24R2712_AMENDMENT 0006.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

J

PAGE OF PAGES

1 8

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

27-Jun-2024

4. REQUISITION/PURCHASE REQ. NO.

ACQR6024110

5. PROJECT NO.(If applicable)

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

NAVFAC MID ATLANTIC

PWD OCEANA

FACILITIES ENGINEERING & ACQ DIV

953 HORNET DR SUITE 213

VIRGINIA BEACH VA 23460-2190

See Item 6

8. NAME AND ADDRESS OF CONT RACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

N40085-24-R-2712

X 9B. DATED (SEE ITEM 11)

03-Jun-2024

10A. MOD. OF CONT RACT /ORDER NO.

10B. DAT ED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENT S 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. ACCOUNT ING AND APPROPRIAT ION DAT A (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICAT IONS OF CONT RACTS/ORDERS.

IT MODIFIES THE CONT RACT /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

CONT RACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONT RACT /ORDER IS MODIFIED TO REFLECT THE ADMINIST RAT IVE 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. IMPORT ANT: 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.)

SOLICITATION N40085-24-R-2712, REPAIRS TO EXTERIOR ENVELOPE, BLDG 448, DAM NECK ANNEX, NAS OCEANA, VIRGINIA BEACH, VIRGINIA.

THERE IS NO CHANGE TO THE PROPOSAL DUE DATE AS A RESULT OF THIS AMENDMENT.

PROPOSALS ARE DUE 03 July 2024 AT 2:00 PM.

SEE CONTINUATION SHEETS

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONT RACTING OFFICER (Type or print)

TEL: EMAIL:

15B. CONT RACT OR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNIT ED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

27-Jun-2024

EXCEPTION TO SF 30

30-105-04

STANDARD FORM 30 (Rev. 10-83) APPROVED BY OIRM 11-84 Prescribed by GSA

FAR (48 CFR) 53.243

N40085-24-R-2712

The following have been added by full text:

AMENDMENT 0006

SOLICITATION N40085-24-R-2712, REPAIRS TO EXTERIOR ENVELOPE, BLDG 448, DAM NECK

ANNEX, NAS OCEANA, VIRGINIA BEACH, VIRGINIA

The purpose of this amendment is to answer Pre-Proposal Inquiries, add clause FAR 52.211-18 Variation in Estimated Quantity (Apr 1984), issue technical changes to the Scope of Work and replace “Revised 1748748_B448 Exterior_PRICE SCHEDULE” issued in Amendment 0004 with an updated Price Schedule Form.

Attachment “Revised 1748748_B448 Exterior_PRICE SCHEDULE” is hereby replaced with AMENDMENT_0006_1748748_B448 Exterior_PRICE SCHEDULE.

52.211-18 Variation in Estimated Quantity (Apr 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract.

Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

(End of clause)

Technical Changes:

1) In PART 3 F20 SELECTIVE BUILDING DEMOLITION: Page 17:

Add the following:

“Demolish existing exterior wall in Classroom 105 to facilitate installation of new exterior egress door.”

2) In PART 3, 1.0 PROJECT DESCRIPTION: Page 1

“Provide new door, frame and hardware in exterior wall of Classroom 105 as specified in PART 3 B2030 EXTERIOR DOORS. Door hardware must be provided for egress only. Provide infrastructure for security system. Customer vendor to provide security hardware and wiring.”

3) In PART 3, 1.0 PROJECT DESCRIPTION: Page 1:

“Raise the new exterior door in Classroom 140 to be level with existing raised access flooring. Modify existing exterior wall to facilitate installation of new raised door height. Provide new watertight concrete sill. Provide new ABAAG compliant stoop and ramp on the exterior of the building.”

PRE-PROPOSAL INQUIRIES (PPI’s)

PPI

No.

REFERENCE

QUESTION GOVERNMENT RESPONSE

Page Section Para. Dwg

9 n/a n/a n/a n/a

The preconstruction process required to acquire permits, inspections, and complete the design for this project very likely cause the project to extend beyond the allotted contract time. Please consider extending the contract completion time by 90 days to accommodate the preconstruction process.

See updated Price Schedule.

10 4 Part 3 B10

1.0 Project description states to provide steel

guard railing and ladder access to the mechanical platform but does not mention OSHA or modifying the platform for Navy Fall Protection. B10 Superstructure directs the contractor to address OSHA deficiencies and modify the platform to comply with OSHA and NAVY Fall Protection requirements. Has the government determined if the existing platform itself is OSHA and Navy Fall Protection Compliant?

Can the government provide a list of the current OSHA deficiencies at the mechanical platform? Is the government's intent to have fall protection tie-off points added to the platform? Has the government completed preliminary calculations showing that the existing mechanical platform has the capacity to support Fall Protection loads? If the existing platform itself does not meet the requirements for OSHA and Navy Fall Protection, can the platform be re-built? What are the steel columns founded on?

Please provide guardrails and ladder in accordance with the RFP and OSHA requirements as indicated. This will satisfy the fall protection requirements for the platform. It is not the government's intention to provide fall protection tie-off points here.

It does not appear that original drawings for this existing platform are available. Therefore, the existing column foundations are currently unknown.

11 4 Part 3 B10

Can the government provide a description of the existing roof structure currently covering the Storage Room? What supports the existing roofing and what supports the roof framing? (F10 states that it is a wood roof structure, please confirm and provide description of what supports the wood framing.)

Please refer to the Record Drawings in PART 6

ATTACHMENTS.

12 12 Part 3 D20/D30

The RFP states that safe access to the roof is not possible. Does this mean that there are no existing ladders available to access the roof or does this mean that the existing roof covering and roof framing has failed in some/multiple areas of the building and safe travel across the roof surface is not possible.

There are no existing ladders to access the roof. This was verified at the PreBid site walk-thru.

13 4 &14 Part 3 B10/D30

The RFP directs the contractor to add guard rail and ladder only; then directs the contractor to modify the platform for OSHA and NAVY Fall Protection; then in D30, the RFP states that the existing platform does not meet required clearances around the 4 existing units. Can the government confirm that the existing platform will most likely need to be re-built to satisfy all OSHA/NAVY Fall Protection/TRANE Clearances? If the Platform cannot be re-built, can the platform be added onto on the non-building side without disturbing existing travel paths? Will the existing units need to be moved away from the existing exterior wall in order to satisfy the required clearances?

Mechanical Response - The intent is to modify the existing platform as indicated in PART 3, D30 HVAC of the RFP. Structural Response - Please see response to PPI #10 herein for fall protection requirements.

It is our understanding based on previous discussions and documentation in this report the existing facility is in really poor condition with extensive water damage from roof to floor. Will there be modifications or change orders for unforeseen items (such as repairs for framing and substrate behind the EIFS, repair of interior wall finishes that have water damage, etc). There is no way to discern this without performing destructive demolition prior to bidding.

We cannot plan for unforeseen conditions during construction.

Unforeseen conditions will be addressed during construction.

15 01 33 10.05 20 Deliverables Please confirm only outline specs are required for the 35% Submittal.

Outline specifications are required at 35% submittal.

16 01 33 10.05 20 Deliverables Please confirm that SID and Physical Colorboards are required at each Submittal.

SID and Physical Colorboards are required at each Submittal per the

RFP.

17 01 33 10.05 20 Deliverables

Please confirm that at least (2) color finish schemes will be required for the Colorboards at the 35% Submittal and selections will be made at the OBR review for the scheme moving forward.

Please provide (2) color finish schemes at the 35% Submittal.

Selections will be made at the OBR review.

18 01 33 10.05.20 Specifications

Please confirm the list in paragraph 2 of (minimum font ends) are to be replaced with the Division 01 and 02 Specifications provided as Attachment J. Also, please confirm it is acceptable to use the provided PDFs for the actual specifications on the project.

The IDIQ specifications in Attachment J are minimal requirements. The front end sections must be edited to suit the RFP. The specifications in PART 5 may be used in the front end sections.

19 01 33 10.05 20 Para J

365 calendar days to complete this project with 63 days (3 21-day reviews) of review only leaves 302 days to complete the design and construction of this project. Please confirm if the schedule can be modified to include additional time for any delays.

See response to PPI #9.

20 Part 3 B2010

This section notes to repair the existing CMU backup wall, and then also notes to provide a new back-up wall system. Please confirm which is correct.

The existing east High-Bay wall will require a new back-up system to receive the new wall cladding.

The existing back-up wall must be repaired/prepped to receive the new wall cladding.

21 Part 3 B2010

Is the Insulation / Vapor Retarder / Air Barrier being replaced for the whole building or just in the areas receiving exterior wall repairs.

The entire existing exterior wall finish will be replaced to the existing structure.

22 B2030 Exterior Doors Please confirm that exterior doors should be Level 3, typically exterior doors should be Level 4.

Provide a level 4 for all exterior doors.

23 B2030 Exterior Doors

Due to the limited number of doors on this project please confirm if a certified door hardware consultant is necessary or if the Architectural DOR can provide door hardware.

Please provide a certified door hardware consultant per the RFP.

24 C1010 Partitions

Due to the extensive rework of the existing exterior walls will there be modifications for any additional work to repair the interior partitions

For bidding purposes assume 100 SF. Provide a UNIT PRICE if the assumed SF is less then or exceeds the assumed quantity. See updated Price Schedule.

25 B2010 Canopy

Please confirm what type of canopy should be provided. Is the intent to replace in kind (fabric) or a provide a new prefabricated metal canopy.

The intent is provide a new prefabricated metal canopy. A fabric awning is not desired.

According to Amendment 4, the design for bid options will not be funded until the option is awarded. There is not enough time in bid option 2 to complete a design, retain permits, and complete the work if the work is not awarded with CLIN 0001. Please evaluate the time and consider adding time for the additional work to be completed upon award of the CLIN 0002, if not awarded with CLIN 0001.

See updated Price Schedule.

Is there an area designated for contractor parking or a satellite location need to be used?

A proposed location could be behind the Northwest corner of the two-story structure of the building.

This will be vetted at the PreCon Meeting.

28 Is there an area designated for a job site trailer / laydown area?

A proposed location could be behind the Northwest corner of the two-story structure of the building.

This will be vetted at the PreCon Meeting.

The uncertainty of durations associated with the timeline of awarding CLIN's 2 and 3 makes it unpredictable for us to quantify the amount of time that will be spent on the project. Time on task could fluctuate between 60 and 180 days depending on when you award the bid options. We will need to retain field staff designated for this project during this period of design and that cost will be determined based on the timeline of award. Please evaluate this uncertainty and if possible make these CLIN durations consistent so we can quantify our proposals based on a certain timeline. In addition, the amount of mobilizations required by our subcontractors is also uncertain due to the varying timelines.

See updated Price Schedule.

Could the government provide a photo showing the locations available for water service as noted in 1.2 temporary utilities?

Photos are unavailable at this time.

Please bid on what is provided in the RFP.

Could the government provide a photo showing the locations available for breaker / panel boxes for temporary power connections as noted in 1.2 Temporary Utilities.

Photos are unavailable at this time.

Please bid on what is provided in the RFP.

32 Part 3 B10 Superstructure

Is it the governments intentions to fully replace the steel structure supporting the HVAC units outside of the building? We are unable to quantify the amount of work required to modify the existing structure without an in depth evaluation of the structure. A full replacement will require removal of the existing mechanical units and temporary heating and cooling to be in place to accommodate the tenants during construction.

Mechanical Response - The intent is to modify the existing platform as indicated in PART 3, D30 HVAC of the RFP. Structural Response - Please see response to PPI #10 herein for fall protection requirements.

33 Part 3 B20 Exterior Walls

The amount of CMU Infill associated with water damage to both the exterior and interior of the building can not be quantified using the information provided. Could the government please provide the amount of square feet to be replaced both on the interior and exterior of the repair areas?

For bidding purposes assume 100 SF. Provide a UNIT PRICE if the assumed SF is less then or exceeds the assumed quantity. See updated Price Schedule.

34 Part 3 B2030 Exterior Doors

Could the government provide a number of doors and hardware that is to be replaced for this project?

Please refer to PART 6 ATTACHMENTS for floor plans indicating exterior doors. Door hardware must provide a watertight condition.

35 Part 3 B2030 Exterior Doors

Could the government provide specifications that match the existing base-wide keying system? Also, how many doors will require the keying system?

Replacement interchangeable cores must be compatible with the Best Lock System. For bidding purposes assume all exterior doors require keying.

36 Part 3 B3060 Roof Designer Reqs

The Roof Designer Requirements could differentiate from what the RFP has specified for roof materials. We are unable to quantify the costs associated with the roof designers direction as it is not available at this time. How would the government like us to proceed with qualifying our materials and installation of the roof for bid purposes?

Provide a roofing system covered in PART 3 B30 ROOFING.

37 Part 3 C1010 interior partitions

Could photos be provided of the existing interior floors, ceilings, and walls around the proposed new doors and and frames?

Photos are unavailable at this time.

Please bid on what is provided in the RFP.

38 Part 3 C3030 ceiling finishes

Could Photos be provided of the existing offices of 144 and storage 146 in the locations where exterior work will be

Photos are unavailable at this time.

Refer to PART 6 ATTACHMENTS for location of provided? rooms.

39 Part 3 C3030 ceiling finishes

Could the government provide a list and dimensions of the existing furniture that must be placed to the side during construction?

For bidding purposes assume systems furniture along the entire length of the East wall of the (2) rooms.

40 Part 3 C3030 ceiling finishes

Can work in office 144 and storage room 146 be completed during normal business hours?

For bidding purposes assume work will be required outside of business hours. This will be coordinated at the PreCon Meeting and during Construction.

41 Part 3 D20 Plumbing

The RFP States, "The actual design and construction cost shall be based on the DOR field verify the existing conditions associated with the existing 2” vent terminations and indicate the existing conditions on the design documents. The new design shall reflect the existing conditions and incorporate any work associated with extension or replacement of the existing 2” vent terminations". We cannot quantify or qualify this work as stated in the RFP. How would the government like us to proceed?

PART 3 D20 PLUMBING

indicates quantities and sizes of the plumbing vents for design and construction proposal purposes.

Proceed as directed in the RFP.

42 Part 4 Engineering and Construction Reqs

Part 4 of the RFP contains many additional trade requirements that's not part of Part 3.

Please verify that the additional requirements in part 4 are not included in part 3 or vice versa.

Refer to PART 4 1.0 GENERAL REQUIREMENTS second paragraph as it pertains to PART 3 and PART 4.

43 RFP RFP

The majority of the requirements, specifications, and direction offered in the RFP is lacking necessary investigative and exploratory research as necessary to accurately bid this project. Will the government be providing any further documentation, site visits, or conceptual markups to support the bid process?

The Government has provided all available information for preparation of the RFP. A PreBid site visit opportunity was given to all Contractors bidding on the project.

44 4 Part 3 B10

1.0 Project description states to provide steel

guard railing and ladder access to the mechanical platform but does not mention OSHA or modifying the platform for Navy Fall Protection. B10 Superstructure directs the contractor to address OSHA deficiencies and modify the platform to comply with OSHA and NAVY Fall Protection requirements. Has the government determined if the existing platform itself is OSHA and Navy Fall Protection Compliant?

Can the government provide a list of the current OSHA deficiencies at the mechanical platform? Is the government's intent to have fall protection tie-off points added to the platform? Has the government completed preliminary calculations showing that the existing mechanical platform has the capacity to support Fall Protection loads? If the existing platform itself does not meet the requirements for OSHA and Navy Fall Protection, can the platform be re-built? What are the steel columns founded on?

Please see response to PPI #10 herein.

45 4 Part 3 B10

Can the government provide a description of the existing roof structure currently covering the Storage Room? What supports the existing roofing and what supports the roof framing? (F10 states that it is a wood roof structure, please confirm and provide description of what supports the wood framing.)

See response to PPI #11.

46 12 Part 3 D20/D30

The RFP states that safe access to the roof is not possible. Does this mean that there are no existing ladders available to access the roof or does this mean that the existing roof covering and roof framing has failed in some/multiple areas of the building and safe travel across the roof surface is not possible.

See response to PPI #12.

47 4 &14 Part 3 B10/D30

The RFP directs the contractor to add guard rail and ladder only; then directs the contractor to modify the platform for OSHA and NAVY Fall Protection; then in D30, the RFP states that the existing platform does not meet required clearances around the 4 existing units. Can the government confirm that the existing platform will most likely need to be re-built to satisfy all OSHA/NAVY Fall Protection/TRANE Clearances? If the Platform cannot be re-built, can the platform be added onto on the non-building side without disturbing existing travel paths? Will the existing units need to be moved away from the existing exterior wall in order to satisfy the required clearances?

Please see response to PPI #13 herein.

It is our understanding based on previous discussions and documentation in this report the existing facility is in really poor condition with extensive water damage from roof to floor. Will there be modifications or change orders for unforeseen items (such as repairs for framing and substrate behind the EIFS, repair of interior wall finishes that have water damage, etc). There is no way to discern this without performing destructive demolition prior to bidding.

Destructive demolition was not performed for this project. For bidding purposes assume 100 SF.

Provide a UNIT PRICE if the assumed SF is less then or exceeds the assumed quantity. See updated Price Schedule.

49 01 33 10.05 20 Deliverables Please confirm only outline specs are required for the 35% Submittal. See response to PPI #15.

50 01 33 10.05 20 Deliverables Please confirm that SID and Physical Colorboards are required at each Submittal. See response to PPI #16.

51 01 33 10.05 20 Deliverables

Please confirm that at least (2) color finish schemes will be required for the Colorboards at the 35% Submittal and selections will be made at the OBR review for the scheme moving forward.

See response to PPI #17.

52 01 33 10.05.20 Specifications

Please confirm the list in paragraph 2 of (minimum font ends) are to be replaced with the Division 01 and 02 Specifications provided as Attachment J. Also, please confirm it is acceptable to use the provided PDFs for the actual specifications on the project.

See response to PPI #18.

53 01 33 10.05 20 Para J

365 calendar days to complete this project with 63 days (3 21-day reviews) of review only leaves 302 days to complete the design and construction of this project. Please confirm if the schedule can be modified to include additional time for any delays.

See response to PPI #9.

54 Part 3 B2010

This section notes to repair the existing CMU backup wall, and then also notes to provide a new backu-up wall system.

Please confirm which is correct.

See response to PPI #20.

55 Part 3 B2010

Is the Insulation / Vapor Retarder / Air Barrier being replaced for the whole building or just in the areas receiving exterior wall repairs.

The intent is to replace the entire existing exterior finish system complete.

56 B2030 Exterior Doors Please confirm that exterior doors should be Level 3, typically exterior doors should be Level 4.

See response to PPI #22.

57 B2030 Exterior Doors

Due to the limited number of doors on this project please confirm if a certified door hardware consultant is necessary or if the Architectural DOR can provide door hardware.

See response to PPI #23.

58 C1010 Partitions

Due to the extensive rework of the existing exterior walls will there be modifications for any additional work to repair the interior partitions

For bidding purposes assume 100 SF. Provide a UNIT PRICE if the assumed SF is less then or exceeds the assumed quantity. See updated Price Schedule.

59 B2010 Canopy

Please confirm what type of canopy should be provided. Is the intent to replace in kind (fabric) or a provide a new prefabricated metal canopy.

See response to PPI #25.

60 Part 3 Project Description

Please quantify how many LF of CMU is expected to need repairing or provide and estimated percentage for bidding purposes

For bidding purposes assume 100 SF. Provide a UNIT PRICE if the assumed SF is less then or exceeds the assumed quantity. See updated Price Schedule.

61 Part 3 Project Description Will there be interior lead paint remediation and disposal or only exterior coatings?

Refer to FY21 Study issued by the CS which inlcudes a Hazmat Report.

62 Part 3 Project Description

With the replacement of the roof systems will the existing mechanical and other rooftop equipment be salvaged and reinstalled or will it be replaced?

Refer to PART 3 D30 HVAC as it concerns mechanical and other rooftop equipment.

63 A-101

The concept plans indicate a door being infilled in the classroom. This appears to be a life safety issue as the space square footage would allow over 50 people and does not provide an exit to the exterior.

Please confirm the intent.

The concept drawings in PART 6 ATTACHMENTS were provided for existing conditions only. Please refer to the divider in PART 6 ATTACHMENTS in front of the drawings.

64 A-201 Please provide NAS Oceana BEAP for selection of exterior colors.

The concept drawings in PART 6 ATTACHMENTS were provided for existing conditions only. Please refer to the divider in PART 6 ATTACHMENTS in front of the drawings. Refer to PART 3 B2010 for exterior walls, B2030 for exterior doors and B3010 for roof coverings.

65 A-202

Drawings call for colors to be in accordance with selections on A-202, but A-202 notes all colors as "to be selected". Please confirm.

The concept drawings in PART 6 ATTACHMENTS were provided for existing conditions only. Please refer to the divider in PART 6 ATTACHMENTS in front of the drawings.

66 A-202

Keynote 5 states to provide "trowel grade cementitious, lightweight, polymer modified low shrinkage repair mortar suitable for vertical surfaces" Please confirm this is the prefered method at ALL locations for "repairing" the CMU.

The concept drawings in PART 6 ATTACHMENTS were provided for existing conditions only. Please refer to the divider in PART 6 ATTACHMENTS in front of the drawings.

Part 3 of the RFP calls for replacing exterior doors, but the drawings state to prep, prime, and paint the existing doors and frames.

Please clarify which is correct.

The concept drawings in PART 6 ATTACHMENTS were provided for existing conditions only. Please refer to the divider in PART 6 ATTACHMENTS in front of the drawings.

If the intent is to paint and re-use the existing un-insulated CMU walls in the high bay area there isn't a way to meet the Air/Vapor/ and Insulation Requirements listed in the RFP. Please clarify intent.

The concept drawings in PART 6 ATTACHMENTS were provided for existing conditions only. Please refer to the divider in PART 6 ATTACHMENTS in front of the drawings.

Part 3 of the RFP calls for a new entry canopy, but the drawings state to salvage and reinstall the existing canopy. Please clarify which is correct.

The concept drawings in PART 6 ATTACHMENTS were provided for existing conditions only. Please refer to the divider in PART 6 ATTACHMENTS in front of the drawings.

(End of Summary of Changes)