N6660420Q8210.pdf

1300847802

PROJECT TITLE: Dock Repair - Coddington Cove, Naval Station New port

MAGNITUDE OF PROJECT PER FAR 36.204: Betw een $100,000-$250,000

METHOD OF PAYMENT: WIDE AREA WORKFLOW

QUOTE DUE: 7/7/2020, 4:00 PM EST

Attachment #2, Pier Photos, provided for reference.

LESLIE M BRAZIL (401)-832-2907

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

16-Apr-2020

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________75 calendar days after receiving aw ard, notice to proceed. This performance period is mandatory, negotiable. (See _________________________

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________30 Apr 2020 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

NAVAL UNDERSEA WARFARE CENTER

LESLIE BRAZIL, CODE 0224

CONTRACTS DEPARTMENT

1176 HOWELL STREET, BLDG. 1258

NEWPORT RI 02841-1708

N66604

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

04:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 401-832-2907 TEL: FAX:

N6660420Q8210 53

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

N6660420Q8210

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

STILLWATER FINGER PIER REPAIR

FFP

In accordance with the Statement of Work in Section C, the contractor shall provide all materials, equipment, labor and supervision to repair existing docks at Stillwater Basin, Coddington Cove, Naval Station Newport, RI.

FOB: Destination

VENDOR PART NR: 300000135304-0010

PURCHASE REQUEST NUMBER: 1300847802

PSC CD: Z2QA

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

1.0 SCOPE. This Statement of Work (SOW) defines the effort required to repair the existing docks at Stillwater Basin, located in Coddington Cove at Naval Station Newport (NSN), Newport, RI. The contractor shall remove and dispose damaged floating precast concrete dock segments and finger piers, remove damaged timber waler system, remove damaged corner braces, damaged hardware, and a damaged pile guide. The contractor shall provide two new precast concrete dock segments, two new precast concrete finger piers, and a new timber whaler system with steel through rods and new connective hardware.

1,1 Background. The Stillwater basin floating docks provide berthing to NUWCDIVNPT Narragansett Bay Testing Facility (NBTF) support work-boats. The docks were installed in 2003 and are manufactured by Bellingham Marine Company. The dock system currently installed is Bellingham’s ‘Unifloat’ system. The dock system has been degraded by numerous and recent adverse weather events that have caused heavy sea states and severe wave action.

With each successive storm, more extensive damage results due to compounding deficiencies and failures of key elements of the dock system. The dock system remains in the water year-round.

The dock system timber walers, which ties the individual precast concrete ‘Unifloat’ units together, has failed in several locations. As a result, potions of the dock are moving relative to each other in heavy sea states, where they collide and bump into each other causing additional damage. With each successive storm or wind event, additional dock elements and hardware fail. The dock system is not reliable or useable during moderate sea and wind states.

The small boats have been moved to other temporary berthing locations. The dock is not presently in use.

1.2 Work Elements.

The contractor shall repair, stabilize, and restore Stillwater Basin dock system integrity by completing the following:

1.2.1 Provide two (2) 7 ft. wide X 10 ft. long precast concrete “Unifloat” dock sections on main trunk-line of the dock.

1.2.2 Provide two (2) new 5 ft. x 24 ft. precast concrete “Unifloat” finger piers with new integral pile guide assemblies. Provide new finger piers with new marine hardware cleats, pile guides, and vinyl bumpers.

1.2.3 Provide timber waler system. Timber waler system consists of two (2) 3x10 SYP Pressure Treated

(PT) Lumber with predrilled holes and one (1) 2x10 SYP PT cover board rub-strip. Approximate Length of waler system replacement is 510 LF (~3400 board-ft total). The waler repair requires the replacement of approximately 460 galvanized steel through rods (3/4 in. dia. Spaced 12 in. oc.).

1.2.4 Provide seven (9) triangle frame assemblies. These are galvanized steel-framed corner braces with vinyl top surfaces that connect finger piers to the main dock trunk-line.

1.2.5 Remove and provide eight (8) existing steel splice and connector plates at intersecting finger piers.

1.2.6 Provide three (3) steel frame roller guide post assemblies and hardware on the southwest float. New connection bolts will be required.

1.2.7 Provide fifty (50) – 12” commercial heavy duty hot dipped galvanized mooring cleats and new connecting bolt(s) hardware.

1.2.8 Provide new vinyl fendering and corner bumpers at full perimeter of new walers (510 +/- LF).

1.2.9 Remove and provide three (3) shore power and water supply pedestals, using International Dock Products SPC-36-2T or equal. Utilize and modify existing conductors and plumbing supply lines to complete the install of the new pedestals

Existing guide piles will remain. There are no additional piles to be installed.

2 APPLICABLE DOCUMENTS. The following document are applicable to this Statement of Work:

2.1 Specifications Sections

Not used.

2.2 Drawings

NUWC annotated sketch SWD No. SWB-1 dated 20 MAR 2020.

3 ADMINISTRATIVE REQUIREMENTS

3.1 Period of Performance. Work shall be prosecuted diligently. Commencement, prosecution, and completion of the work shall be in accordance with Clause 52.211-10. Contractor is required to furnish proof of any cause for delay and must request an extension of the completion date in writing through the contracting officer.

3.2 Prevailing Wage. Contractors and subcontractors must pay workers at least the locally prevailing wages (including fringe benefits), listed in the Davis-Bacon wage determination in the contract, for the work performed.

3.3 Buy American Act. The Contractor shall use only domestic construction material in performing this contract, unless otherwise allowed by the Contracting Officer.

3.4 Contact List. Provide a list of contact personnel. The contact list must contain the names of key contractor and subcontractor points of contact, their title, addresses, and telephone numbers for use in the event of an emergency. Regularly update the contact list as work changes to ensure it’s current.

3.5 Contractor Access and Use of Premises

3.5.1. Activity Regulations. Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

3.5.2 ACCESS TO PREMISES

To gain access to NAVSTA Newport and NUWCDIVNPT grounds, contractors shall follow all instructions under paragraphs entitled VISIT AUTHORIZATION REQUEST and IDENTIFICATION CARDS/ BADGES. This will allow contractors to work on the grounds outside of buildings only.

For access to buildings, see paragraph labeled FACILITY ACCESS DETERMINATION.

3.5.3 VISIT AUTHORIZATION REQUEST (VAR)

A visit request is MANDATORY for all visitors to NUWCDIVNPT, regardless of the duration or classification of the visit. Access to NUWCDIVNPT will not be granted under any circumstances without a valid VAR on file.

Separate VAR need to be submitted for the site visit and contract performance.

Visitors shall submit a VAR via one of the below methods AT LEAST SEVEN (7) BUSINESS DAYS prior to the visit.

For more information about VAR, contact NUWCDIVNPT Visitor Control at:

nuwc_npt_access_control@navy.mil

JPAS VAR SUBMISSION

The preferred method to submit your VAR is through the Joint Personnel Adjudication System (JPAS).

All VAR must contain all information listed under paragraph labeled REQUIRED

INFORMATION FOR VAR.

JPAS Security Management Office (SMO) Code: 666045

SAFE VAR SUBMISSION

If you company does not have access to JPAS, the preferred way to submit a VAR is via the Department of Defense (DOD) Secure Access File Exchanges (SAFE) accessed at:

https://safe.apps.mil/.

All VAR must contain all information listed under paragraph labeled REQUIRED

INFORMATION FOR VAR.

Send VAR to the following: nuwc_npt_access_control@navy.mil

EMAIL VAR SUBMISSION

If your company does not have access to JPAS and DOD SAFE is offline, you may also submit a VAR via email.

NOTE: the VAR contains Personally Identifiable Information (PII) which should be protected. If you have the ability to password individual files, send two emails as follows:

(1) Send password protected form(s)

(2) Send password

All VAR must contain all information listed under paragraph 3.1.4 REQUIRED

INFORMATION FOR VAR.

Send VAR to the following: nuwc_npt_access_control@navy.mil

REQUIRED INFORMATION FOR VAR

Unless submitted via JPAS, VAR must be on COMPANY LETTERHEAD.

The contractor shall include all of the below information on each VAR submitted.

--Company/Organization Name, Address, Telephone, and FAX Number -- Commercial and Government Entity (CAGE) Code -- Visitor(s) Full Name (as it appears on State or Federal Government issued ID) --Visitor(s) Full Social Security Number -- Visitor(s) Date of Birth -- Visitor(s) Place of Birth (City & State)

- If born outside the United States you MUST provide a Naturalization Number or US Passport -- Visitor(s) Citizenship --Level of Clearance: UNCLASSIFIED --Specify which Identification (ID) card each visitor(s) have. See paragraph labeled ID

CARD.

--NUWCDIVNPT Point of Contact (Sponsor):

Leslie Brazil, leslie.brazil@navy.mil, (401) 832-2907 --Specific Date(s) of Visit:

--Purpose of Visit: Site Visit or Contract Performance --Contract Number:

N66604-20-Q-8010 for Site Visit N66604-20-P-8010 for Contract Performance --Authorized Signature

- Name, Title, Signature, and Date of Requesting Company/Organization Authorizing

Official (MUST be a US Citizen)

- Smaller companies that do not have a Security Officer to sign may use another Official or Secretary.

- Individuals SHALL NOT Sign their own request

NUWCDIVNPT VISITOR PASS

Once VAR is approved, visitors can pick up their Visitor Pass at NUWCDIVNPT Building 80 located at 80 Fleet Access Road, Newport, RI 02841. Visitor must present an ‘Acceptable Identification Document’ when picking up their Visitor Pass.

For more detail on ‘Acceptable Identification Documents’ contact NUWCDIVNPT Visitor Control at: nuwc_npt_access_control@navy.mil Visitor Passes for the site visit are only available and active the day of the site visit.

Visitor Passes for contract performance will be active for the period each individual requires access to the site, and will not be available for pick up until the beginning of that specified period.

3.5.4 IDENTIFICATION (ID) CARDS/BADGES

ID CARD

For contract performance, each visitor is REQUIRED to have one of the below forms of ID for access to NAVSTA Newport and NUWCDIVNPT.

This requirement DOES NOT apply to site visits.

(1) Common Access Card (CAC)

(2) Retired Military or dependent ID (Teslin) Card

(3) Defense Biometric Identification System (DBIDS) Card. See paragraph 3.2.2 DBIDS

CARD.

DBIDS CARD

Immediately following contract award, the contractor shall request additional details regarding DBIDS Card Requests from the following address:

nuwc_npt_access_control@navy.mil DBIDS Card Requests are made via SECNAV 5512 (APR 2014) / NSNPT (JUN 2019).

DBIDS Card Requests can take up to seven (7) business days to process, this does not include the date of request submission, the start date, weekends, or holiday (as listed in text G-242- H002).

Visitors must stop at NUWCDIVNPT Building 80 and get their NUWCDIVNPT Visitor Pass before going to NAVSTA Newport Pass and ID to get a DBIDS card.

The address for NUWCDIVNPT Building 80 is 80 Fleet Access Road, Newport, RI 02841 The address for NAVSTA Newport Pass and ID is 299 Cloyne Ct, Newport, RI 02840

SAFE DBIDS SUBMISSION

The preferred way to submit each DBIDS Card request form is via DOD SAFE.

Send form to NUWCDIVNPT Visitor Control at the following email:

nuwc_npt_access_control@navy.mil DOD SAFE can be accessed at: https://safe.apps.mil/

EMAIL DBIDS SUBMISSION

If DOD SAFE is offline, you may submit each DBIDS Card request form via email.

NOTE: the DBIDS Card Request form contains Personally Identifiable Information (PII) which should be protected. If you have the ability to password individual files, send two emails as follows:

(1) Send password protected form(s)

(2) Send password Send form to NUWCDIVNPT Visitor Control at the following email:

nuwc_npt_access_control@navy.mil

3.5.5 FACILITY ACCESS DETERMINATIONS (FAD)

In order to perform work unescorted within existing buildings, a FAD must be submitted. Contractors that do not submit a FAD but are vetted/cleared through the DBIDS process will receive a ‘Exterior Work Only’ pass, and will require a NUWCDIVNPT Government escort while inside buildings.

Please contact NUWCDIVNPT Visitor Control for additional information at the following email:

nuwc_npt_access_control@navy.mil

3.5.6 Photography. Unofficial photography is prohibited on NUWCDIVNPT. When required to record progress and existing conditions, a permit must be obtained from NUWC Security. Justification and camera details will be required. Coordinate permit application with NUWCDIVNPT Government Sponsor.

3.5.7 Computer Use. Non-NUWC Owned Computers are prohibited on NUWCDIVNPT. When required for daily reports, a permit must be obtained from the NUWC Information Security Manager. Based upon the use and justification, use of a computer may be permitted. Computers permitted onto NUWC are prohibited from using Wi- Fi and may not contain a camera. If internet access is required, the computer must connect using a cellular signal though a Wireless Internet card or smart phone. Coordinate permit application with NUWCDIVNPT Government Sponsor

3.5.8 Wi-Fi. The use of Wi-Fi is strictly prohibited on NUWCDIVNPT. Electronics with built in Wi-Fi must turn their Wi-Fi signals off prior to coming on board.

3.5.9 Radio Transmitter Restrictions. 2-way radios are prohibited on NUWCDIVNPT.

3.5.10 Hazards of Electromagnetic Radiation to Ordinance (HERO). Occasionally, areas of the base are subject to restrictions on radio frequency (RF) transmitters including cellphones and 2-way radios. Inadvertent use of RF transmitters in the vicinity of explosive operations could cause premature-actuation of explosive devices, resulting in ordnance equipment damage and/or personal injury. The Contracting Officer will monitor the status of HERO and notify the Contractor of restrictions. Typical restrictions include keeping Cell phones 50 feet away and Two-way radios and all other devices 200 feet away from explosive operations.

3.5.11 No Smoking Policy. Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. If needed, the Government will identify designated smoking areas.

3.5.12 Working Hours. At the preconstruction conference, establish a set of regular working hours consisting of an 8 1/2 hour period, between 7 a.m. and 5:30 p.m., Monday through Friday, excluding Government holidays. This will become the contractor’s regular working hours. Work outside regular working hours will require Contracting Officer approval.

3.5.13 Supervision. A Superintendent, Site Safety and Health Officer (SSHO), and Quality Control (QC) Manager is required for this project. These positions must be capable of reading, writing, and conversing fluently in the English language, and must be on the job-site at all times during the performance of contract work. The superintendent may also serve as the SSHO and as the QC manager.

3.5.14 Progress and Completion Pictures. Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color in JPEG file format showing the sequence and progress of work. Be sure to document conditions that will not be readily visible at the completion of work.

3.5.15 Temporary Utilities. Provide temporary utilities as required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standard.

3.5.16 Utility Cutovers and Interruptions. Utility cutovers and interruptions must be made outside of regular working hours and will require escort by a NUWCDIVNPT Government Employee.

4 SAFETY

4.1 Workplace Safety. Comply with EM 385-1-1, NFPA 70, NFPA 70E, NFPA 241, Federal and State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard prevails.

4.2 Personal Protective Equipment (PPE). Use of PPE is governed by the nature of the work the employee is performing. Use personal hearing protection at all times in designated noise hazardous areas or when performing noise hazardous tasks. Safety glasses must be worn or carried/available on each person. Mandatory PPE includes:

a. Hard Hat

b. Long Pants

c. Appropriate Safety Shoes

d. Appropriate Class Reflective Vests

4.3 Sanitation. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically remove waste to a commercial facility.

4.4 Activity Hazard Analysis (AHA). The principle purpose of an AHA is to reduce the overall risk of the hazards associated with construction work. Provide an AHA for every operation involving a type of work presenting hazards not experienced in previous project operations or where a new work crew or subcontractor is to perform work.

The analysis must identify and evaluate hazards and outline the proposed methods and techniques for the safe completion of each phase of work. At a minimum, define activity being performed, sequence of work, specific safety and health hazards anticipated (slip or trips, cuts, dust or chips in eyes), control measures (to include personal protective equipment) to eliminate or reduce each hazard to acceptable levels, equipment to be used (hand tools, backhoe), inspection requirements (list the inspect ion requirements for the activity to ensure the controls are working, an d equipment is inspected to ensure proper operation), training requirements for all involved (any unique training required to make the established controls work) and the competent person in charge of that phase of work.

The AHA shall be continuously reviewed and, when appropriate, modified to address changing site conditions or operations. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls. Activity Hazard Analysis shall be updated as necessary to provide an effective response to changing work conditions and activities

4.5 Accident Reporting. For recordable injuries and illnesses, and property damage accidents resulting in a least $2,000 in damages, the prime Contractor shall conduct an accident investigation to establish the root cause of the accident, complete the Navy Contractor Significant Incident Report (CSIR) and provide the report to the Contracting Officer within five calendar days of the accident. The Contracting Officer will provide copies of any required or special forms.

4.6 Accident Notification. Notify the Contracting Officer as soon as practical, but not later than four hours after any accident meeting the definition of recordable injuries or illnesses or high visibility accidents, property damage equal to or greater than $2,000. Information shall include Contractor name, contract title, type of contract, name of activity, installation or location where accident occurred, date and time of accident, names of personnel injured, extent of property damage (if any), extent of injury (if known) and brief description of accident (to include

Type of construction equipment used, PPE used, etc.). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on site and Government investigation is conducted.

4.7 Definition of Recordable Injury or Illness. Any work related injury or ill ness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

(2) Days away from work;

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness;

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) listed above.

4.8 Emergency Medical Treatment. Contractor shall arrange for their own emergency medical treatment.

The Government has no responsibility to provide emergency medical treatment.

4.9 Periodic Inspections. The work site may be inspected periodically for OSHA and Navy violations.

Abatement of violations will be the responsibility of the Contractor and/or the Government as determined by the Contracting Officer. The Contractor shall provide assistance to the Safety Office escort and the federal or state OSHA inspector if a complaint is filed. Any fines levied on the Contractor by federal or state OSHA offices due to safety/health violations shall be paid promptly.

If the Contractor fails or refuses to promptly comply with safety requirements, the Contracting Office may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop order shall be made the subject of claim for extension of time or for excess costs or damages to the Contractor.

The Safety Office will investigate all complaints of unsafe or unhealthful working conditions received from Contractor’s employees, federal civilian employees, or military personnel. The Safety Office will notify the Contracting Officer of the results of such investigations.

5 PERFORMANCE REQUIREMENTS

5.1 Submittals. Government approval is required for all submittals. Provide submittals electronically in PDF format, unless otherwise directed by the Contracting Officer. Bookmark files exceeding 30 pages to allow efficient navigation. Attach a cover transmittal sheet to be used to record approval or disapproval. The following submittals are required:

Contact List Accident Prevention Plan Crane Lift Plan Quality Control Plan Environmental Protection Plan Activity Hazard Analysis Construction Schedule Weekly Payrolls Dock System Shop Drawings and Material Lists Warranty Letter

5.2 Preconstruction Conference. Prior to the start of construction, the Contractor representatives who have a responsibility or significant role in accident prevention must attend the preconstruction conference. At the preconstruction conference, the Government and Contractor will develop a mutual understanding of schedule, the accident prevention plan, and administrative requirements. Work is not permitted to begin until all deficiencies in the accident prevention plan have been corrected and approved by the Contracting Officer.

5.3 Existing Work. In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

5.4 Occupancy of Premises. The existing dock will be not be occupied during performance of work. The waterfront operations group will provide the contractor with a suitable work laydown area. Cooperate with the waterfront operations group for access to the Stillwater Basin and working within their operational space. When working in Stillwater Basin, the contractor must be escorted by a NUWCDIVNPT Government Employee.

5.5 Demolition. Remove two (2) damaged 5 ft. by 24 ft. precast concrete finger piers. Remove two (2) damaged 7 ft. x 10 ft. “Unifloat” precast concrete sections. Remove damaged and compromised timber waler system and existing steel tie through rods. Remove damaged steel triangle brace sections. Remove shore power and water supply pedastals. Remove steel frame roller guide post assemblies. Dispose of the material off Government property in an approved manner.

5.6 Asbestos Abatement. Not Used.

5.7 Metals. Provide 3/4 in. galvanized tie rods with galvanized nuts and plate washers. All steel products and hardware shall be hot dipped galvanized.

5.8 Wood. Timber shall be Southern Yellow Pine Grade 1, pressure treated. Holes shall be pre-drilled.

5.9 Precast Concrete Dock Float Sections. Precast concrete modules shall maintain the following minimum specifications: Float to be manufactured with 1.5 in. minimal sidewall, endwall and bottoms, with 2 in.

minimal deck thickness. Concrete shall be a minimum 4000 psi 28-day minimum compressive strength.

Core material is a type I closed-cell expanded polystyrene encased inside the concrete shell.

Float reinforcing to be epoxy coated rebar in deck with HDG wire welded mesh. Epoxy coated rebar to be used in sidewalls, endwalls and bottom as needed. 3/4 in. PVC sleeves will be installed a minimum of 5.75 in. in from each end and a minimum of 12 in. on center across the float for thru rods.

The concrete floats shall maintain a freeboard of 17", plus or minus 1".

Finger pier assemblies shall be full length and shall be provided with pre-installed timber walers, cleats, and pile guides.

5.10 Marine Hardware. Dock marine hardware, include cleats, bolts, screws, plates, and pile guides shall be hot dip galvanized.

6 PROJECT CLOSEOUT

6.1 Cleanup. Leave premises "broom clean." Use only nonhazardous cleaning materials, including natural cleaning materials, in the final cleanup. Sweep paved areas and rake clean landscaped areas. Remove waste and surplus materials, rubbish and construction facilities from the site.

6.2 Documentation. Within one month of the completion of work, turn in progress and completion photos, as-built drawings, operation and maintenance manuals, and all other related project documentation.

6.3 Warranty. Provide a Warranty Letter guaranteeing the Contractor’s responsibility to remedy, at the Contractor’s expense, any damage to Government-owned or controlled property when the damage is the result of the Contractor’s failure to conform to contract requirements or defective equipment, material, or workmanship. The construction warranty period will begin on the date of project acceptance and continue for one full year. The contractor shall respond to warranty items within 48 hours of being notified.

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 75 dys. ADC 1 NAVAL STATION NEWPORT, N66604

RECEIVING OFFICER

SEE STATEMENT OF WORK

--- RI

401-841-3827 FOB: Destination

N66604

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 75 days after the contract award date. The time stated for completion shall include final cleanup of the premises.

(End of clause)

Section G - Contract Administration Data

252.204-7006 BILLING INSTRUCTIONS (OCT 2005)

When submitting a request for payment, the Contractor shall--

(a) Identify the contract line item(s) on the payment request that reasonably reflect contract work performance; and

(b) Separately identify a payment amount for each contract line item included in the payment request.

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (DEC 2018)

(a) Definitions. As used in this clause—

“Department of Defense Activity Address Code (DoDAAC)” is a six position code that uniquely identifies a unit, activity, or organization.

“Document type” means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

“Local processing office (LPO)” is the office responsible for payment certification when payment certification is done external to the entitlement system.

“Payment request” and “receiving report” are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232- 7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall—

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items—

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

__________________________N/A__________________________________

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

Invoice & Receiving Report (Combo)

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial item financing, submit a commercial item financing request.

(2) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

[Note: The Contractor may use a WAWF “combo” document type to create some combinations of invoice and receiving report in one step.]

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC N62846

Issue By DoDAAC N66604

Admin DoDAAC** N66604

Inspect By DoDAAC N66604

Ship To Code N/A

Ship From Code N/A

Mark For Code N/A

Service Approver (DoDAAC) N/A

Service Acceptor (DoDAAC) N/A

Accept at Other DoDAAC N/A

LPO DoDAAC N/A

DCAA Auditor DoDAAC N/A

Other DoDAAC(s) N/A

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity’s WAWF point of contact.

Jerry Palmer, gerard.palmer@navy.mil or NAVSEA HQ WAWF Helpdesk: WAWFHQ@navy.mil

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

G-232-H002 PAYMENT INSTRUCTIONS AND CONTRACT TYPE SUMMARY FOR PAYMENT

OFFICE (NAVSEA) (JUN 2018)

(a) The following table of payment office allocation methods applies to the extent indicated.

For Government Use Only

Contract/Order Payment Clause

Type of Payment Request

Su pp ly

Se rv ic e

C on st ru ct io n

Payment Office Allocation Method

52.212-4 (Alt I), Contract Terms and Conditions— Commercial Items 52.216-7, Allowable Cost and Payment 52.232-7, Payments under Time-and-Materials and Labor-Hour Contracts

Cost Voucher X X N/A Line item specific proration. If there is more than one ACRN within a deliverable line or deliverable subline item, the funds will be allocated in the same proportion as the amount of funding currently unliquidated for each ACRN on the deliverable line or deliverable subline item for which payment is requested.

52.232-1, Payments Navy Shipbuilding Invoice (Fixed Price)

X N/A N/A Line Item specific by fiscal year. If there is more than one ACRN within a deliverable line or deliverable subline item, the funds will be allocated using the oldest funds. In the event of a deliverable line or deliverable subline item with two ACRNs with the same fiscal year, those amounts will be prorated to the available unliquidated funds for that year.

52.232-1, Payments;

52.232-2, Payments under Fixed-Price Research and Development Contracts;

52.232-3, Payments under Personal Services Contracts;

52.232-4, Payments under Transportation Contracts and Transportation-Related Services Contracts; and 52.232-6, Payments under Communication Service Contracts with Common Carriers

Invoice X X N/A Line Item Specific proration. If there is more than one ACRN within a deliverable line or deliverable subline item, the funds will be allocated in the same proportion as the amount of funding currently unliquidated for each ACRN on the deliverable line or deliverable subline item for which payment is requested.

Contract/Order Payment Clause

Type of Payment Request

Su pp ly

Se rv ic e

C on st ru ct io n

Payment Office Allocation Method

52.232-5, Payments Under Fixed-Price Construction Contracts

Construction Payment Invoice

N/A N/A X Line Item specific by fiscal year. If there is more than one ACRN within a deliverable line or deliverable subline item, the funds will be allocated using the oldest funds. In the event of a deliverable line or deliverable subline item with two ACRNs with the same fiscal year, those amounts will be prorated to the available unliquidated funds for that year.

52.232-16, Progress Payments

Progress Payment*

X X N/A Contract-wide proration. Funds shall be allocated in the same proportion as the amount of funding currently unliquidated for each ACRN. Progress Payments are considered contract level financing, and the “contract price” shall reflect the fixed price portion of the contract per FAR 32.501-3.

52.232-29, Terms for Financing of Purchases of Commercial Items;

52.232-30, Installment Payments for Commercial Items

Commercial Item Financing*

X X N/A Specified in approved payment. The contracting officer shall specify the amount to be paid and the account(s) to be charged for each payment approval in accordance with FAR 32.207(b)(2) and 32.1007(b)(2).

52.232-32, Performance- Based Payments

Performance- Based Payments*

X X N/A Specified in approved payment. The contracting officer shall specify the amount to be paid and the account(s) to be charged for each payment approval in accordance with FAR 32.207(b)(2) and 32.1007(b)(2).

252.232-7002, Progress Payments for Foreign Military Sales Acquisitions

Progress Payment*

X X N/A Allocate costs among line items and countries in a manner acceptable to the Administrative Contracting Officer.

*Liquidation of Financing Payments. Liquidation will be applied by the payment office against those ACRNs which are identified by the payment instructions for the delivery payment and in keeping with the liquidation provision of the applicable contract financing clause (i.e., progress payment, performance-based payment, or commercial item financing).

(b) This procurement contains the following contract type(s):

Item Type*

0001 FP

*FP – Fixed Price

(End of text)

G-242-H001 GOVERNMENT CONTRACT ADMINISTRATION POINTS-OF-CONTACT AND

RESPONSIBILITIES (NAVSEA) (OCT 2018)

(a) The Government reserves the right to administratively substitute any of the points of contact listed below at any time.

(b) The contracting officer is the only person authorized to change this contract or orders issued thereunder. The Contractor shall not comply with any order, direction or request of Government personnel - that would constitute a change - unless it is issued in writing and signed by the Contracting Officer or is pursuant to specific authority otherwise included as part of this contract. If, in the opinion of the contractor, an effort outside the existing scope of this contract is requested, the contractor shall promptly comply with the Notification of Changes clause of this contract.

(c) The Contracts points of contact are as follows:

(i) The Procuring Contracting Officer (PCO) is:

Leslie Brazil, Code 0232 Naval Undersea Warfare Center Division Newport Newport, RI 02841 Leslie.brazil@navy.mil 401.832.2907

(ii) The Contract Specialist is: See (i) Above

(d) The Technical Point of Contact (TPOC) is the contracting officer’s representative for technical matters when a COR is not appointed. The TPOC is responsible for technical issues of contract administration, such as providing all items of Government Furnished Information (GFI), Government Furnished Material (GFM) and Government Furnished Equipment (GFE) if specified in the contract as well as the inspection and acceptance of all contract deliverables.

The Technical Point of Contact (TPOC) is: TO BE SPECIFIED AT AWARD Name: [ * ] Address: [ *Street ] [ *City, State, Zip ] Phone: (Area Code) xxx- [xxxx]; FAX: (Area Code) xxx- [xxxx] E-mail: [ * ]

(e) The Alternate Technical Point of Contact (ATPOC) is responsible for TPOC responsibilities and functions in the event that the TPOC is unavailable due to leave, illness, or other official business.

The Alternate Technical Point of Contact (ATPOC) is: TO BE SPECIFIED AT AWARD

Address:

[ *City, State, Zip ]

(f) The Competition Advocate will review complaints from the contractors and ensure that all contractors are afforded a fair opportunity to be considered, consistent with the procedures in the contract.

The Competition Advocate is:

Stephen Lamb, Code 02 Naval Undersea Warfare Center Division Newport

Newport, RI 02841 401.832.8526;

Stephen.a.lamb1@navy.mil

(g) The Contractor's point of contact for performance under this contract is: (Contractor To Complete)

Title: [ * ] Address:

[ *Street ] [ *City, State, Zip ]

[ * ] To be completed at contract award

(End of text)

Section H - Special Contract Requirements

WAGE DECISION

"General Decision Number: RI20200001 06/19/2020

Superseded General Decision Number: RI20190001

State: Rhode Island

Construction Types: Building, Heavy (Heavy and Marine) and Highway

Counties: Rhode Island Statewide.

BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories) HEAVY, HIGHWAY AND MARINE

CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2020 1 01/24/2020 2 02/21/2020 3 03/06/2020 4 03/13/2020 5 05/01/2020 6 05/22/2020 7 06/05/2020 8 06/19/2020

ASBE0006-006 12/01/2019

Rates Fringes

HAZARDOUS MATERIAL HANDLER

(Includes preparation, wetting, stripping, removal scrapping, vacuuming, bagging & disposing of all insulation materials, whether they contain asbestos or not, from mechanical systems)..............$ 36.60 22.40

ASBE0006-008 09/01/2019

Rates Fringes

Asbestos Worker/Insulator Includes application of all insulating materials, protective coverings, coatings & finishes to all types of mechanical systems.$ 43.60 29.90

BOIL0029-001 01/01/2017

Rates Fringes

BOILERMAKER......................$ 42.42 24.92

BRRI0003-001 06/01/2020

Rates Fringes

Bricklayer, Stonemason, Pointer, Caulker & Cleaner.......$ 42.55 28.02

BRRI0003-002 03/01/2020

Rates Fringes

Marble Setter, Terrazzo Worker & Tile Setter.............$ 40.78 28.92

BRRI0003-003 03/01/2020

Rates Fringes

Marble, Tile & Terrazzo Finisher.........................$ 34.10 27.88

CARP0330-001 09/01/2019

CARPENTER (Includes Soft Floor Layer).....................$ 38.48 28.60 Diver Tender.....................$ 36.28 27.15

DIVER............................$ 49.28 28.50

Piledriver.......................$ 37.13 28.45

WELDER...........................$ 39.48 28.60

FOOTNOTES:

When not diving or tending the diver, the diver and diver tender shall receive the piledriver rate. Diver tenders shall receive $1.00 per hour above the pile driver rate when tending the diver.

Work on free-standing stacks, concrete silos & public utility electrical power houses, which are over 35 ft. in height when constructed: $.50 per hour additional.

Work on exterior concrete shear wall gang forms, 45 ft. or more above ground elevation or on setback: $.50 per hour additional.

The designated piledriver, known as the ""monkey"": $1.00 per hour additional.

CARP1121-002 01/06/2020

Rates Fringes

MILLWRIGHT.......................$ 39.07 29.15

ELEC0099-002 06/01/2020

Rates Fringes

ELECTRICIAN......................$ 41.61 57.24%

Teledata System Installer........$ 31.21 13.10%+14.93

FOOTNOTES:

Work of a hazardous nature, or where the work height is 30

ft. or more from the floor, except when working OSHA-approved lifts: 20% per hour additional.

Work in tunnels below ground level in combined sewer outfall:

20% per hour additional.

ELEV0039-001 01/01/2020

Rates Fringes

ELEVATOR MECHANIC................$ 53.25 34.765+a+b

FOOTNOTES:

A. PAID HOLIDAYS: New Years Day; Memorial Day; Independence Day; Labor Day; Veterans' Day; Thanksgiving Day; the Friday after Thanksgiving Day; and Christmas Day.

B. Employer contributes 8% basic hourly rate for 5 years or more of service of 6% basic hourly rate for 6 months to 5 years of service as vacation pay credit.

ENGI0057-001 06/01/2020

Rates Fringes

Operating Engineer: (power plants, sewer treatment plants, pumping stations, tunnels, caissons, piers, docks, bridges, wind turbines, subterranean & other marine and heavy construction work) GROUP 1.....................$ 42.55 26.95+a GROUP 2.....................$ 40.55 26.95+a GROUP 3.....................$ 36.17 26.95+a GROUP 4.....................$ 33.32 26.95+a GROUP 5.....................$ 39.60 26.95+a GROUP 6.....................$ 30.40 26.95+a GROUP 7.....................$ 24.40 26.95+a GROUP 8.....................$ 36.25 26.95+a GROUP 9.....................$ 40.17 26.95+a

a. BOOM LENGTHS, INCLUDING JIBS:

150 feet and over + $ 2.00 180 feet and over + $ 3.00 210 feet and over + $ 4.00 240 feet and over + $ 5.00 270 feet and over + $ 7.00 300 feet and over + $ 8.00 350 feet and over + $ 9.00 400 feet and over + $10.00

a. PAID HOLIDAYS:

New Year's Day, President's Day, Memorial Day, July Fourth, Victory Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, Christmas Day. a: Any employee who works 3 days in the week in which a holiday falls shall be paid for the holiday.

a. FOOTNOTES:

Hazmat work: $2.00 per hour additional.

Tunnel/Shaft work: $5.00 per hour additional.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Cranes, lighters, boom trucks and derricks

GROUP 2: Digging machine, Ross Carrier, locomotive, hoist, elevator, bidwell-type machine, shot & water blasting machine, paver, spreader, graders, front end loader (3 yds.

and over), vibratory hammer & vacuum truck, roadheaders, forklifts, economobile type equipment, tunnel boring machines, concrete pump and on site…