2 Daily Production Meetings

Daily production control meetings shall be held at 9:00 am at a location agreeable by all parties. An alternate time may be considered if approved by the COR.

4.4 Schedules

4.4.1 Preliminary Production Schedule.

The USACE Portland District uses Primavera P6 v7 Project Management and MS Project 2007 scheduling software. The Contractor is required to use software compatible with Primavera P6 v7 Project Management and MS Project 2007 scheduling software in producing the Preliminary Production Schedule. NOTE: MS Project 2010 is not compatible

The Contractor shall submit a Preliminary Production Schedule with the technical proposal in a PDF format and is required to use the Critical Path Method (CPM) of network calculation to generate the schedule. The Preliminary Production Schedule shall illustrate the sequence the Contractor proposes to perform the work and the dates the Contractor contemplates commencement and completion of each schedule activity. The schedule shall consist of all activities listed in Section 5 and demonstrate completion within the stated period of performance. The schedule shall include a sufficient level of detail to denote work overlaps, commence and completion dates of all activities, predecessor/successor relationships, milestones, critical path, and the logical and efficient order the contractor proposes to accomplish all work. Activities shall be scheduled for earliest possible completion, commensurate with the best commercial marine practices and availability of materials.

The Preliminary Production Schedule shall be based on the following assumptions (reference Paragraph 1.3.): From date of contract award; Delivery of vessel in window as early as 5 December 2016; and Job Order completion date of 17 February 2017.

4.4.2 Production Schedule

Upon award of this job order, the Contractor shall update the Preliminary Production Schedule with accurate dates, negotiated prices in accordance with CLIN 0001 Price Schedule, and any other items the Contractor deems necessary to capture accurate data not specified in Paragraph 4.4.1. The Contract shall submit the updated Production Schedule electronically (.xer or .mpp and .pdf formats) no less than one

(1) day prior to the arrival conference referenced in Paragraph 4.3.1.

4.4.3 Weekly Production Schedule Update Meeting

The weekly production schedule update meeting shall be held on Thursdays at 10:00 AM at a location agreeable by all parties. An alternative time may be considered if approved by the COR.

The Contractor shall update the production schedule on a weekly basis reflecting actual progress attained (percentage of work completed for each activity) and identify the current critical path through remaining work activities. Contractor management personnel, subcontractors, and suppliers shall actively participate in developing an accurate production schedule.

The weekly updated production schedule shall be accompanied with a written narrative describing (1) amount of progress on major work items during the reporting period, (2) problems uncovered, (3) known or anticipated delays, and causes thereof, together with the impact on the schedule, and (4) corrective actions taken or planned in connection with the latter. Work reported shall be inclusive of Contractor and subcontractor’s performance and should be coordinated with the COR. The Contractor shall provide a production schedule and written narrative in both a hard copy and electronic copy no later than 8:00 AM every Thursday morning.

The weekly production schedule update meeting provides an opportunity to discuss progress, problems and forthcoming schedule requirements. If the event the Contractor falls behind the production schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or equipment and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

Failure of the Contractor to comply with the requirements of the Contracting Officer shall be grounds for determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the job order. Upon making this determination, the Contracting Officer may terminate the Contractor’s right to proceed with the work, or any separable part of it, in accordance with DFARS 252.217-7009, Default.

4.4.4 Category B Work Scheduling

When Category B work is incorporated into the Job Order via a bilateral change order, the Contractor is expected to perform the work within the POP of the job order in paragraph 1.3. The Contractor shall revise the Production Schedule accordingly no later than the following weekly production schedule update meeting.

4.5 Submittals

4.5.1 Pre-Work Submittals

Prior to commencement on any task, Contractor is required to submit the following documents to the COR for review and approval:

1. Accident Prevention Plan (Paragraph 4.9);

2. Fire Prevention Plan (Paragraph 4.9.1);

3. Crane Certifications (Refer to OSHA Regulations and Section 16 of EM 385-1-1,USACE Safety and Health Requirements Manual)

4. Program Management Requirements (EM 385-1-1 Section 1);

5. Current Production Schedule;

6. Proof of Liability Insurance for Contractors and Subcontractors (Refer to Insurance –

Work on a Government Installation);

7. QC Program / Plan (Paragraph 4.6)

8. Security Plan (Paragraph 7.3); and

9. Verified / Eligible Candidates for E-Verify per 48 C.F.R Subpart 22.18 (Paragraph 7.8);

10. Production Schedule (Paragraph 4.4.2).

4.5.2 Material Submittals

Prior to incorporating materials for use in identified tasks, the Contractor shall submit adequate product data, technical specifications, testing information, MSDS, etc. to the COR for review and approval.

Contractor assumes all risks for incorporating unapproved materials into tasks. If unapproved materials are discovered by the COR or QAE during inspection, Contractor shall remove all identified materials and rework at no additional cost to the Government.

4.6 Quality Control (QC) Program / Plan

Contractor shall provide and maintain a QC Program/Plan acceptable to the Government. At a minimum, it shall include the following:

1. Identify all specification tasks;

2. Identify and call out all testing and inspection requirements;

3. Sign off procedure for testing and inspection requirements;

4. Sign off procedure by the COR for item completion; and

5. Government property administration.

Contractor shall assign a QC inspector to inspect/test and approve all work prior to notifying the COR and/or Regulatory Bodies (when applicable) for an inspection of work. Minimum notification to the COR shall be 24 hours.

4.6.1 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 or regulations:

U.S. Army Corps of Engineers, Engineer Manual (EM) 385-1-1, “Safety and Health Requirements Manual.” Online at: http://www.usace.army.mil/publications/eng-manuals/em385-1-1/toc.htm

USCG, Navigation Rules - Inland/International.

Title 29 Code of Federal Regulations (C.F.R.) part 1915, Occupational Safety and Health Standards for Shipyard Employment. (Also found in Occupational Safety and Health Administration publication no.

2268, Shipyard Industry Standards.)

33 C.F.R. chapters I-II.

46 C.F.R. parts 41-69, 90-105, 110-13, 159-65, 170-74.

American Bureau of Shipping, “ABS Rules for Building and Classing Steel Vessels”

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).

National Electrical Manufacturer Association (NEMA).

National Fire Protection Association (NFPA).

Any other standards not listed above that are incorporated by reference under the aforementioned standards shall also apply to the work being performed under this contract.

4.6.2 Workmanship

All work shall be completed in accordance with DFARS 252.217-7005, Inspection and Manner of Doing Work, to the satisfaction of the COR or QAE and representatives of USCG and/or ABS and meet all requirements and regulations of the ABS, USCG, and the Institute of Electrical and Electronic Engineers.

4.6.3 Welders

Welders shall be qualified to the standards established by ABS and / or USCG and shall perform all welding accomplished aboard the vessel or any components that shall be installed onboard the vessel.

Addressed further below in 4.6.8 General workmanship & construction standards.

4.6.4 Inspection Reports / Conditions Found Report (CFRPT)

Contractor shall furnish inspection reports or Condition Found Reports (CFRPT) to the COR in identify items considered to be unacceptable or in need of further review by the COR. Reports shall clearly identify the area and nature of the item. Inspection reports shall be submitted in writing to the COR within 24 hours of discovery. Upon receipt, the COR will determine if further action is necessary

4.6.5 As-Built Drawings

One (1) week prior to scheduling final inspection with the COR, Contractor shall furnish as-built drawings for additions/alterations, to the COR for review and approval. Drawings shall be submitted as two (2) full-size sets in hard copy, as well as one (1) electronic set in PDF. Final inspection for individual tasks requiring as-built drawings shall not take place until drawings are approved. Costs for drawings shall be included in individual tasks and not separately priced.

4.6.6 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 shipyard. Departure and delivery of the vessel may not be started until provisional acceptance of the vessel has been made.

Payment of the full contract amount, less retainage and any liquidated damages, will be made in accordance with DFARS 252.217-7007, Payments clause.

4.6.7 Final Inspection

Upon completion of all repairs and removal of all Contractor equipment, the COR and Contractor shall inspect all areas of the vessel to ensure 1) tasks were completed per the contract, 2) the vessel is clean and free of all Contractor-generated debris and 3) all damaged coatings are repaired.

4.6.7.1 Warranty of Supplies

The Contractor shall assign, in writing, all commercial warranties for equipment provided under this job order to the Government. The effective starting date of all warranties shall be the date of final acceptance. All terms and conditions of DFARS 252.217-7006, Title, shall apply.

4.6.8 General Workmanship & Construction Standards

4.6.8.1 General Requirements for Access

The Contractor shall request COR approval prior to cutting and/or removing the plating or framing members from the vessel for access to machinery, piping, wiring, and equipment. The Contractor shall make every effort to identify previously made accesses prior to requesting COR approval. The Contractor shall request COR approval prior to the removal of any piping, wiring, fixtures, fittings, etc., for access and clearance to perform required work. All accesses shall be submitted to the COR in writing, including a drawing with the approximate size and location of the accesses for review and approval.

Upon the completion of required work, all removals and/or cutting shall be replaced/restored.

Replacement and/or restored shall consist of returning the removed equipment, piping, wiring, structural members and plating to their original locations and reinstallation. The cost for all removals and reinstallations shall be included in the cost of the respective task. If parts, components or equipment are damaged as a result of the removals, the Contractor shall replace them in kind at no additional cost to the Government. Fit and finish shall be restored and damaged paint shall be renewed at no additional cost to the Government. Installations shall be in accordance with the original construction drawings or the referenced standards. All removed equipment shall be tested as part of the Tests and Trials. The Contractor shall provide any necessary structural support in the areas of cutting or removal of the aforementioned 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.

The Contractor shall maintain a hazard-free access in and out of any space at all times throughout the availability of the vessel. Any temporary openings in the deck or any other area that may constitute a hazard shall be railed and combed off. Horizontal openings, such as those on the deck, shall be protected with Contractor-furnished temporary combing and safety netting around the entire perimeter of the deck opening when such opening is not in use. The cost of providing this protection shall be at no additional cost to the Government.

4.6.8.2 General Requirements for Hull and Structural Work

All new hull plating of any shape shall be fabricated from ABS Structural Steel or ASTM A36, “Specification for Structural Steel.”

Contractor shall pay close attention 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 to gain access internally, the Contractor shall provide adequate compensation to maintain the original structural integrity while the opening is present. All compensation shall be approved by the ABS.

Watertight and oil tight integrity of all bulkheads and decks shall be maintained at all times throughout the period of performance of this job order. .

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 in accordance with ABS requirements to maintain original strength, unless the opening is cut in such a manner that it can be re-welded to existing framing members.

4.6.8.3 General Requirements for Foundations and Supports

Contractor shall provide suitable foundations under all new units of machinery. Foundations shall be built up of plates and structural shapes to the dimensions required for satisfactory support, assuring rigidity, freedom from vibration, and designed for secure containment of the equipment in event of crash stops.

Foundations shall be constructed to the machinery manufacturer’s requirements, unless otherwise specified in technical specifications or modification.

Where dripping water or oil can be expected, the top plates of foundations shall project beyond the edges of the bedplates or bases of units being supported and formed into spill containment/drip pans.

Flat bars welded around the edges of the top plates, or combing welded around the deck near the foundation, may be used to retain any leakage. Valve drains shall be provided at the ends or corners of the pans to facilitate fluid removal or recovery.

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.

4.6.8.4 General Requirements for Materials

All materials provided by the Contractor shall be suitable for marine applications and shall be subject to COR approval prior to installation. Refer to paragraph 4.5.2 – Material Submittals

4.6.8.5 General Requirements for Piping

All piping required shall be designed and installed to obtain optimum operating conditions, and shall be compatible with the machinery or equipment serviced, including pressure, volume and temperature requirements. All piping, valves and fittings shall comply with material specifications of the design standards for that particular service.

New piping added to or replacing an existing system shall duplicate that system, both in size, material, and routing, unless otherwise specified. New piping, where installed in coordination with new equipment or machinery, shall be installed in a manner that does not adversely impact personnel with tripping or overhead hazards.

New fuel oil, lube oil, or hydraulic piping shall be seamless steel, Schedule 80, to match existing pipe material. Pipe shall be pickled prior to installation. Seamless stainless steel tubing may be used as appropriate in Hydraulic systems.

New raw, jacket or sanitary water piping shall be with 90-10 copper-nickel, Schedule 80.

New drain piping shall be replaced in kind. Piping shall be led directly as per existing application.

The finished installation shall include the pipe, valves, unions, elbows, reducers, tees and fittings and all necessary subparts. Unions and flanges shall be required to facilitate installation and subsequent removal.

High-pressure flanges shall be used where originally provided.

Flexible connections to machinery components shall be required 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 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.

Galvanizing destroyed by welding or other activity shall be restored to original. All new steel galvanized pipe shall be hot dipped galvanized.

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 match existing. New valves shall be approved by the COR.

All valves are to be pressure-tested in the presence of the COR or the QAE, and if necessary the USCG, prior to installation on the vessel. Where three or more valves are located together for the same service, they shall be combined into a manifold.

Any new fuel supply lines shall include a new shut-off valve, one at each tank and one at each fuel pump.

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

New valves for seawater service shall be stainless steel or bronze and have a pressure rating appropriate for that service. Valves and operating mechanism shall be readily accessible.

Watertight integrity shall be maintained where pipes are carried through watertight bulkheads, decks or tank tops.

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

Where overboard discharge lines or valves are attached to the inside of the hull, the hull shall be reinforced to maintain the original strength and integrity.

Spool pieces with flanges shall be used for all galvanized pipe deck and bulkhead penetrations to prevent damage to galvanizing due to welding.

Pipe penetrations through watertight bulkheads and decks shall be accomplished by welding pipe to a sleeve that is then welded to the bulkhead or deck. All fastenings used to connect valves to shell connections shall be stainless steel. Where dissimilar metals occur, the Contractor shall insulate to prevent electrolytic action. Any new piping shall be color-coated in accordance with the vessel’s current scheme.

4.6.8.6 General Requirements for Machinery Systems

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

All fastenings, bolts, (fitted or otherwise) studs and nuts shall be installed using anti-seize compound.

Any defective or missing standard, fasteners, washers, gaskets, grommets, shall be replaced with material that matches existing performance standards.

Bottoming taps shall be used whenever new holes are drilled and tapped.

When detailed disassembly, assembly, or installation procedures appear in the specifications, they are presented…