RTA W912EP20R0001 Task Order-DLA_DDJF_B163_164_175_Dock Leverlers_TaskOrder_SOW_RTA.pdf

W912EP20R0001

Jacksonville District

Regional Indefinite Delivery Indefinite Quantity (IDIQ) Single Award Task Order Contract (SATOC) For Design- Build and Construction Continental United States (CONUS) Projects Related to General Construction within the Boundaries of the South Atlantic Division USACE

Task Order 0001

Defense Logistics Agency (DLA) – DDJF Jacksonville B163/164/175 Dock Levelers

Naval Air Station Jacksonville Duval County, Florida

31 March 2020

DLA DDJF B163/164/175 Dock Levelers W912EP20R0001 NAS Jacksonville, Florida Task Order 0001

25 January 2020 Page 1 of 11

TASK ORDER STATEMENT OF WORK

FOR DEFENSE LOGISTICS AGENCY (DLA),

B163/164/175 DOCK LEVELERS

NAVAL AIR STATION (NAS) JACKSONVILLE, FLORIDA

1. References. This statement of work is to be issued as a task order under Single Task Order Contract (SATOC) W912EP20R0001. From henceforth in this statement of work, the U.S.

Army Corps of Engineers, Jacksonville District will be referred to as “Government” and the SATOC Contractor, as identified in W912EP20R0001, shall be referred to as “Contractor.”

2. Objective. This task order is issued to obtain design-build services for the replacement of dock levelers at Buildings 163, 164, and 175, door replacement at Building 175, and widening door opening at Building 163 as described herein. Buildings 163, 164, and 175, also known as DDJF-00163, DDJF-00164, and DDJF-00175 as shown on attached sketches. All buildings are occupied by the Defense Logistics Agency (DLA). All work shall be performed as a task order in accordance with the terms and conditions of the SATOC base contract. The award for design and construction services under this scope of work will be limited to the services identified in the specific contract line item as awarded in the task order and any subsequent modifications.

3. General Project Description.

CLIN 0001 – BUILDING 163

Work includes design build construction services for the replacement of manual pit-style loading dock levelers with new hydraulic dock levelers and widening and replacement of a 12-foot wide overhead door with security grill with new 14-foot wide metal overhead door with security grill.

CLIN 0002 – BUILDING 164

Work includes design build construction services for the replacement of manual pit-style loading dock levelers with new hydraulic dock levelers and the removal and disposal of existing stop and go lights and existing trailer restraint equipment.

CLIN 0003 – BUILDING 175

Work includes design build construction services for the replacement of manual pit-style loading dock levelers with new hydraulic dock levelers, replacement of an interior overhead door, and removal of an existing interior man-door and infill opening with new wall.

4. Detailed Project Description: The Contractor shall provide mobilization/demobilization, furnish all labor, material, equipment, incidentals, and supervision for the following work items:

4.1. DESIGN

Work includes, but not limited to, calculations, plans, and specifications. The design shall provide proper phasing of all activities, coordination among disciplines, existing conditions to include utilities, and occupants of the affected areas. All aspects of the design shall be signed and sealed by a Registered Professional Architect, Registered Professional Engineer, or other Registered Professional for the discipline of work required.

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4.2. CONSTRUCTION

4.2.1. Loading Dock Levelers Replacement

Work includes the following:

Building 163 – Remove, dispose, and install a quantity of four (4) pit-style loading dock levelers and controllers.

Building 175 – Remove, dispose, and install a replace a quantity of two (2) pit-style loading dock levelers and controllers located on the southern end of the building.

Building 164 – Remove, dispose, and replace a quantity of two (2) existing hydraulic leveler controllers. The existing levelers shall remain in place. Remove and dispose of existing stop and go lights and existing trailer restraint equipment and all applicable conduit and other hardware back to the source.

Dock Levelers - New dock levelers shall be hydraulic and vary in size from 5’ x 6’ to 6’ x 7’.

The Contractor shall field-verify all measurements and sizes prior to bidding. New levelers shall have a hot-dip galvanized finish for additional corrosion protection with capacities of 34,000 pounds.

Controls - Controllers shall have independent lip control, feature onboard diagnostics, and an emergency stop button. Trenching through concrete and asphalt is required to run electric from panels to the levelers. All conduit shall be rigid galvanized steel. To the greatest extent possible, levelers shall be installed with homeruns. Where there is no space in panels, installation from an existing branch circuit will be allowed if there is sufficient ampacity remaining on said circuit.

Bumpers - Remove and replace all existing bumpers with new steel face, laminated rubber bumpers.

Anchors and Fasteners - All anchors and fasteners installed shall be replaced with hot-dipped galvanized steel type.

Angle Iron - All angle iron adjacent to the existing dock levelers shall be repainted. Clean surface in accordance with SSPC SP-1 hand tool. Paint matching existing black/yellow alternating pattern using high quality direct-to-metal exterior paint.

4.2.2. Overhead Door Widening

Work includes demolition, disposal, and construction for widening a 12-foot wide door opening to 14-feet and the installation of the exterior metal overhead door including motors, frames, tracks, and security grill at Building 163. Relocate bollards, conduits, and any other appurtenances that are in conflict with widening the door opening.

Overhead Door – Motorized; NAGDM 102 Industrial designation. Provide a galvanized steel door with Kynar (or equal) finish, with motorized operation and manual override.

Contractor shall field measure for exact opening and door sizes. The overhead door shall be insulated and meet all AT/FP, wind load, and seismic requirements for the location.

The door shall contain weather-stripping and seals as required to keep wind driven rain from entering the facility. A reverse sensor shall be installed at the bottom of the overhead

25 January 2020 Page 3 of 11 door. Provide new electrical circuit for motor. Provide interior wall-mounted controls.

Mark buttons "OPEN," "CLOSE," and "STOP." Ensure the "CLOSE" button requires a constant pressure to maintain the closing motion of the door. When the door is in motion and the "STOP" button is pressed, ensure the door stops instantly and remains in the stopped position. From the stopped position, the door may then be operated in either direction. Color to match existing overhead doors. Color shall be submitted for final approval by Contractor Officer.

Security Grill – Motorized with guards. Grill shall have a pull switch operator for forklift driver operation on exit only. Pull switch shall include an adjustable timer that closes the grill after a set amount of time. Time open shall be of sufficient length to ensure forklift operator can fully clear door opening. Grill shall be equipped with obstruction safety sensors.

4.2.3. Overhead Door Replacement

Work includes demolition, disposal, and construction for a new interior 12-feet wide x 10-feet high overhead door including motors, frames, and tracks at Building 175. The existing gate shall remain. The door serves a hazmat storage area, therefore, provide a fusible link at each side of opening with self-closing function to meet current life safety code requirements.

Overhead Door – Motorized; NAGDM 102 Industrial designation. Provide a galvanized steel door with Kynar (or equal) finish, with motorized operation and manual override.

Contractor shall field measure for exact opening and door sizes. A reverse sensor shall be installed at the bottom of the overhead door. Provide new electrical circuit for motor.

Assume power is available in existing electrical Panel D approximately 100 feet away from the door. Provide wall-mounted controls. Mark buttons "OPEN," "CLOSE," and "STOP."

Ensure the "CLOSE" button requires a constant pressure to maintain the closing motion of the door. When the door is in motion and the "STOP" button is pressed, ensure the door stops instantly and remains in the stopped position. From the stopped position, the door may then be operated in either direction. Color to match existing overhead doors. Color shall be submitted for final approval by Contractor Officer.

4.2.4. Man-door Opening

Remove existing interior 3-feet by 7-feet man-door, frames, and associated accessories.

In-fill opening with new wall. New wall shall match existing construction to include material, finish, and color.

5. Performance Period/Project Schedule. Proceed with all efficiency upon receipt of the Notice to Proceed (NTP) and complete the requirements of this task order within the performance period. Task Order award constitutes the NTP. The Contracting Officer issues the notice to commence construction upon acceptance of all necessary pre-construction submittals including payment and performance bonds:

a) Post award site visit shall be scheduled within 7 calendar days of issuance of NTP.

b) Deliverables as outlined in Submittals.

c) Total performance of period is 270 calendar days.

6. Contractor Requirements.

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A. Phasing of work:

Yes, refer to Appendices.

No

Keep the adjacent traffic ways clear of debris. Lay down areas shall be identified by the Contracting Officer’s Representative (COR). Coordinate all permitting activities with the COR.

B. Project Compliance:

All design efforts, work plans, and conduct of the work shall comply with all local restrictions outlined in the following:

1) All applicable Federal, State and local laws, regulations, and Executive Orders.

2) All Instructions, Directives and Regulations of the Federal Installation where the work is located.

7. Applicable Wage Rates. FL20190202 11/29/2019, see Appendix D for full document.

8. Division 01 Special Instructions for this Task Order.

Section 01 08 00 DESCRIPTION/SPECS/WORK STATEMENT

Contractor shall obtain all required licenses required for construction of the project.

All electrical installations are required to be performed by a licensed electrician in the State of Florida.

Section 01 30 00 ADMINISTRATIVE PROCEDURES

Partnering Meeting Notice to Proceed will be issued with award Notice to Proceed will be issued once all required documentation has been submitted and approved

Section 01 32 01 PROJECT SCHEDULE

CD containing the project schedule required Narrative report required Network diagram required

Develop a construction schedule after conducting interviews with personnel affected by the project. Include all significant events such pre-construction conference, permit application submittals and estimated receipts, demolition and construction activities and all close-out requirements in the schedule. The Contractor shall update the construction schedule throughout the performance of work and will provide the Government an updated construction schedule with all progress payment requests.

Section 01 32 01.10 PROJECT SCHEDULE (ALTERNATE)

Section 01 33 00 SUBMITTAL PROCEDURES

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Use the transmittal form (ENG Form 4025) for submitting submittals for Government approval. These forms are included in the Quality Control System software named "RMS CM" or "Resident Management System Contractor Mode" that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the SOW paragraph pertinent to the data submitted for each item. If needed, the Government may provide a sample ENG Form 4025 to the contractor upon request.

All submittals shall be submitted via RMS CM. In addition, the Contractor shall provide all submittal documents electronically (through email to the Government Project Engineer) as Adobe Acrobat (*.pdf) file. Any file that is larger than 8 megabyte shall be coordinated with Project Engineer/QA Representative for file drop off requests using DoD Safe.

Prepare written minutes of all design review meetings, site visits, etc. and provide them to the Government within two (2) working days of date of meeting. In each design submission, incorporate all material specified and all revisions according to comments made by the Government. In addition to submittal procedures required by the base contract, utilize the ProjNet - DrChecks on-line database system for each Government review to enter and track all comments, designer responses, and final closeout of each review phase.

DD Form 1354 Transfer of Real Property is required.

Deliver design submittals for Government review in accordance with Division 01 Specification Section 01 33 16 DESIGN AFTER AWARD, and Tables 1-1 and 1-2.

Table 1-1: Design Submittal durations

Submittal Description

Duration (Provide No Later Than, All days are calendar days)

Initial Pre-Design Site Visit 7 days after issuance of NTP

Schedule and Site Visit Report 7 days after pre-design site visit

Quality Control Plan (QCP), Accident Prevention Plan (APP) and Environmental Protection Plan

(EPP)

No later than the final design completion date

Interim Design Submittal: Drawings shall clearly state in bold lettering: “NOT FOR CONSTRUCTION”

As determined by Contractor’s schedule within the performance period.

Interim Design Review & Conference: Markup of final resolution to review comments and minutes of the conference, to be provided prior to completion of the conference.

22 days after Interim Design Submittal (includes 14 days Government review, 7 day Designer review and comment resolution, and 1 day design review conference).

Final Design Submittal: Drawings shall clearly state in bold lettering: “NOT FOR CONSTRUCTION”

As determined by Contractor’s schedule within the performance period.

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Final Design Review & Conference: Markup of final resolution to review comments and minutes of the conference, to be provided prior to completion of the conference.

22 days after Final Design Submittal (includes 14 days Government review, 7 day Designer review and comment resolution, and 1 day design review conference).

Design Complete (Issued for Construction):

Drawings shall clearly state in bold lettering:

“DESIGN COMPLETE CONSTRUCTION

DOCUMENTS” and be signed and sealed by a licensed professional engineer. Engineer shall provide discipline for which license was issued.

As determined by Contractor’s schedule within the performance period.

Design Complete Documents Review 7 days after corrected design complete submittal

Closeout Documentation: Construction warranties and as-built drawings

14 days after Beneficial Occupancy Date

Table 1-2. Submittal Distribution List Agency /

# of AGENCY

ITEM A B C

SCHEDULE AND SITE VISIT REPORT 1 1 0 A. US Army Corps of Engineers – Jacksonville District Attn: CESAJ-EN-DC Mr. Cavaughn Benjamin, P.E.

701 San Marco Blvd Jacksonville, FL 32207 904-232-1472 | Cavaughn.D.Benjamin@usace.army.mil

(Provide Electronic Submittals in addition to standard format submittals)

B. US Army Corps of Engineers – Jacksonville District Attn: Project Engineer | Mr. Milton Switanek, P.G.

4070 Boulevard Center Drive, Suite 201 Jacksonville, FL 32207 904-232-3818 | Milton.p.switanek@usace.army.mil

(Provide Electronic Submittals in addition to standard format submittals)

C. Defense Logistics Agency

QUALITY CONTROL AND SITE SAFETY

PLAN

1 1 0

INTERMIM DESIGN

Drawings (electronic with 11” x 17” half- 1 1 1 Drawing (electronic with 22” x 34” full 0 0 1 Specifications (with Submittal Register) 1 1 1 Design Analysis and Interim Design QC 1 1 1 Proposed Construction Schedule 1 1 1 CD containing all design documentation 1 1 1 Minutes of 50% Design Review 1 1 1

FINAL DESIGN

Annotated Review Comments 1 1 1 Drawings (electronic with 11” x 17” half- 1 1 1 Drawing (electronic with 22” x 34” full 0 0 1 Specifications (with Submittal Register) 1 1 1 Design Analysis and Final Design QC 1 1 1 Proposed Construction Schedule, 1 1 1 CD containing all design documentation 1 1 1 Minutes of 100% Design Review 1 1 1

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Section 01 33 16 Design After Award

All designs are required to be accepted by the Government prior to commencing construction. Perform design by a registered professional engineer. Designer of Record must sign, date, and seal all completed design documents.

Design must evaluate applicability of current editions of the International Building Code (IBC) and National Fire Protection Associations (NFPA), NFPA 70 National Electric Code (NEC). In all circumstances, the most stringent requirement of applicable design code shall apply. Complete design and construction in conformance with, as a minimum, to the following criteria and standards:

UNIFIED FACILITIES CRITERIA (UFC) (Copies of Federal and military specifications, standards, and handbooks are available from the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402‐0001)

UFC 1‐200‐01 General Building Requirements UFC 1‐300‐07A Design Build Technical Requirements UFC 3‐101‐01 Architecture UFC 3-120-10 Interior Design UFC 3‐190‐06 Protective Coatings and Paints UFC 3‐301‐01 Structural Engineering UFC 3-310-04 Seismic Design for Buildings UFC 3-400-01 Energy Conservation UFC 3‐401‐01 Mechanical Engineering UFC 3‐410‐01 Heating, Ventilating, and Air Conditioning Systems UFC 3‐420‐01 Plumbing Systems UFC 3‐501‐01 Electrical Engineering UFC 3‐520‐01 Interior Electrical Systems UFC 3‐530‐01 Interior and Exterior Lighting Systems and Controls UFC 3-560-01 Electrical Safety UFC 3‐580‐01 Telecommunications Building Cabling Systems

Planning and Design UFC 3‐600‐01 Fire Protection Engineering for Facilities UFC 4‐010‐01 DoD Minimum Antiterrorism Standards for Buildings

Attn: Facilities Manager, Mr. Joseph DeCristofaro US Naval Air Station – DLA Distribution Jacksonville, FL. 32212-0016 904-542-0183 | joseph.decristofaro@dla.mil

DESIGN COMPLETE (IFC)

Annotated Review Comments 1 1 1 Drawings (electronic with 11” x 17” half- 1 1 1 Drawing (electronic with 22” x 34” full 0 1 1 Specifications (with Submittal Register) 1 1 1

Design Analysis 1 1 1 CD containing all design documentation 1 1 1

CLOSEOUT DOCUMENTATION 0 1 2

25 January 2020 Page 8 of 11

CODE OF FEDERAL REGULATIONS (CFR)

U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) 29 CFR 1910 – General Industry, OSHA Safety and Health Standards (29 CFR 1910)

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA 250 – Enclosures for Electrical Equipment

NATIONAL ELECTRICAL SAFETY CODE (IEEE C2) CURRENT EDITION

U. S. ARMY CORPS OF ENGINEERS (USACE) ENGINEERING MANUALS (EM)

EM 385‐1‐1 Safety and Health Requirements Manual

Section 01 35 13 SPECIAL CONTRACT REQUIREMENTS

HAUL ROUTES

INSTALLATION REGULATIONS

Comply with all Regulations of the Commander, Naval Air Station Jacksonville. Submit completed SECNAV5512/1 Access Request Form, provided in Appendix E to the Contracting Officer two weeks prior to start of design and construction activities for all personnel requiring access. There will be no special badging requirements within the DLA facilities.

ENCOUNTER WITH CONTAMINATION

CONSTRUCTION SCHEDULE RESTRAINTS

Coordination, notifications, reports, and information contacts shall be made to the USACE Contracting Officer’s Representative (COR) for further coordination. Do not contract DLA Representative directly, except as coordinated in advanced with the USACE COR.

Occupancy: The facility will be occupied during construction.

Protection Phasing and Sequence Time of Performance: 0700–1530 Weekdays (excluding Federal

Holidays) Outages Continuity Excavation Permits Road/Railroad Closures Construction Debris Existing Features Unforeseen Conditions Damages Mowing

SAFETY AND HEALTH

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Asbestos: An asbestos survey was conducted for some areas within buildings 163 and 175 and provided in Appendix F. The survey and report does not include all areas of renovation.

Lead-Based Paint: Lead survey results for building 175 is provided in Appendix G. There are no surveys available for the rest of the facilities; however, buildings are known to contain detectable levels of lead based paint.

Conduct a targeted asbestos and lead based paint survey for renovated areas in buildings 163, 164, and 175. Immediately inform the Contracting Officer if any suspected material is identified during construction.

SALVAGEABLE AND REPAIRABLE MATERIALS

Remove large articles from the worksite as they are disconnected or demolished. Remove rubbish and debris from the site on a daily basis or retained in containers.

Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

Site Safety & Health Officer (SSHO): Shall have a minimum five (5) years of construction industry safety experience. If the individual possesses a Third-Party, Nationally Accredited (ANSI or National Commission for Certifying Agencies – NCCA) SOH-related certification, only four (4) years of experience is required.

The SSHO shall have a certificate showing completion of the 30-hour OSHA General Industry safety class. Work may only be performed when the SSHO or alternate SSHO is present on-site. An alternate SSHO must be submitted in the Accident Prevention Plan (APP).

FAR 52.236–13 Accident Prevention: (c) If this contract is for construction or dismantling, demolition or removal of improvements with any Department of Defense agency or component, the Contractor shall comply with all pertinent provisions of the latest version of U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385–1–1, in effect on the date of the solicitation.

Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS

CM)

Resident Management System Contractor Mode (RMS CM)

Section 01 45 04 CONTRACTOR QUALITY CONTROL

CQC Manager: Minimum of five (5) years quality control related work with at least three (3) years of experience on similar type projects. Must have USACE CQM-C certification valid within 5 years. The QCQ Manager shall not perform any other duties.

Superintendent: Minimum ten (10) years construction related work with at least five (5) years of experience supervising similar type projects. Superintendent may perform duties of SSHO.

25 January 2020 Page 10 of 11

Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES Project Sign is not required.

See SATOC contract for Contractor’s Field Office requirements.

Section 01 52 02 CONTRACTING OFFICER’S FIELD OFFICE

Section 01 55 26 TRAFFIC CONTROL

Section 01 57 20 ENVIRONMENTAL PROTECTION Provide all submittals, notifications, coordination, and reports to the USACE COR for further coordination. Do not contact DLA organization personnel directly except as coordinated in advance with the USACE COR.

Section 01 62 35 RECYCLED/RECOVERED MATERIALS

Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

Section 01 78 02 CLOSEOUT SUBMITTALS Include electronic copies of all closeout submittal documentation in their native file format and as portable document format (PDF) file format.

Section 01 78 23 OPERATION AND MAINTENANCE DATA Include O&M data for all construction materials used and installed systems and equipment.

Provide sufficient spare parts and consumables to the Government for Government staff to accomplish the first year of manufacturer’s recommended replacements, including any parts or consumables for which the manufacturer recommends replacement based on inspections, if those inspections are recommended within the first year after acceptance of the work.

9. Government Furnished Items/Work.

Yes, see detailed project description No

10. Interface with Government Personnel. Contractor shall submit requests for information via Bidder Inquiry pre-award and RMS post-award. Access to and from the site will be coordinate with the USACE Construction POC.

Milton Switanek, P.G., CCC | 904-755-2075 | Milton.p.switanek@usace.army.mil Greg Zoeller | 904-553-3980 | Gregory.T.Zoeller@usace.army.mil

USACE Technical POC:

Cavaughn Benjamin, P.E. | 904-232-1472 | Cavaughn.D.Benjamin@usace.army.mil

11. Liquidated Damages. If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $351.00 for each calendar day of delay until the work is completed or accepted. Refer to FAR 52.211-12.

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12. Site Visit. Prior to the submission of any offers, the Contractor may conduct a site visit to become familiar with the project requirements. See Clause 52.236-27 SITE VISIT (CONSTRUCTION) in Section 00100.

Location: Building 175, NAS Jacksonville, Jacksonville, FL

Contractor shall contact USACE Construction POC. Make contact via email to schedule site visit within three (3) days after receipt of RFP.

13. Warranty. Provide a minimum of one (1) year construction warranty on all materials and workmanship from the date of the Government's acceptance of the work, in addition to the manufacturer's standard warranties.

14. Appendix.

A. Sketches B. Photos C. Bid Schedule D. Wage Rates Determination E. SECNAV5512/1 Access Request Form F. DDJF Report of Targeted Inspection and Sampling of Suspect Asbestos‐Containing Materials and Targeted Visual Observations of Suspect Hazardous/Regulated Building Materials dated 30 January 2015 G. Targeted Lead‐Based Paint Coatings Sampling and Testing dated April 11, 2016

END OF STATEMENT OF WORK

DDJF-00175

DDJF-00163

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EXISTING DOCK LEVELERS TO BE REPLACED. CONTRACTOR TO FIELD VERIFY LOCATIONS

k3endcdb Line k3endcdb Callout EXISTING OVERHEAD DOOR TO BE WIDENED at DDJF-00163

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EXISTING DOCK LEVELERS TO BE REPLACED

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EXISTING ELECTRICAL PANEL D

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EXISTING ELECTRICAL PANEL A

Photo 1: Existing Pit‐style loading dock levelers to be replaced

APPENDIX B 1

Photo 2: New Hydraulic Leveler

APPENDIX B 2

B164 ‐ Pit‐style loading dock levelers

B163 – Hydraulic style loading dock levelers

Photo 3: Dock Levelers Locations

APPENDIX B 3

Photo 4: Stop and go lights & Trailer restraint equipment at B164 to be removed

APPENDIX B 4

Photo 5: Existing opening to be widened

APPENDIX B 5

APPENDIX B 6

Photo 6: Existing Overhead Door to be replaced & Man‐door to be removed

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

DESIGN AND CONSTRUCTION

0001 BUILDING 163 1 JOB $_______________

0002 BUILDING 164 1 JOB $_______________

0003 BUILDING 175 1 JOB $_______________

TOTAL BASE BID (LINE ITEMS 0001 THROUGH 0003) $_______________

NOTES: (1) OFFER MUST PRICE ALL LINE ITEMS. SEE SECTION 00100 INSTRUCTIONS CONDITIONS AND

NOTICES TO OFFERORS.

(2) SEE OFFERORS CHECKLIST OF SECTION 00100.

(3) PROVIDE MATERIAL, LABOR AND EQUIPMENT BREAKDOWN FOR EACH CONSTRUCTION DIVISION

INCLUDED IN THE PROJECT, INCLUSIVE OF SUB-CONTRACTOR PRICING.

(4) FOR ALL CLINS PROVIDE BREAKDOWN INCLUDING LABOR CATEGORIES, LABOR HOURS,

UNBURDENED LABOR RATES, EXTENDED SUB-TOTAL FEE BY LABOR CATEGORY, LABOR MARKUP

RATE, AND TOTAL LABOR FEE, DETAILED MATERIALS COST, AND TOTAL DESIGN COST.

NAVAL AIR STATION (NAS) JACKSONVILLE, FLORIDA

DLA DDJF B163/164/175 DOCK LEVELERS

W912EP20R0001

Task Order 0001

00010A-1 Appendix C

"General Decision Number: FL20190202 11/29/2019

Superseded General Decision Number: FL20180246

State: Florida

Construction Type: Building

County: Duval County in Florida.

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 $10.60 for calendar year 2019 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 $10.60 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 2019. 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

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12/31/2019https://beta.sam.gov/wage-determination/FL20190202/5/document

APPENDIX D

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 01/04/2019 1 02/01/2019 2 03/15/2019 3 10/25/2019 4 11/08/2019 5 11/29/2019

* ASBE0013-001 09/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 24.50 11.75

CARP0702-001 08/01/2017

Rates Fringes

CARPENTER (Includes Drywall Hanging and Form Work)...........$ 21.77 11.09

ELEC0177-004 12/03/2018

Rates Fringes

ELECTRICIAN (Includes Low Voltage Wiring)..................$ 28.21 12.44

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ELEV0049-001 01/01/2019

Rates Fringes

ELEVATOR MECHANIC................$ 40.57 33.705

FOOTNOTE:

A. Employer contributions 8% of regular hourly rate to vacation pay credit for employee who has worked in business more than 5 years; Employer contributions 6% of regular hourly rate to vacation pay credit for employee who has worked in business less than 5 years.

Paid Holidays: New Year's Day; Memorial Day; Independence Day; Labor Day; Thanksgiving Day; The Friday after Thanksgiving Day; and Christmas Day.

ENGI0487-021 07/01/2016

Rates Fringes

OPERATOR: Crane All Cranes 160 Ton Capacity and Over...........$ 33.05 9.20 All Cranes Over 15 Ton Capacity....................$ 32.05 9.20 OPERATOR: Forklift..............$ 23.25 9.20 OPERATOR: Mechanic..............$ 32.05 9.20 OPERATOR: Oiler.................$ 23.50 9.20

IRON0402-001 01/01/2019

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 23.69 12.70

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PLUM0234-006 09/01/2019

Rates Fringes

PLUMBER..........................$ 30.34 14.95

PLUM0234-011 09/01/2019

Rates Fringes

PIPEFITTER (Includes HVAC Pipe and Unit Installation)......$ 30.34 14.95

SFFL0821-004 01/01/2019

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 28.38 19.44

SHEE0435-003 07/01/2018

Rates Fringes

SHEET METAL WORKER (Includes HVAC Duct Installation)..........$ 23.68 14.96

A: Holiday Pay: New Year's Day, Memorial Day, July Fourth, Labor Day, Thanksgiving Day, Day after Thanksgiving and Christmas Day

SUFL2014-010 08/16/2016

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 17.38 0.00

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IRONWORKER, REINFORCING..........$ 22.81 11.58

IRONWORKER, STRUCTURAL...........$ 17.66 4.49

LABORER: Common or General, Including Cement Mason Tending...$ 13.62 0.00

LABORER: Pipelayer..............$ 13.73 1.07

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 14.44 1.40

OPERATOR: Bulldozer.............$ 15.40 1.90

OPERATOR: Grader/Blade..........$ 18.97 0.00

OPERATOR: Loader................$ 14.83 1.84

OPERATOR: Roller................$ 14.43 4.78

PAINTER: Brush, Roller and Spray............................$ 15.62 2.05

ROOFER...........................$ 16.99 0.00

TILE SETTER......................$ 18.01 0.00

TRUCK DRIVER: Dump Truck........$ 13.22 2.12

TRUCK DRIVER: Lowboy Truck......$ 14.24 0.00

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

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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).

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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.

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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

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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

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200 Constitution Avenue, N.W.

Washington, DC 20210

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

END OF GENERAL DECISION"

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APPENDIX E

AMEC Environment & Infrastructure, Inc.

2677 Buford Highway Atlanta, Georgia 30324

USA

Tel 404.873.4761 Fax 404.817.0221 amec.com

30 January 2015

Mr. Clifford E. Costa U.S. Army Corps of Engineers – Charleston District 69-A Hagood Avenue Charleston, South Carolina 29403

Subject: DDJF Report of Targeted Inspection and Sampling of Suspect Asbestos-Containing Materials and Targeted Visual Observations of Suspect Hazardous/Regulated Building Materials DDJF SRM Repairs Design Project DLA Distribution Jacksonville, Florida USACE W912HP-11-D-0006 Task Order 0001 AMEC Project Number 6142-12-0092

Mr. Costa:

AMEC Environment & Infrastructure, Inc. (AMEC) is pleased to submit this report of targeted survey findings relative to suspect asbestos-containing materials, as well as, visual observations of other hazardous/regulated building materials potentially impacted by the planned Sustainment, Restoration, and Modernization (SRM) Repair Design Project at DLA Distribution Jacksonville (DDJF). This report presents relevant background information, details the scope of the targeted inspection and sampling of suspect asbestos-containing materials, as well as, targeted visual observations for hazardous/regulated building materials, and presents related findings.

1.0 BACKGROUND

AMEC was tasked by the US Corps of Engineers-Charleston District (USACE) to perform targeted inspection and sampling of suspect Asbestos-Containing Materials (ACM) necessary to identify ACM potentially impacted by the planned SRM Repair Project at DLA Distribution Jacksonville. Further, AMEC was tasked to visually identify other hazardous/regulated building materials potentially impacted by the planned SRM Repair Project at DLA Distribution Jacksonville. The intent of AMEC’s identification of ACM and other hazardous/regulated building materials potentially impacted by the planned SRM Repair Project is to support the contractor’s compliance with applicable Federal, State and local regulations, as well as, Naval Air Station Jacksonville requirements and DLA policy during the project.

2.0 TARGETED ASBESTOS SAMPLING

AMEC performed targeted inspection and sampling of suspect asbestos-containing materials potentially impacted by the planned SRM Repair Project within DDJF-occupied buildings at Naval Air Station Jacksonville. The field efforts were performed by AMEC’s Asbestos Inspector Mr. Josh Januzelli under the direction of Mr. Russell E. Stauffer, a Florida Licensed Asbestos Consultant (LAC). Mr. Januzelli is a U.S. Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) accredited Building Inspector. Field efforts were performed from 04 June through 05 June 2014 and 21 October 2014. Samples of suspect ACM collected during the targeted asbestos survey were analyzed in AMEC’s Polarized Light Microscopy (PLM) laboratory in Atlanta, Georgia. AMEC’s PLM laboratory in Atlanta, Georgia is accredited by the National Voluntary Laboratory Accreditation Program (NVLAP) to perform PLM analyses. Copies of applicable Asbestos Inspector and Laboratory accreditations are included in Attachment A of this report.

APPENDIX F

DDJF Report of Targeted Regulated Building Materials Assessment Page 2 For DDJF SRM Repairs Design Project 30 January 2015 USACE W912HP-11-D-0006 Task Order 0001 Revision 0

AMEC performed a targeted inspection and sampling of suspect asbestos-containing materials (building materials, surfaces, components, etc.) likely to be impacted by the planned SRM Repair Project. The targeted inspection and sampling of suspect asbestos-containing materials was limited to suspect ACM in the immediate vicinity of the planned SRM Repair Project, which were anticipated to be impacted by the work. The scope of AMEC’s targeted inspection and sampling does not fulfil the “thorough inspection” requirement for areas, surfaces, and components beyond the scope of the SRM Repair Project. Additonal asbestos evaluations will be necessary in areas not included in the scope of this survey prior to building demolition.

The targeted inspection and sampling of suspect asbestos-containing materials meets the asbestos sampling and reporting requirements of the United States Occupational Safety and Health Administration (OSHA) Asbestos Construction Standard 29 CFR 1926.1101, as well as, corresponding requirements in the Environmental Protection Agency’s (EPA) Asbestos National Emissions Standard for Hazardous Air Pollutants (NESHAP) Regulations (40 CFR Part 61, Subpart M) related to the disturbance of suspect ACM during the planned SRM Repair Project. Though AMEC endeavored to identify all ACM impacted by the planned SRM Repair Project, AMEC did not use destructive access, or dissemble equipment or system components in an attempt to locate concealed suspect asbestos-containing materials.

AMEC’s Asbestos Building Inspector performed a walk-through of accessible areas to locate and inventory materials suspected to contain asbestos (suspect materials) that were anticipated to be impacted by the planned SRM Repair Project. OSHA and NESHAP regulations allow accredited Asbestos Building Inspectors the discretion to visually determine that certain materials (e.g., fiberglass, rubber, metal, silicone, etc.) are not suspected to contain asbestos.

As such, AMEC did not inventory, sample, or otherwise assess materials determined to be non-suspect by our Asbestos Building Inspector. Non-suspect ACM observed within the project areas include, but are not limited to, masonry block/bricks, mortar, metal, fiberglass insulations, as well as silicone and rubber caulks and sealants. OSHA and NESHAP regulations also allow the presumption / assumption that suspect materials known to historically contain asbestos (e.g., 9 inch x 9 inch floor tiles and adhesive, ‘air-cell’ type pipe insulations, materials labeled as asbestos-containing, etc.) are ACM rather than incurring the expense of sample analysis to confirm asbestos content.

AMEC performed sampling and analyses of suspect asbestos-containing material consistent with regulatory sampling protocol requirements necessary to confirm or rebut the presumption of ACM. The sampling was performed in accordance with the sampling requirements of the AHERA regulation [40 CFR 763.86] for each homogeneous material.

A total of 84 bulk samples of suspect ACM were collected for analyses.

The bulk samples were delivered to AMEC’s NVLAP accredited laboratory in Atlanta, Georgia for analysis by Polarized Light Microscopy (PLM) coupled with dispersion staining (EPA Method 600/R-93/116). A summary of the suspect ACM impacted by the planned SRM Repair Project at DLA Distribution Jacksonville is provided in Attachment B1 of this report. Photographs of Identified ACM are provided in Attachment B2 of this report. The laboratory results of the PLM analyses of suspect ACM are provided in Attachment C of this report. ACM located during the survey are summarized in Table 1.0 – Summary of Located ACM below.

DDJF Report of Targeted Regulated Building Materials Assessment Page 3

USACE W912HP-11-D-0006 Task Order 0001 Revision 0

TABLE 1 - SUMMARY OF THE LOCATED ACM

Asbestos-Containing Material Description

Building;

Approximate

Location

Impacted by Design Detail

Number Repair Code Finding Comment

Stucco – White – Exterior – Wall

DDJF-00171;

Exterior A2/AE-501 AR10

2% Chrysotile Asbestos

Impacted with stucco repair/replacement

Expansion Joint Insulation – Black – Exterior – Floor/Wall

DDJF-00175;

Exterior

S4/SE-501

S1/SE-501

ST1

ST2

5% - 15% Chrysotile Asbestos

Anticipate impact with floor slab repairs

Window Caulk – Grey – Exterior

DDJF-00109;

Exterior

No Detail Number

NA

5% Chrysotile

Asbestos

No anticipated impact -repair not included in scope of design.

Stucco – White – Wall

DDJF-00109;

Exterior

No Detail Number

NA

2% Chrysotile

Asbestos

No anticipated impact -repair not included in scope of design.

3.0 ASBESTOS-RELATED FINDINGS

The targeted inspection and sampling of suspect asbestos-containing materials identified applications of ACM in three buildings that is potentially impacted by the planned SRM repairs at DDJF. In the absence of removing the identified ACM in accordance with OSHA, NESHAPs, and State of Florida requirements prior to impact and/or disturbance by work associated with the SRM Repair Project, the planned SRM repairs at DDJF should either be modified to prevent disturbance of the identified ACM, or modified to include special asbestos-related considerations. If the ACM is removed, ACM removal should be performed under controlled conditions by a qualified asbestos abatement contractor licensed by the Florida Department of Business & Professional Regulation (DBPR). If the planned SRM repairs are modified to include special asbestos-related considerations, the asbestos abatement related work should be performed under controlled conditions by a qualified asbestos abatement contractor licensed by the DBPR.

The following identified applications of ACM that is potentially impacted by the planned SRM repairs at DDJF were located during the targeted inspection and sampling of suspect asbestos-containing materials:

3.1 Stucco – White – Exterior – Wall:

The asbestos-containing stucco assembly associated with the facility DDJF-00171 was observed to be damaged. Although damaged, the stucco material was assessed to be non-friable at the time of the assessment. As such the asbestos-containing stucco is currently categorized as a Category II non-friable asbestos-containing material by EPA NESHAP.

The assessment of the asbestos-containing stucco attributed the primary cause of damage to be weathering and/or water intrusion causing deterioration to the stucco system. Due to the exposed nature of the stucco, the elements which created the current damage and deterioration will result in continued failure if the stucco is not either properly repaired, or fully removed and replaced.

AMEC provides the following alternative response actions for the asbestos-containing stucco:

1. Remove and Repair Damaged Stucco: Remove damaged and deteriorated stucco on the façade of the facility to the extent where the remaining portion of the asbestos-containing stucco is fully intact and undamaged. Following removal the damaged and deteriorated portions of the asbestos-containing stucco, a replacement non asbestos-containing stucco suitable to repair the remaining historic fabric should be installed to replace the damaged and deteriorated portions of the asbestos-

DDJF Report of Targeted Regulated Building Materials Assessment Page 4 containing abestos containing stucco that were removed. The remaining asbestos-containing stucco should be placed under an Asbestos Operations and Maintenance Program to effectively manage…