16-R-0211_AMD_0007.pdf

HQ0034-16-R-0211

6098DHAC40665000

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

Amendment 0005

See continuation page. As a result of this amendmeent the RFI and proposal due dates are unchanged

1. CONTRACT ID CODE PAGE OF PAGES

J 1 67

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

16C. DATE SIGNED

BY 07-Sep-2016

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 HQ0034-16-R-0211

X 9B. DATED (SEE ITEM 11)

12-Aug-2016

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 is extended, X 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

07-Sep-2016

CODE

WHS - ACQUISITION DIRECTORATE

1225 SOUTH CLARK ST., SUITE 200

ARLINGTON VA 22202-3909

HQ0034 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0005

Amendment 0005

Administrative Facility Interior Renovations

1. Site walk sign is sheet attached

2. The following changes were made to Section L and M:

1. Changes to Section L:

1. L.1.1 item ix: Revised volume numbers to match Table L-2.a.

2. Added "SF1442 and all amendments" to Volume I deliverable.

2. Changes to Section M:

1. Factor 2 - Recent/Relevant Experience: "The minimum overall construction contract value is at least $10,000,000."

2. Factor 3 - Past Performance paragraph 2: Recent/relevant project examples can be design-build or bid-design-build.

3. Factor 3 - Past Performance paragraph 2: Clarification of recent/relevant project examples.

3. The following changes were made to the Statement of Work:

1. Revised date of Section C.

2. Revised date of Attachment 7

3. Revised date of Attachment 9

4. Revised date of Attachment 11

5. Revised "Attachment 24 - FFE Attachment Rev1" ******provided on FOUO disk at bid walk

6. Changed Attachment 30 classification from classified (S) to unclassified (U)

7. Revised "Attachment 34 - RFP Part C - Technical Requirements 20160830 Rev1" (provided on SECRET disk at bid walk)

8. Added "Attachment 40 - Bid RFI Template" **** included on FOUO disk on 26 August 2016

9. Added "Attachment 41 - Floor Plans with Room Number" ****included on SECRET disk on 26 August

10. Added "Attachment 42 - "HVAC Demo Floor 1" ****provided on SECRET disk at bid walk

11. Added "Attachment 43 - "HVAC Demo Floor 3" ****provided on SECRET disk at bid walk

12. Added "Attachment 44 - "HVAC Demo TR" ****provided on SECRET disk at bid walk

13. Added "Attachment 45 - "Roof Existing Conditions Photos" ****provided on FOUO disk at bid walk

14. Changed reference on page 19 from "L.3.c" to "K.3.c".

15. Revised paragraph G.32.b.

16. Paragraph O.2: Changed "DPM" to "DOR".

Changes to Attachment 24 - FFE Attachment Rev1 (provided on FOUO disk at bid walk):

1. Revised date of Attachment 24.

2. Revised Basis of Design for item 23.

3. Provided Basis of Design for item 26.

4. Provided Basis of Design for item 27.

Changes to Attachment 34 (provided on SECRET disk at bid walk):

1. Revised date of Attachment 34.

2. Page 24: Replaced content with reference to "Section 12 - Physical Security"

3. Page 29: Added the reference to Option 6 for the design, furnish, and install of black PA system

4. Page 30: Removed the design, furnish, and install of HSPD12 system, as it will be executed by the OGC.

Clarified that the HSPD12 infrastructure is contractor's responsibility to furnish and install in accordance with the OGC design.

4. Answers to RFI’s:

RFI Date

Submitted Question Answer Official Date

0020 8/26/16 Reference Section: Amendment 0003, Section L, L.1.1, iii, x.

Section L, L.1.1, iii, x states "A complete proposal shall consist of the following and be divided and labeled to be easily identified:

1. Volume I - Pass/Fail

2. Volume II - Technical

3. Volume III - Past Performance

4. Volume IV - Price

However, L-2, a. lists Volume IV as Factor 4 Small Business Requirements and Volume V as Factor 5 Price.

Please clarify the Volume numbers and names for consistency.

Utilize the volume breakdown provided in section L-2.

FSD

0021 8/26/16 Reference Section: Part B - Administrative Project Requirements, O.

Key Personnel The "Role and Criteria" table lists a Designer of Record (DOR) however, on the next page a 2. Design Project Manager is listed. Is the DOR/DPM the same thing? If not, please provide the "Role and Criteria" and any additional information for both.

Replace “DPM” with “DOR”. FSD

0022 8/26/2016 Reference Amendment 0004 Section A

– Solicitation/Contract Form Section A – Solicitation/Contract Form provides information on which blocks of the SF 1442 to fill out, but does not state where the SF 1442 should be included.

Please clarify which Volume and Factor/Title the SF 1442 should be included.

SF1442 and all amendments shall be included in Volume 1.

AD

0023 8/26/2016 Are we to submit SF 30s? And if so which Volume and Factor/Title should the SF 30s be included?

SF1442 and all amendments shall be included in Volume 1.

AD

0024 8/26/2016 Reference Amendment 0004, M-4 Factor 2 – Recent/Relevant Experience states that the minimum “relevant” contract value is at least $10M. Please confirm that $10M applies to final overall construction contract value and not the amount performed by the IT/telecom subcontractor, SCIF subcontractor, or design lead.

Yes. FSD

0025 09/06/2016 M-5, Factor 3 - Past Performance. Per the instructions, "The offeror shall provide no more than 3 examples of their recent and relevant design-build projects to…". Are we permitted to provide design-bid-build as well as design-build projects for Factor 3?

Yes. FSD

0026 09/06/2016 M-5, Factor 3 - Past Performance. The requirements for submitting a 100% complete project seems to be directed to Offerors who are design firms as it includes directions on completion of designs only. If the Offeror is a construction firm, does construction need to be 100% complete or is the requirement to have 100% of the drawings complete?

100% of the final construction documents completed.

FSD

0027 09/06/2016 Are RFIs that reference classified drawings considered classified?

Not necessarily. RFIs are only classified if they contain classified information (example: capacities).

Reference Attachment 14 – RRMC Security Classification Guide 2015.

FSD

0028 09/06/2016 If an RFI is considered classified, what is the procedure for asking RFIs that ask for clarifications to classified documents?

The Offeror shall make every attempt to submit RFI’s as unclassified. If a request for information cannot be written in such a manner, the Offeror shall submit a brief (unclassified) description in writing (on a BID RFI Template) and follow up with a phone call to Wanza Jonjo to relay the classified portion.

FSD

0029 09/07/2016 Are you all contemplating pushing the RFI cut off date back?

No. AD

End

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

SOW

Administrative Facility Interior Renovations

Part A - Project Background and Requirements Part B – Administrative Project Requirements

Revised September 7, 2016

TABLE OF CONTENTS

PART A – Project Background and Requirements (Unclassified) A. Project Background B. Period of Performance C. Project Requirements

PART B - Administrative Project Requirements (Unclassified) A. Safety Requirements B. Existing Hazardous Materials C. Existing Conditions Survey, Testing, and Reports D. Design and Construction Submissions E. Code Requirements F. Sustainability Requirements G. Demolition and Construction Requirements H. Permits I. Commissioning (Cx) J. Project Schedule and Invoice K. Project Transition L. DD1354 Preparation M. Project Kickoff Meeting N. Progress Meetings O. Key Personnel P. Security Requirements Q. Contractor Parking R. Deliveries S. Changes to Contract T. Definitions

PART C – Technical Requirements (Classified) A. Project Requirements

1. General

2. Demolition

3. Construction Planning/ Phasing

4. Architectural Renovation/ Construction

5. Security

6. Furniture

7. Structural

8. Mechanical

9. Plumbing

10. Fire Protection

11. Electrical

12. Information Technology (IT)

13. DOD Risk Management Framework (RMF)

14. Security Areas

ATTACHMENTS

1. (U) Facility Engineering Standards & Construction Guide_Ver 2014_05_02

2. (U) Site Electrical Labeling Standard 2012_01_17

3. (U) RRMC Mechanical Labeling Standard

4. (U) RRMC Electronic Drawing Standards 2015_12_01

5. (U) Quality Control Attachment 2016

6. (U) AFIR Acronyms and Abbreviations

7. (U) Ancillary Projects Decommissioning Plan and Procedures Manual 2008_06_26

8. (U) RRMC Master Commissioning Plan 2015

9. (U) RRMC New Bathroom Construction 2016_06_22

10. (U)Fire Protection & Life Safety

11. (U) 114th Signal Battalion Installation Standards 2016_08_18

12. (U) 114th New Labeling Standards

13. (U) OPSEC Plan Template

14. (U) RRMC Security Classification Guide 2015

15. (U) Technical Criteria for the Installation Information Infrastructure Architecture 2010_02

16. (U) Draft DD254

17. (U) RRMC Regulation 420-90 Fire Prevention and Protection 2003_11_06

18. (U) Solid Waste Management Inventory

19. (U) Site ESHMS Regulations

20. (U) MAXIMO Spreadsheet

21. (U) Progress Meeting Agenda Template

22. (U) Draft DD Form 1354

23. (U) Roof and Cavity Entry Procedures 2016_02_24

24. (U) FFE Attachment Rev1

25. (U) 27 05 14.00 10 (CATV)

26. (U) 27 05 28.36 40 (CTRAY)

27. (U) 27 05 29.00 10 (PDS)

28. (U) 27 10 00 (COMM)

29. (U) 01 92 00 (CYBERSECURITY)

30. (U) Construction Phasing

31. (U) Asbestos Management Plan

32. (U) IC Tech-Spec for ICD/ICS 705

33. (U) Bid Evaluation Sheet

34. (S) RFP Part C – Technical Requirements 20160830 Rev1

35. (S) RFP Concept Drawings (provided for reference only)

36. (U) CNSSI 7003

37. (U) CNSSI 5006

38. (U) TAR_Template_Form_56-R-E

39. (U) SUBCONTRACTING PLAN FORMAT (DEC 2015)

40. (U) Bid RFI Template

41. (S) Floor Plans with Room Numbers (provided for reference only)

42. (S) HVAC Demo Floor 1 (provided for reference only)

43. (S) HVAC Demo Floor 3 (provided for reference only)

44. (S) HVAC Demo TR (provided for reference only)

45. (U) Roof Existing Conditions Photos 2016_02_10 (provided for reference only)

PART A - Project Background and Requirements (Unclassified) A. Project Background

1. Major interior renovations are required for administrative facilities within the Site to include replacement of associated telecommunications systems. The facility was constructed in the 1950s and does not meet current standards. This renovation will bring the project space into compliance with the most current codes, standards and mission essential requirements from a spatial and infrastructure aspect. This will be achieved by total demolition, design and construction of architectural, structural, mechanical, electrical, and information technology (IT) systems.

2. The telecommunications systems are severely out dated employing Cold War Era technology that does not align with the current technology, Department of Defense (DOD) directives or efficiently support the execution of Mission Essential functions. This project shall design, furnish and install a vertically aligned Telecommunication Rooms (TR) and all associated horizontal infrastructure. The telecommunications systems shall consist of structured cabling plants to support IT networks, telephone, and CATV/CCTV horizontal cabling requirements.

B. Period of Performance - The period of performance for this task order is 959 calendar days from date of

‘Notice to Proceed’ (NTP).

C. Project Requirements

1. Key Contact Entities

a. This contract will be administered by WHS Acquisition Directorate with construction management by

WHS Facility Services Directorate Construction Management Division. For this statement of work, “Government” refers to the CO, the CS, or the COR: and “Contractor” refers to the Design/Build Contractor. The construction will require extensive coordination and input from the following organizations:

i. Facility Services Directorate (FSD)

ii. Pentagon Force Protection Agency (PFPA)

iii. RRMC Fire Chief

iv. 114th Signal Battalion

v. RRMC Facilities and Engineering Services

2. The Contractor shall reference and comply with Part B – Administrative Project Requirements

(Unclassified) and Part C – Technical Requirements (Classified). If any discrepancy develops between Part B – Administrative Project Requirements and Part C – Technical Requirements contractor shall submit an RFI for clarification.

PART B - Administrative Project Requirements (Unclassified) A. Safety Requirements

1. Health and Safety Standards: The facilities, systems, and equipment design standards of the Occupational Safety and Health Act, Code of Federal Regulations, Title 29, Chapter XVII, Parts 1910 and 1926 as applicable will be incorporated by the Architect-Engineer into all engineering design and analyses furnished pursuant to this contract. Any problems in incorporating these standards due to conflicts with other technical criteria will be promptly submitted to the Contracting Officer for decision.

2. Accident Prevention Plan (APP) and Activity Hazard Analysis (AHA): Before initiation of any work, the

Contractor shall develop and submit to the COR for acceptance a comprehensive site specific Accident Prevention Plan (APP) and Activity Hazard Analysis (AHA), in accordance with EM-385-1-1, U.S. Army Corps of Engineer Safety and Health Requirements Manual (latest edition at time of solicitation on website): http://www.usace.army.mil/SafetyandOccupationalHealth.aspx).

3. Site Safety and Health: The Contractor shall comply with FAR 52.236-13 and all site/safety/health/ environmental/personal protection and pedestrian/vehicular traffic control plans. The APP and AHA shall comply with Occupational Safety & Health Administration (OSHA) rules/regulations/laws, Corps of Engineers Safety and Health Requirements EM 385-1-1, Federal Highway Administration (FHWA) standards/recommendations (if applicable), Uniform Federal Accessibility Standards (UFAS), Architectural http://www.usace.army.mil/SafetyandOccupationalHealth.aspx

Barriers Act (ABA) and all other laws, codes, rules, regulations, executive orders, Authority Having Jurisdiction (AHJ) and guidelines applicable or associated with the type of work required under this contract prior to the start of on-site work. In the event of conflict between any requirements the more stringent requirement shall apply.

4. Other Government Contractor’s Construction Zone: In the event the Contractor’s activities requires them to traverse into an Other Government Contractor’s (OGC) construction zone, the Contractor and their subcontractors shall be responsible for participating in the OGC’s safety training program.

5. First Response Coordinator for Emergency Services: The Contractor’s Site Safety and Health Officer

(SSHO) shall ensure that all of their employees are aware that for emergencies inside the facility they are to call extension 2-2911. Outside the facility or at any RRMC satellite location they are to call the Site Fire Department at 717-878-2911. If there is a minor injury or the need for medical attention they are to go to the Fire Department located in B Corridor to receive the needed attention. All injuries or incidents shall be reported to the COR and Government Safety Representative within 1 hour of the occurrence. The Contractor is required to use the USACE ENG 3394 Accident Reporting Form and submit within 5 business days of an accident/incident.

6. Evacuations or Other Directions From Fire Emergency Services: When evacuations occur, all Contractors and sub-Contractors are required to immediately follow directions from fire emergency services or other Federal employees and evacuate the site. Any other events where Fire Emergency Services provides guidance must be followed. Failure to comply in evacuating or following directions shall result in termination of involved employees from the site. Instructions will be provided to all new employees / workers during the Mandatory FSD Safety and Security Briefing.

7. All personnel, including the design team, entering the Site shall attend the Mandatory FSD Safety and

Security Briefing before starting work on the site. Stickers will be issued at this training to ensure accountability. Orientation shall be scheduled through FSD.

8. The Contractor shall not utilize equipment that will subject the Site to short term or long term exposure limits to carbon monoxide. The Contractor must stop work if 15 ppm is reached. If the Contractor instigates an alarm on a personal monitor, they must stop work. If the site receives a high alarm due to construction activity, Contractor must stop work until levels go below 10 ppm.

9. The Contractor must limit production of particulates during construction and ensure that no airborne particles leave the space in question. High Efficiency Particulate Arrestance (HEPA) vacuums are required.

10. The Contractor shall take all reasonable measures to protect the Site’s personnel and property from exposure, injury or damage resulting from their operations. The Contractor shall be responsible for the cost of restoration work to the Site’s property.

11. Conformance with Site Environmental, Safety and Health Management System (ESHMS): The Contractor shall conform to all environmental, safety and health operational controls. The Contractor shall provide monitoring and management information necessary for the Government to assess environmental performance relative to the goals of the Site Environmental, Safety and Health Management System.

Reference the Roof and Cavity Access Procedures (attached) and the Site ESHMS Regulations (attached) for site-specific regulations.

B. Existing Hazardous Materials: The Contractor can request to review Environmental, Safety and Health (ESH) Divisions database of locations of known hazardous materials, such as lead and asbestos containing materials.

The information in the division data base shall not be considered as a complete database and is for information only.

1. Hazardous Materials Survey, Testing, and Report: The Contractor shall conduct a survey of all existing hazardous materials, including any necessary testing for such materials within all areas affected by the project. The Contractor shall submit a written Hazardous Materials Report to the Government for acceptance. This report shall clearly identify the locations and amounts of each type of hazardous material found during the hazardous material survey and include copies of all hazardous material test results. The Contractor shall comply with all applicable hazardous material procedures provided in the Roof and Cavity Access Procedures (attached), Site ESHMS Regulations (attached) and the Asbestos Management Plan (attached) while performing the survey.

2. Asbestos: A partial list of the types and locations of asbestos follow. If the Contractor’s work disturbs or exposes asbestos, the Contractor shall comply with all applicable Federal, state, local laws and regulations, in addition to the general procedures outlined in the Asbestos Management Plan (attached), Site ESHMS Regulations (attached) and the Roof and Cavity Access Procedures (attached).

a. Naturally Occurring Asbestos: The elemental composition of the rock within the facility may pose a health hazard. Naturally occurring asbestos (NOA) is present in the rock located within the facility. If the Contractor should disturb the NOA, the NOA shall be handled by the Contractor per the established NOA requirements stipulated within UFGS 02 82 14.00 10. The Contractor shall minimize asbestos exposure to all concerned parties and meet the requirements stipulated in EM 385 1-1 06.B.05, 29 CFR 1910.1001; 29 CFR 1926.1101; and 40 CFR 61, Subpart M. In addition, the Contractor shall handle, transport (49 CFR HMR), and dispose of asbestos per applicable codes.

b. The Contractor shall use wet methods for all rock drilling.

c. Asbestos Containing Dust: Chrysotile asbestos fibers have been found in dust with concentrations ranging from non-detectible to 5,200,000 s/cm2 within the industrial areas. The industrial areas are generally considered all areas outside the underground office building (Administration Building) including, but not limited to the roof, cavity, roadways, reservoirs, storage areas, substations, and adits.

Any dust disturbance in these areas will require the Contractor to perform sampling and testing before continuing work. If the test results contain asbestos amounts above background levels of 1,000 s/cm2, the work shall be performed and the dust handled by the Contractor per the established requirements stipulated within UFGS 02 82 14.00 10. The Contractor shall minimize asbestos exposure to all concerned parties and meet the requirements stipulated in EM 385 1-1 06.C, 29 CFR 1910.1001; 29 CFR 1926.1101; and 40 CFR 61, Subpart M. In addition, the Contractor shall handle, transport (49 CFR HMR), and dispose of asbestos per applicable codes.

i. The roof and cavity areas are regulated areas. Reference the Roof and Cavity Access Procedures

(attached).

d. Asbestos Containing Materials: Any asbestos containing material (ACM) shall be handled by the

Contractor per the established ACM requirements stipulated within UFGS 02 82 14.00. The Contractor shall minimize asbestos exposure to all concerned parties and meet the requirements stipulated in EM 385 1-1 06.C, 29 CFR 1910.1001; 29 CFR 1926.1101; and 40 CFR 61, Subpart M.

In addition, the Contractor shall handle, transport (49 CFR HMR), and dispose of asbestos per applicable codes.

e. In addition to the NOA, the following is a non-comprehensive list of hazardous materials that have been identified:

i. Drywall mud,

ii. Pipe wrap within chase walls,

iii. Transite:

a) Bathroom kickboards (12” high and continuous),

b) Behind wainscot,

iv. All tile floor materials:

a) Tile under the carpeted areas,

b) Tile floors exposed,

v. Cove base mastic,

vi. Door closers,

vii. Old lights.

2. Existing Silica Dioxide: Silica dioxide (SiO2) need to be monitored to ensure that the action levels do not exceed those stipulated in EM 385 1-1.06N – Crystalline Silica.

3. Lead: Lead-containing materials may be found at the Site. The Contractor shall reduce the release of lead, lead dust, or lead-based paint into the environment, while complying with all applicable Federal, state, local laws and regulations, in addition to the Site ESHMS Regulations (attached).

4. Hazardous Material Findings: The Contractor shall be responsible for all hazardous material abatement and/or removal necessary to perform the work. Every effort must be taken to perform full abatement and removal, as encapsulation is not an option. If the Contractor, along with COR, determines abatement and removal is not possible and/or feasible, encapsulation shall be allowable, only as approved by the COR.

The Contractor shall be responsible for employee awareness training and for completely removing said hazardous material(s).

5. Removal of Hazardous Materials: The Contractor shall abate hazardous materials such as asbestos, lead, and other contaminants. Removed hazardous materials shall not be mixed with non-hazardous materials, recyclables and generic debris. The disposal manifest (original copy, along with an additional hard and electronic copy) shall be transmitted to the COR within 24 hours of completion.

6. Hazmat Disposal: The Contractor shall be responsible for removal and disposal of all silica dioxide, lead and asbestos bearing materials in accordance with federal, state and local laws, to include 49 CFR Parts 100

– 185. All required notifications of the various agencies are the Contractor’s responsibility.

7. The Contractor shall report any hazardous materials discovered during demolition and/or construction to the COR.

C. Existing Conditions Survey, Testing, and Reports

1. Existing Conditions Survey: The Contractor shall conduct a complete existing conditions survey of all spaces within and adjacent to the project area that have direct impact on the project. The survey shall include all systems affected by the scope of work including those not functional at the time the survey was conducted. The Contractor shall evaluate the availability, capacity, location, and connections of existing utilities including telecommunications and sources of temporary utilities. The Contractor shall survey all components of the architectural (including exterior perimeter walls) and technical requirements. The Contractor shall survey all furniture, fixtures, and equipment (FFE).

2. Existing Conditions Tests: The Contractor shall be responsible for performing any testing necessary to confirm that existing conditions are adequate for the full execution of all planned work (e.g. structural capability, floor condition, mechanical equipment). If the Contractor proceeds with the work before testing and confirmation have been completed, any rework due to issues with unsuitable existing conditions shall be at the cost of the Contractor. This includes implementation of manufacturer’s recommendations, recommended tests, and validation of product’s installation requirements.

3. Existing Conditions Reports: The Contractor shall provide existing conditions reports for Government acceptance. The existing conditions reports shall summarize the findings from the existing conditions survey. All deficiencies and any modifications to the existing conditions shall be identified in the existing conditions report and be presented the report within 60 calendar days from Notice to Proceed (NTP).

Failure to identify deficiencies in the existing conditions reports shall indicate the Contractor’s concurrence that such systems are in good working condition or will be brought to acceptable working condition by the Contractor according to the technical requirements of this RFP.

a. Existing Conditions Report Volume 1 - Existing Furniture, Fixtures, and Equipment (FFE) Report: The

FFE existing conditions report shall include an inventory, including condition and reuse of all FFE located within the project space.

b. Existing Conditions Report Volume 2 – General Report: The Contractor shall include utilities located within the project areas having points of origin outside of the project area. All necessary modifications to the existing systems shall be identified in the existing conditions report and included in the Contractor’s design.

4. Telecommunications Survey: The Contractor shall conduct a comprehensive IT survey of the existing

Telecommunications Infrastructure with the 114th Signal Battalion communications personnel. Survey shall include all infrastructure passing through the project areas.

5. Telecommunications Report:

a. The Contractor shall include a network disposition list in this survey report. The network disposition list shall identify all networks for mission partners and WHS building infrastructure currently in place.

The Contractor shall include the disposition of these networks during and after renovation; these networks may require demolition, replacement and refresh, rollback and replace and/ or left in place during construction.

b. The telecommunications existing conditions report shall include a cable run list and a cable management plan.

c. During the Telecommunications Survey, the Contractor shall tag all cables, beginning with termination point, for future identification and in accordance with ICD/ICS 705 Section I, page 85.

D. Design and Construction Submissions

1. Design Work: The Contractor shall provide a design for the work under this contract in accordance with the requirements of this RFP, any referenced attachments, and all applicable local, state, and federal codes.

The design shall be functional, compatible with existing systems, and shall meet the overall project scope, cost, and schedule. The design for this project shall be coordinated with existing conditions in adjacent spaces as to not cause any safety hazards or adverse impacts to existing systems. All systems, devices, doors and other work, equipment and materials designed, modified and/or installed by the Contractor shall be compatible with and operate in conjunction with existing systems.

2. Obligating the Government: The Contractor cannot obligate the Government. The Contractor shall not assume any design components that will cost the Government.

3. Designer of Record (DOR): The Contractor shall obtain the services of a designated Registered

Architect/Professional Engineer defined in Unified Facilities Criteria UFC 1-300-09N dated 2014_05_01Chapter 2 in paragraph “Registration” to serve as the Designer of Record (DOR). The DOR must have proven experience in design, installation, and commissioning in projects of similar scope and is the design-certifying authority throughout the project. The DOR shall be involved at every step of the project and is responsible for design work of his or her respective discipline.

4. Design Packages: The Contractor shall produce a design package in accordance with the RRMC Electronic

Drawing Standards (attached) and UFC 1-300-09N.

5. For the Issue for Construction (IFC) submission and all submissions during construction, the DOR shall seal, date, and sign all components of the submission in hard copy form as released for construction and provide copies for distribution from the original set. The DOR shall electronically sign and date Issue for Construction (IFC) submissions in accordance with UFC 1-300-09N.

6. Design documentation and specifications shall not be proprietary.

7. All documentation and products produced on this contract shall be in accordance with the Site Security

Classification Guide (attached) and marked in accordance with DODM 5200.01, Volumes 2 and 3.

8. All design deliverables shall be classified in accordance with the RRMC Security Classification Guide

(attached) when submitting all documents.

9. The Contractor shall provide Erosion and Sedimentation controls as required by Federal, State and local laws and regulations. Reference Erosion and Sedimentation plan requirements under PA Code 25 102.4 for earth disturbance exceeding 5,000 SF.

10. Government review or acceptance of any design submission under this contract shall not relieve Contractor of its sole responsibility to perform all contract requirements and deliver a product that in all respects conforms to the contract requirements. Acceptance/review by the Government shall not constitute a waiver or change to the contract requirements unless that change or waiver is expressly approved in writing by the Contracting Officer.

11. Submittals: All construction submittals such as Pre Construction, design, shop-drawings and close-out documents shall be reviewed by the DOR and contain the DOR approval stamp with signature and date along with corresponding specification number and paragraph, variation / deviation notification, and whether the submittal is For Information Only (FIO) or Government Acceptance (GA). All submittals shall also be reviewed by the Contractor’s Quality Control Manages (QCM) and contain the QCM’s stamp with signature. The stamp(s) shall also identify the specific project, transmittal number, submittal description and corresponding date of submittal. If the information is not complete, the submittal shall be rejected and returned to the Contractor. Submittals that contain deviations from the SOW must be specifically identified as containing a deviation from the SOW and contain a detailed explanation for the deviation. Government review or approval of any design document submittal, shop drawing or plan shall not be deemed to approve any deviation from the SOW unless the deviation is specifically identified in the submittal and expressly approved in writing by the Government.

12. Design Coordination with Other Government Contractors (OGCs) and Other Government Agencies: The

Contractor shall coordinate work with OGCs, and shall carefully adapt its design (as applicable), schedule and performance of the work to accommodate the work of the OGCs. The Contractor shall take coordination direction from the COR. The Contractor shall make every reasonable effort to avoid interference with the performance of work by the OGCs, as scheduled by the OGCs or by the Government.

The Contractor shall be responsible for coordinating the work of OGCs and other Government agencies into their design package (as applicable).

13. Telecommunications (NIPR, SIPR, SCI and Telephones): In accordance with the 114th Signal Battalion

Installation Standards (attached) and the Technical Criteria for the Installation Information Infrastructure Architecture (attached), the Contractor shall be responsible for designing, providing, and installing all fiber, copper, power and pathways to support IT infrastructure including but not limited to: conduits, pull boxes, cable trays, wall outlet boxes, pull strings, column boxes, rough-ins, grounding, bonding, and power requirements. The 114th Signal Battalion Project Management Office (PMO) will provide the Contractor with tie-in locations. The Contractor shall be responsible for all wiring and connections.

14. Paint Requirements: All paint used at the Site must be low VOC and determined by using the latest version of method ASTM D6886-03. Refer to Facility Engineering Standards & Construction Guide (attached) for paint colors.

15. Stormwater Management: The Contractor must follow requirements stated in the Site Stormwater Best

Management Practices and be able to define erosion and sediment control measures utilized as referenced in the Pennsylvania Department of Environmental Protection Timber Harvesting Packet (which includes the Erosion and Sediment Control Plan for a Timber Harvesting Operation (3930- FM-WM0155 Rev.

7/2004)) and the Timber Harvest Operations Field Guide For Waterways, Wetlands and Erosion Control.

16. Wild Water Effects and Mitigation: Wild water is defined as water migrating through rock into construction areas. Wild water must be mitigated by the Contractor from reaching the construction area and damaging equipment by corrosion or other damage. Mitigation shall be routing wild water away to be drained away from the construction area on a permanent basis. The Contractor shall provide systems to collect and channel the water via piping to a water inlet.

17. Plumbing Requirements – Reference Facility Engineering Standards & Construction Guide (attached) and applicable code requirements.

a. Insulate all water lines that occur outside the building envelope. No ArmorFlex. Provide Fiber-Glass insulation with PVC jacketing.

b. No PVC pipe, PEX pipe, CPVC pipe or Fernco couplings shall be installed on the Site.

c. The Contractor shall provide access panel to the chase with shut-off valves.

d. The Contractor shall provide isolation valves at every floor (for hot, cold, return) with access on the inside.

e. The Contractor shall provide all copper type L pipe for water.

f. Waste piping to be cast iron no hub.

g. Site must have access to all plumbing and equipment for maintenance

18. Electrical Requirements – Reference Facility Engineering Standards & Construction Guide (attached) and applicable code requirements.

a. For any new permanent and/or temporary electrical work, the Contractor shall provide a short circuit analysis, equipment evaluation, coordination study and arc flash study in accordance with NFPA 70, NFPA 70E and IEEE standards. The Contractor shall use SKM Systems Analysis® software to perform the studies and shall submit all study data electronically to the government in SKM version

7.0.4.5 format. All new permanent or temporary protective devices shall be coordinated with existing protective devices to ensure the proposed design does not affect existing systems. Any required equipment or modifications as a result of these studies shall be the responsibility of the Contractor.

Protective settings for new devices shall be applied by the Contractor after acceptance by the government and prior to energizing any new electrical equipment. Any recommend changes to protective settings for existing devices will be made by the government after acceptance. The Contractor shall not make any changes to the protective device settings for any existing electrical equipment. The Contractor shall provide and install Arc Flash labeling in accordance with NFPA 70E standards for all new permanent and temporary electrical equipment.

b. Electrical panels serving the project area shall have a minimum 25% spare capacity.

c. All low voltage wiring, including security, IT, and controls, shall be in continuous pathways. These pathways shall be furnished and installed by the Contractor after fully coordinating and documenting the locations with Other Government Contractors (OGC) as applicable. Pathways shall be of flex conduit, rigid conduit, or cable tray and installed in accordance with the applicable code.

19. Fire Protection and Life Safety

a. Reference RRMC Regulation 420-90 Fire Prevention and Protection (attached) and applicable code requirements.

b. Fire Alarm and Mass Notification Systems

i. The RRMC fire alarm and mass notification system is manufactured by Notifier®. Any new equipment shall be manufactured by or fully compatible with Notifier® to operate accurately and reliably with the existing system. Modifications to the existing system and new systems shall incorporate mass notification requirements and be compatible with the existing system network.

ii. Fire Alarm and Mass Notification System Shop Drawings: The Contractor shall provide complete information on system additions and modifications per NFPA 72, including specifications, type of system, shop drawings, input/output matrix, battery calculations, point-to-point wiring diagrams for initiating devices and notification appliance circuits, and notification appliance circuit voltage drop calculations submitted for approval.

iii. Fire Alarm As-Built shop drawings shall be provided including source files. There shall be no exclusion of documenting small diameter wires as applied specifically to fire alarm initiating circuits and fire alarm notification appliance circuits. Although these fire alarm wires have a smaller diameter, they are essential for maintaining the fire alarm system.

c. Fire Suppression Systems

i. The Contractor shall provide complete information on system additions and modifications in accordance with the appropriate NFPA Standard (e.g., NFPA 13, 15, 20, 2001) submitted for approval.

ii. Fire Suppression as-built shop drawings shall be provided including source files.

20. Emergency Egress Plans: The Contractor shall include Emergency Egress Plans in all design packages.

21. Design Deliverables

a. The Government will provide a base file for design that the contractor must use.

b. The Contractor’s design and specifications shall document correct size, capacity, location, and connections to meet project requirements.

c. Unless specified otherwise, the Contractor shall provide materials and equipment that are products of manufacturer regularly engaged in the production of such products which are of equal material, design and workmanship. Products shall be in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year period shall include applications of equipment and materials under similar circumstances and of similar size. Materials and equipment shall not be end-of-life products or in the final stages of a product’s existence.

d. The Contractor’s design deliverables shall comply with UFC 1-300-09N and requirements listed within the RFP.

e. Basis of Design (BOD): The Contractor shall develop a BOD for all design submissions and include all disciplines. The BOD narrative, broken out by discipline, shall include design and engineering calculations and assumptions in support of the design and shall describe the systems, components, conditions, and methods chosen to meet the project requirements and design intent.

f. Specifications: The Contractor shall provide project specifications that, in conjunction with the drawings, demonstrate compliance with materials, equipment, execution, field quality control requirements, and RRMC Standards. The Contractor shall provide location and project-specific Division 01 specifications. The products specified shall include equipment, fixtures, devices, and systems to be utilized in the construction of this project.

Per ER-1110-1-8155, specifications shall be prepared using the most current version of SpecsIntact in UFGS format. Specification section numbering shall follow CSI MasterFormat® (latest edition).

g. Design Quality Control (DQC) Plan: The Contractor shall provide a project-specific DQC Plan for acceptance by the Government. No design submission will be received until the DQC Plan is accepted by the Government. The DQC shall include a brief presentation of internal controls and procedures that the Contractor will use to ensure that a quality design is produced, including:

i. Design management approach

ii. Coordination of in-house disciplines and subcontractor participation in design

iii. The DQC Plan shall assure that all services required by this contract are performed and provided in a manner that meets professional architectural and engineering standards.

iv. Design quality control procedures

v. Design-to-cost control

vi. Value engineering

vii. The DQC Plan shall also include project-specific checklists for each discipline to be used during the design and quality control of each design submission.

viii. Design Team organization: The DQC Plan shall clearly demonstrate that the Contractor’s design team members and any significant consultants have appropriate experience by listing the years of experience of each design team member, including a list of related project experience.

h. Design Package Submissions: Each design submission shall demonstrate that all of the project requirements are met prior to the full development of the Construction Documents (CD). The Contractor shall ensure that each of the design submissions adhere to the approved DQC Plan and shall include dual approval signatures of both the DOR and the QCM prior to submission to the Government for each review. The Contractor shall follow the RRMC Electronic Drawing Standards (attached) and UFC 1-300-09N. All package submissions must include source (.dwg, .xls, .doc, etc.) and PDF files.

The following Design Package Submissions are required:

i. 35%

ii. 65%

iii. 95%

iv. 100%

v. Issued For Construction (IFC) Submission

vi. As-Built Submission (See Unclassified Portion of RFP, paragraph K.3.c)

i. 35% Design Package Submission: The 35% design submission shall include all applicable disciplines, any key information from the Contractor’s existing conditions survey, site walks, and any other design data requested to illustrate design intent per UFC 1-300-09N. The submission shall include:

i. Drawings, including title sheet and index, following the RRMC Electronic Drawing Standards

(attached).

ii. Basis of Design including all applicable design calculations.

iii. Specifications: At a minimum, an outline of proposed specification sections applicable to this project and location shall follow the CSI MasterFormat.

iv. Design and Construction Submittal Registers.

j. 65% Design Package Submission: These documents shall address all design aspects that must be incorporated into this project in sufficient detail to show that all systems are defined and developed.

These systems shall be compatible with and work effectively with the existing Site systems. All deliverables shall incorporate any and all 35% design comments, project-related findings, such as testing, investigations and verifications necessary to complete the final design. The submission shall include:

i. Copies of the discipline-specific DOR quality control checklists (provided in Contractor’s DQC

Plan).

ii. 35% comment incorporation back check, using comment spreadsheet from 35% OBR.

iii. Drawings, including title sheet and index, following the RRMC Electronic Drawing Standards

(attached).

iv. Updated Basis of Design including all design calculations.

v. The specifications shall include each applicable specification (including Division 1) updated to be project and location specific.

vi. Updated Design and Construction Submittal Registers.

vii. Finish (color) boards for all finishes and FFE. Finish boards shall contain actual material samples at least 12”x12” in size.

viii. A CD-ROM or DVD containing the SKM analysis for all Short Circuit Analysis, Arc Flash

Analysis and the Coordination Studies.

ix. Commissioning Design Requirements shall be in accordance with the Commissioning section of this RFP and the RRMC Master Commissioning Plan 2015 (attached).

x. 65% Design Submission Telecommunications Drawings and Documentation: Provide registered communications distribution designer (RCDD) – approved drawings in accordance with TIA/EIA- 606-A. The identifier for each termination and cable shall appear on the drawings. Drawings shall depict final telecommunications installed wiring system infrastructure in accordance with TIA/EIA-606-A. The drawings should provide details required to prove that the distribution system shall properly support connectivity from the EF telecommunications and ER telecommunications, CD’s, BD’s, and FD’s to the telecommunications work area outlets. The following drawings shall be provided, as a minimum:

a) T1 – Layout of Complete Building per Floor: Provide drawings indicating location of building areas, serving zones, vertical backbone diagrams, telecommunications rooms, access points, horizontal pathways, grounding system, and other systems that need to be viewed from the complete building perspective.

b) T2 – Serving Zones/Building Area Drawings: Provide drawings showing a building area or serving zone. These drawings show drop locations, cable identifications (IDs), telecommunications rooms, access points and detail call outs for common equipment rooms and other congested areas.

c) T4 – Typical Detail Drawings: Provide detailed drawings of symbols and typicals such as faceplate labeling, faceplate types, faceplate population, installation procedures, detail racking, and raceways.

d) Telecommunications Space Drawings: Provide T3 drawings in accordance with TIA/EIA- 606-A that include telecommunications rooms plan views, pathway layout (cable tray, racks, ladder-racks, etc.), mechanical/electrical layout, and cabinet, rack, backboard and wall elevations. Drawings shall show layout of applicable equipment including incoming cable stub or connector blocks, building protector assembly, outgoing cable connector blocks, patch panels and equipment spaces and cabinet/racks. Drawings shall include a complete list of equipment and material, equipment rack details, proposed layout and anchorage of equipment and appurtenances, and equipment relationship to other parts of the work including clearance for maintenance and operation. Drawings may also be an enlargement of a congested area of T1 or T2 drawings.

e) Other Documentation: Provide the following documentation with the 65% Design Submission:

1) Proposed horizontal and backbone cable routes from displaced customer spaces and from

TRs to major comm (TERM) rooms;

2) Expected cable tray and entering conduit fill percentages based upon the design;

3) Expected cable run lists;

4) Network design;

5) IT design showing network allocations and WAO numbering in displaced tenant spaces.

6) Telecommunications-Related Construction Submittals: Product Data submittals shall include, at a minimum, the manufacturer’s name, trade name, place of manufacture, and catalog model or number. Include performance and characteristic curves.