Amendment_0008.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

P-257 DESIGN-BUILD, SHIP REPAIR TRAINING FACILITY, NORFOLK NAVAL SHIPYARD, PORTSMOUTH, VIRGINIA

The purpose of this Amendment is to provide the follow ing:

1) Revisions to CLIN 0001

2) Attachments

3) Revision to Solicitation, Section 00100 Bidding Schedule/ Instruction to Bidders

4) Additional information regarding One Day Pass request POC information

5) Revisions to RFP Package

6) Responses to PPIs 19-37, 39-73, and 75-210

1. CONTRACT ID CODE PAGE OF PAGES

J 1 49

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

16C. DATE SIGNED

BY 27-Apr-2018

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 N4008518R1107

X 9B. DATED (SEE ITEM 11)

03-Nov-2017

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 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

26-Apr-2018

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518R1107

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been modified:

CONTINUATION PAGE

The purpose of this Amendment is to provide the following:

1) Revisions to CLIN 0001

2) Attachments

3) Revision to Solicitation, Section 00100 Bidding Schedule/ Instruction to Bidders

4) Additional information regarding One Day Pass request POC information

5) Revisions to RFP Package

6) Responses to PPIs 19-37, 39-73, and 75-210

1. Revisions to CLIN 0001 - Page 2 of 16

CURRENT

CLIN 0001

The CLIN extended description has changed from:

Price includes the following or the P-257 Ship Repair Training Facility (CLIN 0001AA- CLIN 0001AE): CLIN 0001AA- Facility complete to the line 5 feet outside the building perimeter; CLIN 0001AB- Site Work; CLIN 0001AC-Design; CLIN 0001AD- Remove temporary modular buildings; CLIN 0001AE Remove geotechnically unsuitable soils; CLIN 0001AE- Remove petroleum contaminated soils, CLIN 0001af- Remove petroleum contaminated soils; and CLIN 0001AG-Demo and excavate buried concrete and debris.

REVISED TO:

Price includes the following for the P-257 Ship Repair Training Facility (CLIN 0001AA- CLIN 0001AG): CLIN 0001AA- Facility complete to the line 5 feet outside the building perimeter; CLIN 0001AB- Site Work; CLIN 0001AC-Design; CLIN 0001AD- Remove temporary modular buildings; CLIN 0001AE Remove geotechnically unsuitable soils;, CLIN 0001AE- Remove petroleum contaminated soils(deleted), CLIN 0001AF- Remove petroleum contaminated soils; and CLIN 0001AG-Demo and excavate buried concrete and debris.

2. Attachments provided in this Amendment (0008)

1. Section 00 22 13 00 20 revised 4.20.18

2. Part 3 Chapter 4, 4th Floor Space Tabulation

3. Small Business Subcontracting Plan(SBSP) template

3. Revision to Solicitation - Page 8 of 73

CURRENT

Section 00100 Bidding Schedule/ Instruction to Bidders

B. PRE PROPOSAL INQUIRIES (PPI)

Offerors who determine that the technical and or contractual requirements of this RFP require clarification(s) in order to permit submittal of a responsive proposal shall submit all questions in writing. Additionally, all inquiries shall be submitted using the Pre-Proposal Inquiries form attached to this solicitation as (Attachment H). All inquiries shall be submitted via email to Trevor Dorsey, Andrew.dorsey@navy.mil no later than 14 calendar days prior to the proposal due date. A response will be published as an amendment to the solicitation.

C. PROPOSAL SUBMISSION REQUIREMENTS

Proposals may be sent via Federal Express (FedEx), United Postal Service (UPS) or hand-carried to the following address:

ATTN: Trevor Dorsey NAVFAC Midlant, Hampton Roads IPT, ACQ Office 9324 Virginia Avenue, Building Z140, RM 225 Norfolk, VA 23511-3015

Security Information: Offerors who would like to hand deliver their proposal and who do not currently have a valid badge issued by the Department of Defense (DoD) to enter Naval Station Norfolk must do the following:

1. Submit the One Day Pass Request Spreadsheet for the Project Proposal Drop-Off (Attachment I):

NO LESS THAN 5 BUSINESS DAYS by prior to the proposal due date. The spreadsheet is uploaded under Additional Documents in NECO. The request shall be sent to Trevor Dorsey at Andrew.dorsey@navy.mil.

REVISED TO:

Section 00100 Bidding Schedule/ Instruction to Bidders

B. PRE PROPOSAL INQUIRIES (PPI)

Offerors who determine that the technical and or contractual requirements of this RFP require clarification(s) in order to permit submittal of a responsive proposal shall submit all questions in writing. Additionally, all inquiries shall be submitted using the Pre-Proposal Inquiries form attached to this solicitation as (Attachment H). All inquiries shall be submitted via email to Danielle Beavers-Rose, danielle.beavers-ros@navy.mil no later than 14 calendar days prior to the proposal due date. A response will be published as an amendment to the solicitation.

C. PROPOSAL SUBMISSION REQUIREMENTS

Proposals may be sent via Federal Express (FedEx), United Postal Service (UPS) or hand-carried to the following address:

ATTN: Danielle Beavers-Rose NAVFAC MIDLANT, Hampton Roads IPT, ACQ Office 9324 Virginia Avenue, Building Z140, RM 225 Norfolk, VA 23511-3015

Security Information: Offerors who would like to hand deliver their proposal and who do not currently have a valid badge issued by the Department of Defense (DoD) to enter Naval Station Norfolk must do the following:

1. Submit the One Day Pass Request Spreadsheet for the Project Proposal Drop-Off (Attachment I):

NO LESS THAN 5 BUSINESS DAYS prior to the proposal due date. The spreadsheet is uploaded under Additional Documents in NECO. The request shall be sent to Danielle Beavers-Rose at danielle.beavers-ros@navy.mil.

4. Additional information regarding One Day Pass Request POC information

If the offeror has already submitted a One Day Pass request, the Government will revise the date on the pass request.

Submission of a new pass request is not necessary. If any other information, besides the date listed on a submitted pass request form, requires a new pass request form with the updated information, should be submitted by 1400 local time on 1 May 2018 to Danielle Beavers-Rose as the sponsor at danielle.beavers-ros@navy.mil.

5. Revisions to RFP Package Continuation sheet Amendment Items

BASIS OF DESIGN

Basis of Design Volumes I, II and III Basis of Design is not a Solicitation, Bid, or Contract document. Delete it from the Solicitation.

PART I, SECTION 00 22 13.00 20, SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

1.3 PLANNED MODIFICATION BID NOTES

End of this paragraph, add the following sub-paragraph:

“h. Do not include NEXCOM Micro-Mart Equipment in Planned Modification CLIN 0012. See PART3:

ROOM REQUIREMENTS – CHAPTER 5, “Other/Special Requirements” and PART6 Attachment, NEXCOM Micro-Mart Equipment and Layout, including cover sheet, for NEXCOM-related scope to be included in the Base Bid CLIN 0001AA (construction) and CLIN 0001AC (design).”

PART I, SECTION 00 22 13.00 20, SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

1.2.1 CLIN-Specific Bid Notes

End of this paragraph, add the following sub-paragraphs:

“i. Intent of this Bid Option is permit PEMB framing economy. Mainframe and girts are expected to be PEMB construction. Wall construction veneer type (masonry) prescribed in the RFP is required to satisfy ATFP criteria, as well as for aesthetic reasons. While a metal roof is not specifically excluded, it is neither described in the RFP nor the intended design aesthetic.”

“j. Deviation from the design intent will be subject to Government approval (including SHPO and other authorities having jurisdiction).”

PART 2, SECTION 01 91 00.15, TOTAL BUILDING COMMISSIONING

1.1 SUMMARY

After the second sentence, add the following:

“Government’s CxA will prepare commissioning specifications for the systems that are to be commissioned.”

PART 2, SECTION 01 91 00.15, TOTAL BUILDING COMMISSIONING

3.1.3 Design Review

In the first sentence, following the first word “The” add: “Government’s”.

PART 2, SECTION 01 91 00.15, TOTAL BUILDING COMMISSIONING

3.2.7 Systems Manual

In the first paragraph, first sentence, following the first word “Contractor” add: “(Design/builder)”. In the first paragraph, immediately preceding “CxA” in both cases where it appears, insert: “Government’s”.

PART 3, CHAPTER 1, PART1.1 PROJECT DESCRIPTION

Second paragraph, first sentence, change to read: “The maximum area permitted under the approved DD1391 is 157,271 square feet.”

PART 3, CHAPTER 4, 4.0 BUILDING REQUIREMENTS

4.1 Space Tabulation

Add page 6-A, Fourth Floor tabulation, attached

PART 3, CHAPTER 5, 5.0 ROOM REQUIREMENTS

Sheet 101 Vestibule Uniformat Section D502001 Branch Wiring Delete: “Power for motorized shades.”

PART 3, CHAPTER 5, 5.0 ROOM REQUIREMENTS

104 - Building Manager Office Uniformat Section E201002 Window Treatments

Change to read: “Manually operated light filtering solar shades".

PART 3, CHAPTER 5, 5.0 ROOM REQUIREMENTS

Room 209 – Training Aid Storage Room 212 – Training Aid Storage Room 239 - Secure Storage Room 243 – Training Aid Storage Room 255 - Training Aid Storage Space Characteristics:

“Minimum Ceiling Height: For all rooms listed above, change from “No ceiling” to “12’-0”.”

PART 3, CHAPTER 5, 5.0 ROOM REQUIREMENTS

In each case where it appears, change “See PART6 Attachment, Government Furnished Equipment Summary” to “See PART6 Attachment, Equipment, Mock-ups/Training Aids.”

PART 3, CHAPTER 5, 5.0 ROOM REQUIREMENTS

Room 106 - 32-Person Classroom (Expandable) Room 106B - 32-Person Classroom (Expandable) Room 106C - 32-Person Classroom (Expandable) D502001 Branch Wiring:

Delete “120V Duplex Receptacles, spacing between receptacles shall not exceed 10 feet on-center," and replace with: "120V Duplex Receptacles, spacing between receptacles at walls and both sides of retractable partitions shall not exceed 10 feet on-center. Use floor box receptacles both sides of retractable partitions."

PART 3, CHAPTER 5, 5.0 ROOM REQUIREMENTS

Room ST01 – Stair 1 Room ST02 – Stair 2 Room ST03 – Stair 3 Room ST04 – Stair 4 Room ST05 – Stair 5

Delete: “C3010 – Wall Finishes – Abuse resistant gypsum board”

PART 3, CHAPTER 5, 5.0 ROOM REQUIREMENTS

Room 152 – TE Practical Test Room Room 154A– Metallography Prep Lab

Add: "D201004 - Sinks - 1 - Utility/Laundry Sink (Floor-supported).”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, A10 FOUNDATIONS

A1030 GROUND FLOOR SLABS

End of the third paragraph, add: “Slabs shall be designed for the loads, parameters, and finish (including finish aesthetic) specified by the RFP. Reinforcing design is the responsibility of the Designer of Record.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, A10 FOUNDATIONS

A1010 STANDARD FOUNDATIONS

First paragraph, change to read: “Provide a deep foundation system consisting of augured cast-in-place piles to support all the building foundations. Displacement drill/auger cast-in-place piles in compliance with this ESR A10 may also be acceptable, subject to Government review. Other foundation systems are not permitted. The Designer of Record is responsible for pile design.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, A10, FOUNDATIONS

A1030 GROUND FLOOR SLABS

Third paragraph, change to read: “Design the facility such that total long-term post-construction settlement of the ground-level slab is limited to a maximum of ¼ inch from the time the slab is cast. For the purposes of this paragraph, ‘long-term’ is defined as ‘for the life of the structure’.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, A10 FOUNDATIONS

A1020 SPECIAL FOUNDATIONS

Third paragraph, 6th bullet point, which begins with, “The top of surcharge elevation must be at least 4 feet above the planned building finish floor elevation …”, add to the end of that paragraph: “Subject to requirement of 4 feet minimum, the final surcharge height is to be determined by the design/builder’s Geotechnical Engineer of Record, based on its detailed geotechnical exploration.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, A10FOUNDATIONS

A1020 SPECIAL FOUNDATIONS

End of this section, add: “Exterior ramps and steps can be founded on conventional shallow foundations, subject to Geotechnical and Designer of Records’ final design requirements, provided soils in area of exterior ramps and steps have been surcharged.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, A10 FOUNDATIONS

A1010 STANDARD FOUNDATIONS

Sub-paragraph 2, add the following: “Negative skin friction is not included in RFP document information regarding pile capacities; contractor’s Geotechnical Engineer shall include negative skin friction (down-drag) in design of piles. See Attachment, Report of Preliminary Geotechnical Exploration, dated 07Mar2016, Appendix D, for frictional resistance from Stratum 3 that was considered in pile design.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, A10 FOUNDATIONS

A1020 SPECIAL FOUNDATIONS

Second paragraph, first sentence, change to read: “The surcharging program shall address all site areas that are outside the building footprint that receive 1 foot or greater of earth fill to achieve appropriate grading (refer to Geotechnical Report in PART6 Attachments), which are subject to backfill-induced long-term settlement; this applies to all site areas within the Project Limits.”

Third paragraph, 5th bullet point, change to read: “Surcharge material must remain in place for a minimum of 120 days, no exceptions.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, B10 SUPERSTRUCTURE

SYSTEM DESCRIPTION

At the Floor Vibration sub-paragraph, after the last sentence, add: “Vibration design parameters that are prescribed in the RFP are for specific specialized use conditions at the upper levels. Designer of Record shall choose and apply appropriate vibration design parameters for all other elevated floor areas.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, B30 ROOFING

B301005 GUTTERS AND DOWNSPOUTS

Delete all content and replace with “Not Used.”

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, C10 INTERIOR

CONSTRUCTION

C101001 FIXED PARTITIONS

Change description of “(Type A)” to: “Metal studs with gypsum wall board on both sides. Depth, spacing, and number of rows of studs vary with conditions."

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, C10 INTERIOR

CONSTRUCTION

C103009 CABINETS

Add: "Provide 24" deep cabinets, except provide deeper cabinets where necessary to accommodate sink sizes indicated."

PART 3, CHAPTER 6, ENGINEERING SYSTEMS REQUIREMENTS, C10 INTERIOR

CONSTRUCTION

C101001 FIXED PARTITIONS

At end of C101001, add: “Provide 2-1/2” (minimum) metal studs and gypsum board furring to the interior side of all exterior CMU walls in the south wing of the building (Column Line 1 and southerly) on Floors 1 (Ground) through 4, except in stairs, storage, mechanical, electrical, and telecommunications rooms.”

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D10 CONVEYING

SYSTEM DESCRIPTION

D101002 PASSENGER ELEVATORS

First paragraph, add to the end of the first sentence: “, with stops on First (Ground), Second, Third, and Fourth floors.”

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D10 CONVEYING

SYSTEM DESCRIPTION

D101003 SERVICE ELEVATORS

First paragraph, add to the end of the first sentence: “, with stops on First (Ground), Second, Third, and Fourth floors.”

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D20 PLUMBING

SYSTEM DESCRIPTION

D202005 SPECIALTIES

Strike the words “stainless steel”.

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D20 PLUMBING

SYSTEM DESCRIPTION

D201001 WATER CLOSETS

End of the second paragraph, add: “Provide chase space as needed to accommodate wall-mounted fixtures.”

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D20 PLUMBING

SYSTEM DESCRIPTION

D202001 PIPES AND FITTINGS

Delete: “Provide cathodic protection by sacrificial anode on metallic piping.”

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D20 PLUMBING

SYSTEM DESCRIPTION

D202003 DOMESTIC WATER EQUIPMENT

End of the third paragraph, add: “Install water heaters and related piping and appurtenances above ceilings in rooms with ceilings, and above ceiling heights in rooms with exposed structure/no ceiling. In any case, lowest portion of installation shall be not less than 8’-4” AFF. Provide supporting structure as required; wood supporting structure is not permitted.”

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D20 PLUMBING

SYSTEM DESCRIPTION

D201004 SINKS

Fourth paragraph, change to read: "Provide free-standing single compartment stainless steel service/laundry sinks, minimum 27" square x 16" deep x 33" tall, with 4" high integral backsplash, in the applied instruction spaces and Washer/Dryer area as shown on the drawings; except that, in Room 154A Metallography Prep Lab, provide sink minimum 54" long x 27" wide x 16" deep, stainless steel sink with integral rim in stainless steel countertop. Provide single control lever faucets at sinks."

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D30 HVAC

SYSTEM DESCRIPTION

Mechanically Ventilated, Indirectly Conditioned by Transfer Air from Adjacent Air-Conditioned Spaces

End of the last paragraph, add: “More than one electrical room may be ventilated with a single exhaust fan, subject to design capacity. Exhaust from all rooms listed above may be routed through an energy recovery device.”

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D30 HVAC

SYSTEM DESCRIPTION

D304001 AIR DISTRIBUTION, HEATING & COOLING

Last paragraph, second sentence, delete: “Provide linear slot diffusers including boot.” And replace with:

"Provide linear slot diffusers including boot in all administration areas."

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D40 FIRE PROTECTION

SYSTEM DESCRIPTION

D4010 FIRE ALARM AND DETECTION SYSTEMS

Third paragraph, last sentence, change to read: “The FA/MNS panel shall have capability for at least 8 pre-recorded messages; however, programming of prerecorded messages not indicated above is not required."

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D40 FIRE PROTECTION

SYSTEM DESCRIPTION

D4010 FIRE ALARM AND DETECTION SYSTEMS

Eleventh paragraph delete: “Provide LED text signs at primary exits to the exterior. The signs shall be backlit with ‘EVACUATE’ and ‘ANNOUNCEMENT’ text,” and replace with: "Provide LED text signs above the door to each egress stairwell and above (or adjacent to door, if above-door space is not available) the substantial means of egress from the level of exit discharge. The signs shall be backlit with ‘EVACUATE and ‘ANNOUNCEMENT’ text."

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, D50 ELECTRICAL

SYSTEM DESCRIPTION

D503001 TELECOMMUNICATIONS SYSTEMS

End of the second paragraph, add: “Wall mounted swing-out racks may be used for SECNET and Legacy networks. Final design, to include telephone rooms that are large enough and of correct geometry to support network infrastructure, is responsibility of the Designer of Record.”

PART 3, Chapter 6, ENGINEERING SYSTEMS REQUIREMENTS, G10 SITE PREPARATION

SYSTEM DESCRIPTION

GOVERNMENT PROVIDED GEOTECHNICAL INFORMATION

Sixth paragraph, delete “As a minimum, the successful bidder’s Geotechnical Engineer must perform additional subsurface exploration (soil borings and/or in-situ testing) and supplementary laboratory testing as necessary to support the design concept. Include laboratory consolidation tests for analysis of settlement.” And replace with:

“As a minimum, the successful bidder’s Geotechnical Engineer must: perform additional subsurface exploration (soil borings and/or in-situ testing); provide supplementary laboratory testing as necessary to support the design concept; and provide laboratory consolidation tests for analysis of settlement, specifically including laboratory consolidation test of Stratum 3 to verify rates and magnitudes of settlement.”

PART 4, PERFORMANCE TECHNICAL SPECIFICATIONS, SECTION B20 EXTERIOR

ENCLOSURE

B203008 EXTERIOR DOOR HARDWARE

1.4 Card Key System

Delete: “Where required, provide card key type access units,” and replace with: “Provide work described in PART3 Chapter 6 ESR D503005 for the Government furnished/Government installed Card Key system described in this sub-paragraph B203008 1.4."

PART 4, PERFORMANCE TECHNICAL SPECIFICATIONS, SECTION B20 EXTERIOR

ENCLOSURE

B2020 EXTERIOR WINDOWS

Third paragraph, delete: “Engineer and install window cleaning access and anchorage to the exterior wall or roof for facilities over three stories tall without interior window cleaning access from pivoting or tilting sash.

Provide anchors in accordance with Occupational Safety and Health Administration (OSHA) standard 29 CFR Section 1910.66."

PART 4, PERFORMANCE TECHNICAL SPECIFICATIONS, SECTION B30 ROOFING

B301005 GUTTERS AND DOWNSPOUTS

Delete all content and replace with “Not Used.”

PART 4, PERFORMANCE TECHNICAL SPECIFICATIONS, SECTION C10 INTERIOR

CONSTRUCTION

C102007 INTERIOR DOOR HARDWARE

C102007 1.1.5 Card Key System:

Delete: “Provide card key type access units for specialized entries as required by the program.” And replace with: “Provide work described in Part 3 Chapter 6 ESR D503005 for the Government furnished/Government installed Card Key system described in this sub-paragraph C102007 1.1.5."

PART 4, PERFORMANCE TECHNICAL SPECIFICATIONS, SECTION D20 PLUMBING

D201003 LAVATORIES

D201003 1.1 COUNTERTOP LAVATORIES:

Delete the first sentence and replace with: “Unless integral bowl is specified elsewhere, lavatories are to be ASME A112.19.3 20-gauge stainless steel. Lavatories shall have minimum dimensions of 19 inches (483 mm) wide x 18 inches (457 mm) front to rear. For countertop locations, lavatory shall have integral self-rim for drop-in installation. For wall-mounted conditions, lavatory shall have nominal 4” high integral backsplash.”

PART 4, PERFORMANCE TECHNICAL SPECIFICATIONS, SECTION D30 HVAC

D301005 SOLAR ENERGY SUPPLY SYSTEM

Delete all content and replace it with “Not Used.”

PART 5, PRESCRIPTIVE SPECIFICATIONS, SECTION 25 50 00.00 20 CYBERSECURITY OF

FACILITY-RELATED CONTROL SYSTEMS

Add the following sub-paragraph:

“1.2.1.1 In addition to requirements in this Section, comply with requirements of UFC 4-010-06.”

PART SIX, ATTACHMENT C, AV SYSTEM REQUIREMENTS

AV Equipment System Controls for the following rooms:

AV System Requirements: 16-Person Classroom (Typical of 18) AV System Requirements: 24-Person Classroom (Typical of 10) AV System Requirements: 32-Person Classroom (Typical of 3) AV System Requirements: 32-Person Classroom (Expandable) AV System Requirements: Conference Room (Typical of 4) AV System Requirements: VTC Room (Typical of 3)

Change “Ethernet switch for local AV LAN connectivity” to: “Ethernet switch for local AV LAN connectivity, dedicated network, consisting of a single Ethernet switch and connected AV control devices within each room.”

PART SIX, ATTACHMENT C, AV SYSTEM REQUIREMENTS

System Capabilities For the following rooms:

AV System Requirements: Classrooms (all) AV System Requirements: Conference Rooms (all) AV System Requirements: Offices (all) Add, “(Note: Lighting control from the AV system is not required.)”

PART SIX, ATTACHMENT C, AV SYSTEM REQUIREMENTS

System Capabilities All rooms:

Add, “(Note: Interface between the Mass Notification network and the AV system is not required.)”

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural Sheet AE101 First Floor Plan:

Note 7, change to read: “Metal Panel Mechanical Screen Wall. All roof mounted equipment is to be located behind this wall.”

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural Sheet CD101 Demolition Plan:

Demolition Note 3, change to read: “Remove guardrail that is fabricated from railroad rail, except that portion of approximately 28 feet that is supporting the existing above-ground vent pipe.”

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural Sheet CI101 Site Improvement Plan:

At the parking area towards the westerly end of the site, change dimension of drive aisle from “24’-0”” to “26’- 0”.”

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural Sheet GI101, Plan C1 – Second Floor Life Safety Plan:

At door to Stair 04 (ST04) change Life Safety calculation designators to: 44”/220/220.

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural Sheets GI101 First and Second Floor Life Safety Plan and AE102 Second Floor Plan Room 259C NDT Room 2:

Relocate door to 259C from the plan-west end to the plan-east end of the plan-south wall (and change swing to

RH).

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural Sheet GI103 Life Safety Site Plan:

At Plan Notes, first sentence, following “UFC 3-600-01”, add: “paragraph 9-3.5.8”. And delete content of the first bullet point that follows the first sentence.

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural Sheet GI103 Life Safety Site Plan:

Add to Plan Notes:

“Flammable & combustible liquids, oxidizing gases, and inert gases will be stored in the labs and training areas where they will be used, in approved flammable storage cabinets. Hazardous materials stored and used, and hazardous waste produced, for the entire building will be in quantities less than the maximum allowed by NFPA 400 table 5.2.1.1.3 for storage in approved cabinets in buildings equipped throughout with an automatic sprinkler system in accordance with NFPA 13.”

PART SIX, ATTACHMENT AB, Drawings: Interiors, Mechanical, Electrical Sheets MH101, MH102, MH103, and MH104, Mechanical Zoning Plans:

At the Legend, above the color-coded list, add: “Differing conditioning requirements, by space type.”

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural PART SIX, ATTACHMENT AB, Drawings: Interiors, Mechanical, Electrical Sheets AE101 and IF101C Room 152:

Change sink symbol to match sink symbol in Room 260 (no countertop).

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural PART SIX, ATTACHMENT AB, Drawings: Interiors, Mechanical, Electrical Sheets AE101 and IF101D Room 150:

Add (free-standing) service sink.

PART SIX, ATTACHMENT AA, Drawings: General, Civil, Landscape, Architectural Sheets AE105 First Floor Partition Plan:

At Room 155B interior partitions, add designator for Partition Type B8 (yellow).

PART SIX, ATTACHMENT R, Geotech Report Report of Preliminary Geotechnical Exploration, dated 07Mar2016, Appendix B Calculations.

At the chart labeled, Pore Pressure Response Using Single Layer Theory, add note: “Input data: Fill height =

4.17 feet; Avg. cv = 0.4 ft2/day; Unit weight = 120 pcf.”

PART SIX, ATTACHMENT G, Temporary Perimeter Security Fence Delete Part 6 Attachment, Temporary Perimeter Security Fence, in its entirety. It is not used, as indicated in the Table of Contents and on the cover page to the Attachment. See Part 3, Chapter 6, G10 for temporary perimeter security fence requirements

PART 2 GENERAL REQUIREMENTS

AVAILABILITY OF CAD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Design (CAD)" drawing files will be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CAD drawing files are not construction documents.

Differences may exist between the CAD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CAD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CAD files, the signed and sealed construction documents govern.

The Contractor is responsible for determining if any conflict exists. Use of these CAD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic CAD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) must be removed.

6. Responses to PPIs

Count Reference Inquiry Responses

Page

Section Paragraph

We request a minimum 10 day bid date extension. In our experience, Contractors are able to give a much more responsive proposal when allowed at least 6 weeks to prepare a design-build proposal and any less may restrict competition.

See Amendment

We request a new/clean bid form.

Amendment #2 provided revisions to the original bid form, but it is very hard to follow.

See Amendment

Will the government provide

AutoCad or Revit Files for our use in creating pricing documents?

See Amendment

Part 6, Attachment AB

Is the equipment that is indicated in the NEXCOM Micro-Mart

Equipment Layout included in the FF&E items noted in CLIN 0012, PLANNED MODIFICATION

ITEM 1? If not, please provide missing data: Royston Quote, Madix Quote, RTC Industries, Semsys

Quote, Visual Elements

See Amendment

Attachment AB

Will any of the NEXCOM equipment be Government

Furnished/Contractor Installed, or purchased by the Contractor through

NEXCOM vendor contracts?

See Amendment

Attachment AD

Is it the design intent that all mechanical equipment be located behind the equipment screen at the Third Floor roof (shown on sheet

AE104), and that no equipment is to be located above the 4th Floor?

See Amendment

Attachment AD

Will scuppers and downspouts be permitted on the North face of the building?

Bid per RFP

26 Part 3, Ch. 5

Please verify that motorized solar shades are required at Vestibule

(101) and Building Manager’s

Office (104) as indicated in the 5.0 Room Requirements sheets

See Amendment

Can we consider the use of steel fiber reinforcing (vs. conventional reinforcing) in the North Building slab-on-grade?

See Amendment

Is this project exempt from Virginia state taxes?

Bid per RFP

What is the intent of the PEMB options (Options 8 & 9) for the high bay areas? Are we to change the exterior veneer and roof systems to receive the full benefit or efficiencies of a PEMB system? If not, we do not believe that this will produce a cost savings and if anything will over-complicate the structure and envelope systems (resulting in higher costs). Please consider deleting these options.

See Amendment

Part 3 3.2.7

Paragraph 3.2.7 Parking states that the "minimum drive aisles width must be 26' ". Sheet CI102 of the RFP drawings shows a 24' wide drive aisle on the parking area west of the new building. Please confirm which is correct.

See Amendment

Part 3, Chapter 4

The 4.1 Room Space Tabulation table does not include any spaces on the fourth floor, nor does it include the two spaces shown at the roof level. Please provide area requirements for all spaces not currently shown in the table.

See Amendment

Part 3, Chapter 5

In the 5.0 Room Requirements sheets, Rooms 209 (Training Aid

Storage), 212 (Training Aid Storage), 239 (Secure Storage), and 255

(Training Aid Storage) call for “no ceiling” under Minimum Ceiling Height but also lists “acoustical panel ceiling system” as the ceiling finish. Which is correct? If the latter, what is the ceiling height?

See Amendment

26 Basis Of Design Ext. Wall Framing

The Basis of Design section of the RFP states that the exterior wall system shall be non‐loadbearing reinforced CMU back‐up for the exterior skin components. Would the government consider the use of heavy gauge metal stud framing for the back‐up wall, instead of CMU?

This would result in substantial time savings for the project schedule.

Bid per RFP

Geotech Report

The RFP tells us not to reuse any of the onsite material for fill. Does the NNSY have a borrow pit area or should we plan on bringing in 100% of the fill material from an area outside of the NNSY?

Bid per RFP

36 RFP Part 1 10 of 73

RFP page 10 of 73 references a Small Business Subcontracting Plan to be submitted within the Price proposal; however, there is no other reference of this document and no template available on NECO.

Please confirm whether the Small Business Subcontracting Plan is required for this proposal.

See Amendment

37 RFP Part 1 C. Proposal Submission

Requirements

RFP Part 1, Paragraph C ‐ Proposal Submission Requirements allows the Offeror to request a One Day Pass for proposal drop‐off, if the

Offerors would like to hand deliver their proposal but do not currently have a valid badge for NS Norfolk.

Please advise if this section of the RFP is also applicable to the Phase 2

Proposal, and that the same procedures can be followed to obtain a One Day Pass for Phase 2 hand delivery.

See Amendment

(PDF)

Part 3, Chapter

6, ESR A1020

SPECIAL

FOUNDATIONS

Para 8

Paragraph states that "Surcharge material must remain in place for a minimum of 120 days." Is it acceptable to remove the surcharge if the requirement in paragraph 10 that "consolidation settlement under the surcharge loading will be considered to be substantially complete when 3 consecutive weekly settlement plate measurements are consistent" be used in lieu of the 120 day requirement?

Bid per RFP

(PDF)

Part 3, Chapter

6, ESR A1010

STANDARD

FOUNDATIONS

Para 1

Are displacement drill/auger displacement cast‐in‐place piles acceptable as an alternative to auger drilled cast‐in‐place piles?

See Amendment

41 Page 1 Part 3 ‐ Chapter

Project Program 1.1 Project Description

The second paragraph indicates a 257,271 gross square foot building.

Other portions of the RFP indicates a 157,271 gross square foot building. Please confirm gross square footage of the building.

See

42 N/A BOD Master Vol

I, II, III

N/A

The Basis of Design (BOD) Master is not listed as an RFP document on the Table of Contents. Is the BOD master a RFP document or for information only. If it is an RFP document, does this document supersede the other documents in the RFP?

See Amendment

43 Sheet AE104 Detail D1 Partial

Roof Plan N/A

Please confirm that elevators do not service the roof level.

See Amendment

(PDF)

Part 3, Chapter

6, ESR A1020

SPECIAL

FOUNDATIONS

Para 8 Will the Government allow surcharging of the soils during the design phase?

See Amendment

45 N/A

Spec Section 00 22 13.00 20

Supplementary Instruction to

Offerors

Para 1

CLIN Item 0001AF Description states work is for demolition and disposal of building debris which is identical to CLIN 0001AG but the CLIN 0001AF line item states Remove petroleum contaminated soils.

Please clarify.

See Amendment

(Amendment

002)

Section 00010 Solicitation

Contract Form Para 1

In order to prepare a comprehensive and accurate design‐build submission, we request a four week extension, to May 1, 2018.

See Amendment

Part 3, Ch. 5

Please verify that motorized solar shades are required at Vestibule

(101) and Building Manager’s Office

(104) as indicated in the 5.0 Room

Requirements sheets

See

RFP AM 02

SF30

Box 14

We respectfully request an extension to the proposal due date, which is currently set for April 10th, 1400 EST. Based on the extent of design required for the civil site work, it would be beneficial to all parties to have adequate time to review and design for the site parameters. In addition, there is another NAVFAC Mid Atlantic proposal due on the same date. Staggering these due dates would be beneficial for all offerors, because it would allow adequate time for subcontractors (particularly small businesses) to provide the most valuable input to both solicitations. Please consider extending this proposal due date 2 weeks.

See Amendment

Part 6 Would the government be willing to share the CAD files for the drawings provided in Part 6 of the RFP?

Bid per RFP

Basis Of Design C.

Per BOD paragraph C. Interior Distribution System subsection Telecommunications System, “SECNET equipment racks will be lockable and will maintain a physical separation from other equipment in the TR.” How much physical separation is required between the

SECNET rack and the other equipment in the room? Where does this requirement come from?

Where can it be found in the SOW?

Please define SECNET and its function? Are there standards or requirements that will need to be addressed with regard to SECNET during design and construction?

Part 3, Chapter 6, second paragraph

Separate equipment racks for NMCI, SECNET, NIPR and Legacy systems are called out in Part 3 Chapter

6/ESR D503001

Telecommunications Systems.

However, the Telecomm Rooms (9' x 8') are only large enough for two racks. Please clarify.

See

Part 4, Chapter 6

The rough‐in scope for Security (ESS) is located in Part 4 Chapter

6/ESR D503005. It tells us to rough‐ in for Door Access system and that rough‐in includes empty conduit system, outlet boxes for card readers, etc. In Part 4 Section

B203008 1.4 Card Key system (Then again in Section C102007) it describes a full ESS scope, in part telling us to provide a card key system capable of accepting a minimum of 12 keycard access levels, security auditing and computer interfacing with existing installations management system.

Please confirm that we are providing door access control rough‐ins only.

See Amendment

Part 3, D202005

In regards to washer boxes, the RFP, Part 3 D202005 Specialties, calls for stainless steel connection boxes. Part 4, D202005 Specialties, calls for PVC. Please clarify which is required.

See Amendment

Part 3, D201001

In regards to water closets, RFP, Part 3 D201001 Water Closets, calls for wall mount. Part 4, D201001

Water Closets, does not clarify wall or floor mounted. RFP Basis of design calls for floor mounted bottom outlet. RFP Drawings do not show chases for wall mounted fixtures. Please clarify what is required.

See Amendment

Part 3, D202001

In regards to domestic water piping, the RFP, Part 3 D202001 Pipes and Fittings, calls for Type K. Part 4, D202001 Pipes and Fittings, calls for Type L for above ground 4” and below and Type K for underground.

Please clarify what is required.

See Amendment

Part 3, D201003

In regards to lavatories, the RFP, Part 3 D201003 Lavatories, calls for stainless steel bowl 19”x16”. Part 4, D201003 Lavatories, calls for vitreous china 19”x18”. Please clarify what is required.

See

Part 3, D301005

In regards to solar water heating, the RFP, Part 3 D301005 Solar

Energy Supply System, States “Not Used”. Part 4 D301005 Solar Energy Supply System has specification for system. Please verify whether or not a solar water heating system is required.

See Amendment

Part 3, D202003

In regards to water heating, the RFP (Part 3 D202003) calls for semi‐ instantaneous electric water heaters with storage for each restroom pair with recirculation. This would equal 8 semi‐instantaneous electric water heaters with storage, expansion tanks and mixing valves, plus additional water heating, expansion tank(s), mixing valve(s) and recirculation pumps for other rooms with sinks and laundry. We believe a centralized natural gas water heating system would be a more cost efficient system. Please confirm that the semi‐ instantaneous electric water heater system is required. And if so, please provide a location for this system at each pair of restrooms. Currently, the RFP drawings do not show any spaces dedicated for water heaters.

See Amendment

6, A1020

Part 3, A1020 Special Foundations, tells us that in addition to surcharging the building and driveway areas, we should surcharge all site areas outside the building footprint that receive 1 foot or greater of fill, refer to the Geotechnical Report. However, we cannot find any mention of surcharging non‐building footprint areas in the Geotechnical Report.

Please confirm this is required.

Bid per RFP

Part 3, Chapter 6

Section B10 Superstructure outlines the requirements for designing for floor vibration in the 3rd and 4th floors of the South wing. However, no mention is made of the 2nd floor labs in the North building. Is there any concerns for structural vibrations in this area?

See

Part 3, Chapter 5

In the 5.0 Room Requirements sheets, Rooms 139A, 139B, 247A and 247B do not have a wall finish indicated. Please clarify.

Bid per RFP

Part 3, Chapter 5

Restrooms 139 A & B / 247 A&B do not have wall finishes listed in the

Room Requirements Section.

Please clarify.

Part 3, D3202003

RFP (Part 3, D202003) calls for semi‐ instantaneous electric water heaters. The only semi‐ instantaneous water heaters we can locate are steam, not electric.

Please provide further clarification or a basis‐of‐design product for reference.

Bid per RFP

(PDF)

Part 3‐ Project

Program 2.3.8

Confirm the entire 3rd and 4th floors are the only secure areas required by the RFP. Provide a copy of the NNSY regulations and procedures listed under Chapter 2 Project Objects paragraph 2.3.8.

Bid per RFP

70 NA NA NA

Provide copies of CADD files for the topographic and utility surveys.

See Amendment

Drawings C‐ 002 and

CI101

20A Package

Sheet C‐002 indicates the work limits extend to the north side of George Washington Highway and creep into Chestnut St. along with Peach St. intersections. However, CI 101 work limits remain on the south side of George Washington Highway. Confirm construction activities are expected to occur on George Washington Highway. We understand traffic control signage will be required for the Lee St intersection with George Washington Hwy (at Gate 18). Also one must consider storm water from the Highway.

Bid per RFP

Part 3 ‐ Project

Program 2.2.6

Special Design Challenges has a bullet point that says “providing a site design that is resilient to withstand sea level rise”. Confirm who determines the sea level rise elevation? Provide the anticipated elevation?

Bid per RFP

pg. 21 of 24

(PDF)

Part 6, Attachment AC Sheet C102

Confirm the RFP does not require a day tank or a stand‐alone fuel pump system for the generator.

75 379 of 488

Part 5 ‐ 25 50

00.00 20

Cybersecurity of Facility‐Related Control Systems

SECTION 25 50 00.00 20 is a subset of Unified Facilities Criteria 4‐010‐ 06, Cybersecurity of Facility‐Related Control Systems, incorporating the controls in NIST 800‐82. Confirm UFC 4‐010‐06 is the overarching guidance for the design/build of the industrial control system cybersecurity controls in this facility.

See Amendment

76 329 of 722

Part 1 ‐ 01 91

10.15 Total

Building

Commissioning

1.1

Paragraph identifies Facility Dynamics as the Commissioning Authority (CxA) retained by the

Government. Will the Government’s CxA be responsible for the development of Commissioning Specifications for the systems identified to be commissioned?

See Amendment

77 329 of 722

Part 1 ‐ 01 91

10.15 Total

Building

Commissioning

3.1.3

Confirm the commissioning positions identified in 01 91 10.15;

CxA, Lead Commissioning Specialist, Technical Commissioning Specialists are positions from the CxA’s firm.

See Amendment

78 329 of 722

Part 1 ‐ 01 91

10.15 Total

Building

Commissioning

3.2.7 Confirm the DB Contractor and not the CxA, is required to develop the

System Manuals.

See Amendment

79 43 of 240 Vol I of III BOD XII Confirm the RFP doesn’t require a lightning protection system for the facility.

Bid per RFP

80 46 of 240 Vol I of III BOD XII. D.

Confirm the RFP allows the contractor to "T" tap existing 11.5kV circuits in existing manholes.

Bid per RFP

RFP, 50 of

240 BOD

RFP Vol I and BOD Vol i

Confirm the project doesn’t require renewable energy systems.

Bid per RFP

Pg. 6 of 24

(PDF)

Part 6, Attachment AC Sheet GI101

Confirm the RFP requires a 36” door from the Second Floor door to Stair 4 [ST04] with a provided egress capacity of 180 and an actual egress load of 220.

See

Pg. 6 of 24

(PDF)

Part 6, Attachment AC Sheet GI101

Confirm the RFP classifies rooms [151A] through [151G] as non hazardous areas for a Business

Occupancy per NFPA 101 §8.7.1.1 or 38.3.2.1. If they are considered hazardous areas, the exit access from other spaces, including Stair 5 [ST05], would need to be separated from these rooms per NFPA 101 §7.5.1.6. If they are considered hazardous areas, confirm exit access.

Bid per RFP

Pg. 396 of

722 (PDF);

Pg. 6 of 24

(PDF)

Part 3, Chapter 4;

Part 6, Attachment AC

Second Floor;

Sheet GI101

Confirm the RFP requires Room 244 ‐ Student Break Room to be 811 SF and the occupant load factor to be 15 SF/person. This would result in an occupant load for the room greater than 50 persons and classified as Assembly Occupancy.

Bid per RFP

Pg. 6 of 24

(PDF)

Part 6, Attachment AC Sheet GI101

Confirm the common path of travel for NDT ROOM 2 [259C] is measured correctly as starting in the plan‐northwest corner of the room instead of the plan‐northeast corner.

See Amendment

Pg. 8 of 24

(PDF)

Part 6, Attachment AC Sheet GI103

Confirm the reference to UFC 3‐ 600‐01 §4‐16.8.3 for fire hydrant spacing is correct.

See Amendment

Pg. 8 of 24

(PDF)

Part 6, Attachment AC Sheet GI103

Confirm the types hazardous materials or waste that will be stored, where will it be stored, and in what quantities?

See Amendment

Attachment C

Confirm the RFP requires the AV LAN to be a dedicated network separate from the communications networks. If so, confirm the infrastructure requirements.

See Amendment

Confirm the RFP's AV requirements regarding the lighting control within the classrooms/conference rooms/offices.

See Amendment

Confirm that the RFP doesn’t require interfacing between the mass notification network and the

AV systems.

See Amendment

Pg. 19 of 376

(PDF)

Volume 6, Attachment R, Report page 8

Para 3

No values are given for estimated primary and secondary settlement.

Please provide estimated values of settlement during preloading process.

See

Pg. 113 of

376 (PDF)

Volume 6, Attachment R, Appendix B

Para 3

Please provide the data the chart labeled "Pore Pressure Response Using Single Layer Theory" is based on? This information does not appear to be included in the report.

See Amendment

Pg. 19 of 376

(PDF)

Volume 6, Attachment R, Report page 8

Para 3

Confirm the settlement listed includes primary and secondary consolidation settlement of very soft CH/OH material (Stratum 3).

See Amendment

Pg. 18 of 376

(PDF)

Volume 6, Attachment R, Report page 7

Para 3

Confirm negative skin friction (down drag) was not considered during pile design, especially for stratum 3 secondary/creep settlement.

Pleease provide revised pile capaciites which take into account negative skin fraction.

See Amendment

Pg. 18 of 376

(PDF)

Volume 6, Attachment R, Report page 7

Para 3

Confirm frictional resistance from Stratum 3 was not ignored in the pile design. Please provide documentation.

See Amendment

Pg. 19 of 376

(PDF)

Volume 6, Attachment R, Report page 8

Para 3

Confirm consolidation tests were not run to characterize the consolidation settlement properties of the soils? If consolidation tests were run, please provide.

See Amendment

(Amendment

002)

Section 00010 Solicitation

Contract Form Para 1

Does the RFP require the PEMB noted in CLIN 0009 and CLIN 0010 to be developed in BIM?

Bid per RFP

(RFP)

SF1442 NA

Confirm Phase II proposals…