N4008519R9255-0015 combined.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

See Continuation Sheet.

For Phase II Offerors in receipt of an Evaluation Notice dated 19 August 2020, revised proposals are due 1 September 2020, 2pm local time, in accordance w ith the Evaluation Notice.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 19-Aug-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008519R9255

X 9B. DATED (SEE ITEM 11)

19-Dec-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Aug-2020

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008519R9255

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0015

The purpose of this amendment is to:

1. Revise P1533 PMO Part 3.7 1533 PMO - Chapter 3.

2. Revise Part 3.7 1533 PMO - Chapter 6 ESR, G101001 Clearing and Tree Removal.

3. Revise for all projects Part 3 - Chapter 3 Site Analysis.

4. Revise response to PPI # 29.

5. Revise Part 3.4 P1506, Chapter 2.6 Special Design.

6. Revise Part 2.3 Project Specific Priorities Mechanical room diagram bullet about boiler rooms.

7. Revise Part 3.1 P883, Chapter 5a Room Requirements, Outdoor Seating Area, page 29, ceiling height requirement.

8. Revise Part 3.1 P883, Chapter 5a Room Requirements, Outdoor Seating Area, page 29, Roll-Up Door.

9. Revise Part 3.5 P1518 Fire Station, Chapter 5 Room Requirements, Vehicle Maintenance Bay.

10. Revise Part 3.3 P1312, Chapter 6 ESR D503005 Security Systems.

11. Revise Part 3.1 P833 Mess Hall, Chapter 4 Room Requirements, 4.1.b Space Tabulations.

12. Revise for all projects, Part 3, Chapter 4 Building Requirements, 4.3 Exterior Character.

13. Revise Part 3.1 P833 Mess Hall, Chapter 3.1.2.1 Demolition.

14. Revise Part 2, Specification 01 14 00.05 20 Work Restrictions, 1.2.b Special Scheduling Requirements.

15. Revise Spec Part 3.2, Chapter 5 Room Requirements Fire Stations and Part 3.2 Chapter 6, ESR E10 for

P1203 and P1518.

16. Revise Solicitation Part 1.2 General Overview of the Contract to replace project descriptions.

17. Revise Part 6, Chapter B.3 Site Plan Bubble Diagrams, TFF 5 – Site Bubble Diagram for P1519 LSSS.

18. Revise response to PPI # 34.

19. Revise Camp Lejeune Base Access

20. Provide a revised Attachment H – Proposed Project Duration.

21. Incorporate General Decision Number NC20200038 8/14/2020, Modification 1

1. P1533 PMO site has already been harvested for timber. Revise Part 3.7 1533 PMO- Chapter 3 as follows:

Chapter 3.0 Site Analysis, 3rd sentence to read “The site is currently undeveloped and heavily wooded with wetlands present around the northern and eastern perimeter.” Remove “heavily wooded”.

Subpart 3.1.1 Existing Site Conditions Site Context GIS information provided by Camp Lejeune, aerial photographs, and a site visit were all used as a basis for the site analysis. The project site is currently unoccupied and almost completely wooded.

Subpart 3.1.2.1 Demolition Site The existing site is undeveloped and currently wooded and will need to be cleared and grubbed. The Camp Lejeune Forest Management Program has first right of refusal for all merchantable timber on Camp Lejeune. Refer to Part 3, Chapter 6, G101001 for more information and detail on site clearing.

An existing 12” water main traverses the site and may require partial demolition and relocation to accommodate the site development. Refer to Section 3.1.2.4 for more information regarding the water main.

2. Revise Part 3.7 1533 PMO- Chapter 6 ESR, G101001 Clearing and Tree Removal as follows:

G101001 CLEARING

Preserve trees within the limits of construction to the maximum extent possible. Preserve trees at the perimeter of the project site.

The project site does have saleable timber.

The Camp Lejeune Forest Management Program has first right of refusal for all merchantable timber on Camp Lejeune. If the first right of refusal is not waived, the Government will, by separate Contract, harvest saleable timber from the project site. Design Build Contractor must clear and dispose of remaining timber, limbs, tops, stumps, tree tops, and logging slash debris.

If the first right of refusal is waived, timber on the project site noted for clearing and grubbing will become the property of the Design Build Contractor. Remove all timber from the project site and dispose of it off installation. See G101002 TREE REMOVAL.

Provide MCB Camp Lejeune Forest Management final government approved clearing limits for Timber Management determination on merchantable timber first right of refusal before commencement of site construction work. Provide geospatial data shape file per Part 6 Chapter A MCIEAST Specs for geospatial data deliverables. See GIS DATA DELIVERABLES Section 01 78

30.00 22 in Part 2 – General Requirements.

3. For all projects Part 3 - Chapter 3 Site Analysis- add “MCBCL requires a 50-foot wetland buffer for any new construction. Requests for deviations are subject to review by the base NEPA Program Manager on a case by case basis.”

4. Response to PPI # 29 (Amendment 12) delete the last item “P1533 PMO- 348 occupants”. See response to

PPI # 160 for the revised occupant load for P1533 PMO.

5. Revise Part 3.4 P1506, Chapter 2.6 Special Design as follows:

The separate storage building (building H33) located on the site will not be demolished and is to remain. Access must be maintained to building H33 throughout construction. H33 access by the building tenant will no longer be required during construction. More information can be found in Part 3, Chapter 3 (Site Analysis) as well as Part 6, Chapter B (B.3 Site Plan Bubble Diagrams).

6. Per UFC 03 410 01 HVAC Systems 4-2.4.6 Equipment Rooms, revise Part 2.3 Project Specific Priorities

Mechanical room diagram bullet about boiler rooms to read:

“Provide a separate room for boilers. Access doors can be either must be from the exterior. or Additional access from the interior is preferred.”

7. Part 3.1 P883, Chapter 5a Room Requirements, Outdoor Seating Area, page 29, delete ceiling height requirement. There is not ceiling or covered roof at this area.

8. Part 3.1 P883, Chapter 5a Room Requirements, Outdoor Seating Area, page 29, delete B203004 Roll-Up Door.

9. Part 3.5 P1518 Fire Station, Chapter 5 Room Requirements, Vehicle Maintenance Bay remove Uniformat System D102002 and replace with E103004.

10. Part 3.3 P1312, Chapter 6 ESR D503005 Security Systems, add “This facility does not have CCTV or access control system (ACS).”

11. Part 3.1 P833 Mess Hall, Chapter 4 Room Requirements, 4.1.b Space Tabulations, remove the quantities under Unit SF and Total SF and SQM and replace with:

180,000 SF Total SF 16,723 Total SQM

12. For all projects, Part 3, Chapter 4 Building Requirements, 4.3 Exterior Character add “Provide a mock-up panel to show the color, texture, workmanship of the exterior building wall precast panels and brick.

Provide one for each type of material being used, i.e. watertable, thin brick, brick veneer and colored textured precast and show the transition to different materials. Show mortar and joint type. These panels are to be a minimum of 48” x 48” and erected onsite in a vertical display.”

13. Part 3.1 P833 Mess Hall, Chapter 3.1.2.1 Demolition, replace the 5th sentence with:

“Buildings 411 and 411C are is to remain throughout the construction of the new facility and are to be demolished only after construction is complete and the new facility is occupied.”

14. Part 2, Specification 01 14 00.05 20 Work Restrictions, 1.2.b Special Scheduling Requirements, add the following: ”Any demolition indicated to be part of the Base Bid, is required to be demolished before new building construction can begin.”

15. Revise Fire Stations P1203 and P1518 per the following. Each fire station will include (1) 5-ton lift. Contractor to coordinate appropriate bay with government.

a. P1203

Part 3.2, Chapter 5 Room Requirements- Apparatus Bay:

ADD category code E103004, Hoist- 5-ton electric winch/Hoist, Controls to be suspended from ceiling (not wall mounted) ADD category code D50, (2) cord reels per bay, bay to include (2) 15A. Provide dedicated circuit for hoist connection (E103004)

Part 3.2 Chapter 6, ESR E10- E103004 Automotive Shop Equipment- REVISE Overhead Lift Crane to a 5-ton lift

b. P1518 Part 3.5, Chapter 5 Room Requirements- Vehicle Maintenance Bay DELETE D102002 and ADD category code E103004, Hoist- 5-ton electric winch/Hoist, Controls to be suspended from ceiling (not wall mounted) ADD category code D50, Provide dedicated circuit for hoist connection (E103004)

Part 3.5 Chapter 6, ESR E10- ADD ESR E103004 Automotive Shop Equipment- Overhead Lift/Crane (Maximum 5 ton)

16. Solicitation, Offer and Award, DELETE Part 1.2 General Overview of the Contract and REPLACE with the following:

The general intent of this solicitation is to award a Fixed Price Construction Contract for design-build (DB) projects in Hurricane Florence Recovery Package 5 at Marine Corps Base (MCB) Camp Lejeune, North Carolina (NC). Package 5 consists of MCES Applied Instruction Facility Replacement (P1312F), Hadnot Point Mess Hall Replacement (P883F), Courthouse Bay Fire Station Replacement (P1203F), Replace NCIS Facilities (P1506F), Fire Station Replacement, Hadnot Point (P1518F), and LSSS Facility Replacement (P1519F), and PMO Facility Replacement (P1533F).

P833 Hadnot Point Mess Hall The work includes design and construction of a new 26,850 SF low-rise 480 seat dining facility and a new 180,000 SF parking structure to accommodate 500 personal vehicles. The dining facility will be sited to allow for convenient food drive up window and a separate walk-up convenient food pickup window while providing safety and separation between pedestrians and vehicles.

P1203 Courthouse Bay Fire Station

Construct a 15,446 SF one-story structural satellite Fire Station at Courthouse Bay in accordance with UFC 4-730-10, Fire Stations. This facility will include administrative spaces, storage, alarm communication center, living quarters, recreation/dining, laundry, inspectors, training and vehicle maintenance/storage bays. The fire station will include 6 drive-thru apparatus bays.

P1312 Engineering School Applied Instruction Facility The 78,173 SF Marine Corps Engineer School delivers approved engineer focused programs of instruction at the entry and supervisory levels in order to prepare officer and enlisted engineers for duty with the Operating Force. Additionally, MCES serves as service lead for Defeat the Device Counter Improvised Explosive Device training (DtD C-IED). MCES serves as a center of expertise in engineer education, training, doctrine and requirements development within the Doctrine, Organization, Training, Material, Leadership and Education, Personnel, and Facilities process in support of the Operating Force, Training and Education Command (TECOM), Training Command (TRNGCMD), Marine Air-Ground Tack Force Training Center, the Engineer Advocate and Proponents at Headquarters Marine Corps (HQMC), Marine Corps Systems Command, Marine Corps Warfighting Laboratory, Combat Development and Integration and other services and agencies.

P1506 NCIS Replacement Facility Construct a 20,345 SF two story Administrative Facility. The facility shall be constructed per Part 3 Chapter 6 Engineering System Requirements (ESR’s). The new facility is required for administrative personnel for US Naval Criminal Investigative Field Office Carolinas (NCIS CAFO). This office coordinates and conducts criminal investigations within the geographical area of responsibility for Camp Lejeune, NC (CALE); Cherry Point, NC (CACP); Charleston, SC (CACS) and Paris Island, SC (CAPI) in conjunction with Naval Criminal Investigative Service (NCIS). CALE requires administrative offices for investigative functions.

P1518 Hadnot Point Fire Station Construct a 17,588 SF one-story structural headquarters Fire Station at Hadnot Bay in accordance with UFC 4- 730-10, Fire Stations. This facility will include, administrative spaces, storage, alarm communication center, living quarters, recreation/dining, laundry, and vehicle maintenance/storage bays. The fire station will include 5 drive-thru apparatus bays and a single vehicle maintenance bay.

P1519 Legal Services Support Section Construct a 29,116 SF two-story Legal Services Support Section (LSSS) Facility per Part 3 Chapter 6 Engineering System Requirements (ESR’s). The facility includes administrative and support space necessary to conduct the day-to-day operations of LSSS. LSSS will house Naval Legal Service Offices (NLSO), Regional Legal Service Offices (RLSO), Judiciary Offices, and Claims Centers which provides comprehensive legal services to command and individual clients. These services include safe and secure trials by court-martial, administrative discharge proceedings and other personnel actions, adjudication of claims, legal assistance, and command advice.

P1533 Provost Marshall Office Construct a 48,362 SF two-story Provost Marshall Office (PMO) Facility per Part 3 Chapter 6 Engineering System Requirements (ESR’s). The PMO will support the military and civilian police forces aboard Camp Lejeune. The security building, which houses the shore patrol and military or civilian police forces, may vary in use from a standard police station to a large security department providing counter-terrorism functions and investigative services. The PMO facility will house several departments such as Administration, Physical Security, Operations, Traffic Investigation, Training, Headquarters, Criminal Investigation Division (CID), Special Reaction Team (SRT), E911 Dispatch, Special Emergency Operations Center (SEOC), Motor-Transport Section, and an Armory.

17. P1519 LSSS

Part 6, Chapter B.3 Site Plan Bubble Diagrams, TFF 5 – Site Bubble Diagram – P1519 DELETE current diagram from RFP and replace with new Attachment “P1519 Site Bubble Diagram

Revised”.

This updated Site diagram responds to PPI #107. Additional space for parking is allocated in diagram.

In regard to PPI #105, the intent is to align the LSSS building to the adjacent building to the southwest on Holcomb Blvd. Due to space restrictions, LSSS may shift a maximum of 34’-0” towards Holcomb Blvd., within all other setback requirements.

18. REVISE the response to PPI 34, issued in Amendment 0010 to be as follows. New text is in red.

Pre-cast and tilt-up exterior enclosures will be allowed in lieu of brick cavity wall assembly over CMU backup. Allowable exterior finishes for brick include modular sized thin brick and face brick masonry veneer. For precast concrete water tables, However, acceptable appearance must follow guidelines established by the “Architectural Precast Concrete Color and Texture Selection Guide" (https://www.pci.org/ColorTextureGuide). Form liners or inserts must provide a textured surface and color finish complimentary to standard modular red-flashed wire cut or common brick AND white or gray split faced CMU; reference MCBCL BEAP for MILCON project district guidelines. Precast concrete water table finishing methods may include, but not limited to: prescribed manufacturer recommendations such as sandblasted, retarded, acid etched, etcetera. All proposed finishing methods MUST BE APPROVED by the MCBCL Architectural Review Board (ARB) prior to selection; it is crucial that the ARB provide analysis and recommendations during design in order to preclude the use of unacceptable methods and materials during the construction phase. Material and finish samples must be provided to the ARB prior to final approval.

19. Camp Lejeune Base Access - DELETE Solicitation, Offer and Award, Section 00 30 00 Base Access (page 24 of 53). ADD - Follow the guidance for Camp Lejeune Base Access from Base Security website:

https://Lejeune.marines.mil/Base-Access/

20. Revised Attachment H: Proposed Project Durations is provided as an Attachment to this amendment.

21. Incorporate General Decision Number NC20200038 8/14/2020, Modification 1

General Decision Number: NC20200038 08/14/2020

Superseded General Decision Number: NC20190038

State: North Carolina

Construction Type: Building

County: Onslow County in North Carolina.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

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 08/14/2020

* IRON0848-005 07/01/2020

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 26.00 15.80

* PLUM0421-003 07/01/2019

Rates Fringes

PIPEFITTER.......................$ 28.50 12.41

SUNC2011-019 08/24/2011

Rates Fringes

BRICKLAYER.......................$ 19.00 0.00

CARPENTER (Drywall Hanging Only)............................$ 13.83 0.00

CARPENTER (Form Work Only).......$ 13.38 1.80

CARPENTER, Excludes Drywall Hanging, and Form Work...........$ 16.39 4.26

CEMENT MASON/CONCRETE FINISHER...$ 15.80 0.00

ELECTRICIAN......................$ 20.64 6.68

HVAC MECHANIC (HVAC Duct Installation Only)...............$ 17.37 1.82

LABORER: Common or General......$ 11.13 0.32

LABORER: Landscape & Irrigation.......................$ 9.13 0.28

LABORER: Pipelayer..............$ 13.35 2.80

LABORER: Mason Tender-Brick/Cement/Concrete.....$ 12.00 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 18.47 2.41

OPERATOR: Bulldozer.............$ 16.00 1.87

OPERATOR: Crane.................$ 19.77 4.48

OPERATOR: Forklift..............$ 13.86 0.00

OPERATOR: Grader/Blade..........$ 15.72 1.49

OPERATOR: Loader................$ 16.17 0.25

PAINTER: Brush, Roller and Spray............................$ 12.35 0.00

PLUMBER..........................$ 18.48 3.93

ROOFER...........................$ 11.75 1.06

SHEET METAL WORKER, Excludes HVAC Duct Installation...........$ 15.81 1.40

TRUCK DRIVER.....................$ 13.38 1.48

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors 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, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

(End of Summary of Changes)

HURRICANE FLORENCE RECOVERY SUPPORT FY20 PKG 5

AND APPLIED INSTRUCTION FACILITIES AT MCB CAMP LEJEUNE Sol. # N4008519R9525

P1203 COURTHOUSE BAY FIRE STATION

PART 3 – CHAPTER 5 – Page 4

APPARATUS BAY

Space Characteristics

Function/Adjacencies: The Apparatus Bays house the fire protection vehicles. Drive-through bays are required Each bay of the Apparatus Room must include the required support utilities (drops) for vehicles such as exhaust, compressed air, hot and cold water, lighting, and power.

Special Dimensions: Ideal Plan Dimensions: See UFC 4-730-10, Appendix D, Figures, for samples of how the apparatus bay lays out, Minimum Ceiling Height: 14 ft. (4.26 m).

Apparatus bays are minimum 18’wide.

Acoustics: Per UFC 4-730-10 Paragraph 3-5.1

Access: Staff

Number of Occupants:

Other/special requirements: Ensure both the internal floor slope and the approach drive slope allow the fire protection vehicles to transition into and out of the Apparatus Bay without bottoming-out or without impeding driver sightlines.

Uniformat System

Description Specific Requirements

B2030 Exterior doors

Provide 14 ft. by 14 ft. apparatus bay doors with electric eye and automatic reverse device.

Provide manual means to open doors in case of power failure. Provide doors with radio-operated closing devices that can be activated from the vehicle.

Additive Option: Provide 14 ft. by 14 ft. Bi-Fold Apparatus doors at vehicle exit doors only with electric eye and automatic reverse device

C3020 Floor Finishes Sealed concrete to have textured finish. Provide safety striping on floor.

D20 Plumbing

Provide minimum 3-in- (75-mm-) diameter water service with 2.5-in.- (62-mm-) diameter National Standard Threads ball-valve outlet to each vehicle.

Provide standard hot and cold water hose bibb for every two truck bays.

Provide compressed air system on self-retracting lines at each vehicle bay.

D2010 Plumbing Provide emergency combination shower eyewash stations with tepid water. Emergency shower and eyewash station must meet the latest edition of ANSI/ISEA Z358.1 Provide foot-operated minimum 24”x24” mop sink.

D2030 Plumbing Provide floor trench drains parallel to the centerline of each vehicle.

D2090 Plumbing Provide oil/water separator with sand compartment and effluent pumps as required to serve trench drains.

D30 HVAC

Provide snorkel exhaust reels serving the fire trucks as required. Exhaust pipe grabber to be magnetic type.

D30 HVAC

Provide engine exhaust removal air filtration systems as required. Pending: HVAC system selection depends on results of life cycle cost analysis (being performed by Jacobs).

D30 HVAC Provide large industrial ceiling fans for air circulation as required.

D50 Power (2) cord reels per bay, bay to include (2) 15A.

Provide dedicated circuit for hoist connection (E103004)

D5020 Power Lighting and Branch Wiring

In addition to the 20 amp cord reels that are required in each bay per FC 4-730-10N provide an additional four 30 amp cord reels to power the ambulance and emergency response vehicles. Coordinate location with User. Provide conduit, wiring, and all devices necessary to provide manual push button control of the existing traffic signal at the intersection of Monroe Road and Hwy 172. The Government will install a control interface module in the existing traffic signal controller enclosure. Coordinate termination of control wiring with the government. Coordinate location of push button in the fire station with the user.

D5020 Power Lighting and Branch Wiring

Provide support for future CERS messaging boards at two locations to be coordinated with user. Support consists of dedicated circuit with L5-30R receptacle and a data connection at each location.

PART 3 – CHAPTER 5 – Page 5

System

Description Specific Requirements

D503001 Telecommunications Systems

Provide a dedicated phone line connected directly to Emergency Consolidated Communication Center (Remote Facility)

E103004 Automotive Shop Equipment

Hoist- 5-ton electric winch/Hoist, Controls to be suspended from ceiling (not wall mounted)

PART 3 - CHAPTER 6 / ESR E10 - Page 2

Miscellaneous common fixed & movable equipment includes:

• Ceiling Fans

• Hose Storage Movable Racks

• Ventilated EMS Storage Cabinet. 48” wide x 24” deep x 78” tall medical supply storage cabinet.

Frame shall be fully welded construction minimum 12 ga. Provide minimum 6” legs anchored to concrete floor. Finish shall be powder coated. Door panels shall be ventilated and contain

3-point locking will a padlock hasp. Shelves (4) shall be adjustable and have capacity of 1,000

LB per shelf.

E102009 AUDIOVISUAL EQUIPMENT

Under the construction contract, the contractor shall obtain services of an Audiovisual Certified Technology Specialist – Design (CTS-D) to complete the Audiovisual (A/V) systems design and specify A/V equipment. The A/V specialist must develop the A/V design concurrently with the overall building design and specify/coordinate all required building infrastructure; coordinate with D503095 Audiovisual Infrastructure. A/V design documents must be incorporated into the overall building design documents and submittals. The A/V specialist shall attend all required meetings and surveys to gather/confirm user requirements and review the design submittals. Reference Part 6, Chapter 6 AV Design, Procurement and Submittal Process requirement attachment.

Audiovisual equipment must be coordinated with design and construction but planned for and funded by the user or Budget Submitting Office sponsoring the user (per OPNAVINST 11010.20H draft Appendix D). Procurement, delivery and installation of A/V equipment is a planned contract modification to the base construction contract. Audiovisual systems must be installed, tested and turned over to the government along with the building delivery. The Contractor's CTS-D shall discuss/review design requirements with the end user / Command Information Technology (IT) personnel and assist with procurement of the A/V equipment following NETWARCOM's Best Value practices. The A/V process and submittal requirements must match the FF&E process and submittal requirements; see ESR E20.

Typical A/V equipment may include, but is not limited to, installed visual displays (projection, LCD and LED displays), installed audio components, audiovisual signal routing/switching components, signal processors, control components, mounting hardware, cabling/connectors and associated software. The A/V equipment and design approach must comply with any and all user/facility security requirements;

security requirements may include, but are not limited to, TEMPEST, DISA, NIAP and/or JITC accreditations and approved uses. Reference Part 6, Chapter 6 AV Systems Requirements for a list of anticipated equipment and functional requirements of each system. The contractor’s CTS-D shall validate all requirements with the Activity and update/adjust the associated equipment accordingly during design.

E1030 VEHICULAR EQUIPMENT

E103004 AUTOMOTIVE SHOP EQUIPMENT

Provide the following automotive shop equipment:

• Electrical Drop-cords

• Overhead Lift/Crane (Maximum 5 ton)

P1518 HADNOT POINT FIRE STATION

PART 3 - CHAPTER 5- Page 7

VEHICLE MAINTENANCE EQUIPMENT STORAGE

Space Characteristics

Function/Adjacencies: Vehicle Maintenance Equipment Storage is tied to the Vehicle Maintenance Bay and is used to store spare parts and tools required for vehicle maintenance and service. It should accommodate shelving storage (FF&E) and adequate floor area for storage of large items such as tires and wheels. This space should be adjacent to the Vehicle Maintenance Office and Vehicle Maintenance Bay.

Special Dimensions: 8 ft. minimum ceiling height.

Acoustics: Per UFC 4-730-10 Paragraph 3-5.1

Access: Staff

Number of Occupants: (1) Industrial Work Bench (FF&E)

Other/special requirements: . .

System

Description Specific Requirements

D30 HVAC Area will receive HVAC system

P1518 HADNOT POINT FIRESTATION

PART 3 - CHAPTER 6 / ESR E10 - Page 2

Miscellaneous common fixed & movable equipment includes:

• Ceiling Fans

• Hose Storage Movable Racks

• Ventilated EMS Storage Cabinet. 48” wide x 24” deep x 78” tall medical supply storage cabinet.

Frame shall be fully welded construction minimum 12 ga. Provide minimum 6” legs anchored to concrete floor. Finish shall be powder coated. Door panels shall be ventilated and contain 3-point locking will a padlock hasp. Shelves (4) shall be adjustable and have capacity of 1,000 LB per shelf.

E102009 AUDIOVISUAL EQUIPMENT

Under the construction contract, the contractor shall obtain services of an Audiovisual Certified Technology Specialist – Design (CTS-D) to complete the Audiovisual (A/V) systems design and specify A/V equipment. The A/V specialist must develop the A/V design concurrently with the overall building design and specify/coordinate all required building infrastructure; coordinate with D503095 Audiovisual Infrastructure. A/V design documents must be incorporated into the overall building design documents and submittals. The A/V specialist shall attend all required meetings and surveys to gather/confirm user requirements and review the design submittals. Reference Part 6, Chapter 6 AV Design, Procurement and Submittal Process requirement attachment.

Audiovisual equipment must be coordinated with design and construction but planned for and funded by the user or Budget Submitting Office sponsoring the user (per OPNAVINST 11010.20H draft Appendix D). Procurement, delivery and installation of A/V equipment is a planned contract modification to the base construction contract. Audiovisual systems must be installed, tested and turned over to the government along with the building delivery. The Contractor's CTS-D shall discuss/review design requirements with the end user / Command Information Technology (IT) personnel and assist with procurement of the A/V equipment following NETWARCOM's Best Value practices. The A/V process and submittal requirements must match the FF&E process and submittal requirements; see ESR E20.

Typical A/V equipment may include, but is not limited to, installed visual displays (projection, LCD and LED displays), installed audio components, audiovisual signal routing/switching components, signal processors, control components, mounting hardware, cabling/connectors and associated software. The A/V equipment and design approach must comply with any and all user/facility security requirements;

security requirements may include, but are not limited to, TEMPEST, DISA, NIAP and/or JITC accreditations and approved uses. Reference Part 6, Chapter 6 AV Systems Requirements for a list of anticipated equipment and functional requirements of each system. The contractor’s CTS-D shall validate all requirements with the Activity and update/adjust the associated equipment accordingly during design.

E1030 VEHICULAR EQUIPMENT

E103004 AUTOMOTIVE SHOP EQUIPMENT

Provide the following automotive shop equipment:

• Electrical Drop-cords

• Overhead Lift/Crane (Maximum 5 ton)

ATTACHMENT H – revised 19 August 2020

PHASED CONSTRUCTION SCHEDULE

Within the overall program schedule, commence and complete the work in phases. Complete each phase of the work within the number of calendar days stated in the following schedule:

a. Schedule start day design: The day designated when the Concept Development Workshop commenced; the number listed is the number of calendar days from the award of contract.

b. Completion day design: The day designated is when the final construction documents and specifications have been approved by the Government; the number listed is the number of calendar days from the award of contract.

c. Schedule start day construction: The day designated when construction commences, the number listed is the number of calendar days from the award of contract. Mobilization of office support spaces does not qualify as construction.

d. Contract completion date: The day designated as when all contract requirements have been completed; the number listed is the number of calendar days from the award of contract.

e. Schedule:

Project Number

Project Title Priority Schedule Start Date

Design

Completion Date Design

Schedule Start Date

Construction

Contract Completion

Date

P1203F Courthouse Bay Fire Station Replacement

P1312F MCES Applied Instruction Facility Replacement

P1506F Replace NCIS Facilities 3

P1519F LSSS Facility Replacement 4

P883F Hadnot Point Mess Hall Replacement

P1518F Fire Station Replacement, Hadnot Point

P1533F PMO Facility Replacement 7

Attachment H Revised 8.19.2020