36C25224B0016 0003.docx

5. PROJECT NUMBER (if applicable)

CODE

7.

ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER

3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF

PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO.

1. CONTRACT ID CODE

FACILITY CODE

CODE

Offers 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:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(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 electronic communication 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 is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office.

is not, 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.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED

STATES OF AMERICA

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

16A. NAME AND TITLE OF

CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30

PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243 (Type or print) (Type or print) (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code) (If other than Item 6) (Specify type of modification and authority) (such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF

SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer) 607-25-1-6958-0001 607-22-101 Department of Veterans Affairs

GLAC (69D)

115 South 84th Street, Suite 101 Milwaukee WI 53214-1476 Great Lakes Acquisition Center (GLAC) Department of Veteran Affairs Attn: John Meyers (90C) 2500 Overlook Terrace Madison WI 53705-2254 To all Offerors/Bidders

36C25224B0016 09-11-2024

X X X

X

See Attached Summary of Changes

ACCOMPANYING AMENDMENT – 36C25224B0016 - 0003

RENOVATE 7B INPATIENT WARD

WILLIAM S. MIDDLETON VA HOSPITAL, MADISON, WI

I. BID OPENING INFORMATION:

THE BID OPENING DATE REMAINS UNCHANGED AS LISTED BELOW.

a. VIRTUAL BID OPENING INFORMATION:

1) Reminder, there will be no in-person public bid opening process this will be conducted as a public virtual activity.

2) The virtual bid opening will be available to the public via Microsoft Teams at the following link and/or phone number;

Join the meeting now

a) (Meeting will be available to be accessed 15 min prior to bid opening)

b) Meeting phone number: 872-701-0185

c) Phone Conference ID: 174987396#

3) IAW FAR 52.214-5 Submission of Bids and 14.202-8 Electronic Bids; Bids shall be provided via email to the Contracting Specialist at john.meyers2@va.gov as follows;

Vendor bids are due via email as shown above at 12:00 PM local time on 11/13/2024.

The virtual public bid opening will be held at 1:00 PM local time on 11/13/2024 at the link and/or the phone # provided above.

A hard copy submission is not required; any bid that arrives via means other than E-mail shall be rendered technically unacceptable outright and shall not be eligible for award. Any bids received after the date and time specified for receipt of bids will be processed in accordance with FAR 52.214-7 Late Submissions, Modifications, and Withdrawals of Bids (Nov 1999).

4) Ensure your complete bid including bid bond are provided in your submission. The successful low bidder is required to furnish their original bid bond within five (5) days after notification by the Contracting Officer.

5) It is highly recommended that Bidders submit their bid at least one hour prior to bid opening to avoid any transmission issues.

II. THE FOLLOWING CHANGES ARE MADE TO THE SPECIFICATIONS:

Sections Edited – 01 33 23, 07 40 00, 07 53 23, 08 32 13, 11 73 00, 14 92 00, 22 13 00, and 23 73 00.

Sections Removed – 01 45 29, 01 45 35, and 13 05 41.

Sections Added – 02 82 13.13, 08 33 00, 10 51 13, and 25 13 00.

III. THE FOLLOWING CHANGES ARE MADE TO THE DRAWINGS:

Nine drawing sheets were changed including the cover sheet. Please make note of the revision line for the following sheets: GI000, AD102, AE110, AE111, AE301, AE501, AE502, AE503, AI201 and ME402.

Also, a Basis of Design Manufacturer Drawing is provided for patient headwalls.

IV. THE FOLLOWING QUESTIONS AND ANSWERS / CLARIFICATIONS ARE THE RESULT OF BIDDERS REQUEST(S) FOR INFORMATION:

Q1. Sheet HA100, note D. says see specifications 02 82 11 & 02 82 13-19 for Asbestos Abatement and Asbestos Survey but section 02 82 13 is missing. The Hazardous Material Plan HA100 only shows 156LF of pipe insulation needing to be abated. Does the Asbestos Survey (missing) show any additional abatement needed or is the 156LF of insulation all there is?

A1. Spec Section 028213.13 Glovebag Asebestos Abatement provided by Amendment #0002

Q2. • Sheet AI201 lists the two types as 825 LBS and 1,100 LBS of capacity.

· Sheets AE110 and AE111 list the two types as 770 LBS and 825 LBS of capacity.

• Specification 11 73 00 list the two types as 700 LBS and 1,000 LBS of capacity.

The question would be which pair of capacities is correct?

A2. Per the VA’s Safe Patient Handling and Mobility Coordinator, the capacity for the bariatric lift should be 825 lbs.

AI201 updated to 770 lbs and 825 lbs. Spec 117300 Ceiling Mounted Patient Lift System has been updated by Amendment #0002 Q3. Can the non-bariatric capacity of the lift system be reduced to 600 LBS to allow all manufacturers to quote the project?

A3. No, the weight requirement is required Q4. Sheet AI201 indicates that the GC provides the TELEMETRY COMPUTER, and the EPILEPSY COMPUTER. Is this correct or will VA provide them? Also, who will install them, GC or VA?

A4. Telemetry and Epilepsy computers are VA furnished and installed.

Q5. Please ask the designer to determine the deflection limits of the wall panels in subpoint A.2 under Point 2.1 of the spec section 07 40 00. It currently indicates:

• Deflection Limits: For wind loads, no greater than 1/of the span.

A5. Typical Span /180 is the minimum standard for metal panel deflection Spec Section 074000 Roofing and Siding Panels updated by Amendment #0002.

Q6. Can you please confirm if walls are clay tile or stud?

A6. Drawings indicate the older block wall has be previously removed and replaced with steel stud on the last renovation. However, recent experience on other floors had part of the older block wall remaining in small quantities, especially within 2-inchs above the floor elevation.

Q7. Is AISC Certification required for the stairs & railings?

A7. No Q8. Is NOMMA accreditation required for the stairs & railings?

A8. No Q9. Sheet AD101, what is the extent of drywall patching needed in Rm B6099? The entire ceiling? Will there be any drywall wall patching to be done on 6th floor? Demo plan notes none?

A9. Possibly small area of wall patching required. Approximately entire ceiling will need to be patched/replaced. See sheets PPD160 and PP160 Q10. Sheet AE601, what is to hold the batt insulation in at wall type AX and FY?

A10. Insulation to be held in by the Nurse Server casework.

Q11. Are there details for the Patient headwall? No framing or drywall finish details shown where drywall abuts headwall unit?

A11. Basis of Design Manufacturer drawings to be provided.

Q12. Sheet AE310, Detail D2, At exterior wall it notes to tape & sand drywall in front of windows, not sure how this is to be achieved especially in a chase condition. Also, is the shaft wall against the existing wall in detail D? shown backwards? Cannot drywall this as shown.

A12. This method was taken from the 4B renovation to match appearance from exterior. GC responsible for means and method. Shaftwall backwards was a graphical error.

Q13. Sheet AI502, detail C4, is there a trim flange where drywall abuts Laminate or how is edge of drywall to finish? No details.

A13. Gyp to end with tear-away bead or similar detail.

Q14. What kind of finish will be required at glass matt drywall with Hygienic wall covering over it? Just tape and 1 coat?

A14. Refer to manufacturer for installation instructions.

Q15. Sheet AE601, At aluminum doors, there are no details found for finishing at heads and jambs?

A15. Refer to manufacturer for installation details.

Q16. Sheet AE105, In stair 2, what is the ht of the shaft wall in there? No section cut for this.

A16. Full Height, stair landing to stair landing, approximately 11’-0”.

Q17. Sheet AE601, room finish schedule notes VIF for 8th floor ceiling hts. Can we get these hts were new walls are being built?

A17. According to existing drawings ACT height in these areas is 8’-0” AFF and 7’-3” Gyp soffit in B8013.

Q18. Sheet SE111, Detail 1 notes 14g stud framing 4’0.c. Is this the correct spacing? There are no details for cold-formed Attachments to the steel Structure? Slide clips, Slotted tracks, cold roll channels, etc? No details in structural or architectural drawings. Also no attachments for details 2 & 3. No attachment details on AE301 detail C5 at both exterior walls.

A18. Spacing is to match the existing penthouse. Attachment details will be provided by the cold-formed supplier and reviewed by in the shop drawing process.

Q19. Sheet AE301, At Detail C5 it calls for 5/8 drywall and vapor barrier on the interior side of the new chase. Does this need to be a shaft wall condition because I don’t know how we can visqueen and drywall this between existing building and new wall with such limited space and being so high up! ? C1 on sheet AE502 shows the room between the wall and existing building to do this.

A19. See Revision 1, “Amendment #0002” of Drawing AE301, AE501, AE 502, and AE503 for updated details.

Q20. Sheet AE502, detail B6 shows the steel girt in the cold-formed wall? Is this where the girt lands?

A20. See Revision 1, “Amendment #0002” of Drawing AE 502 for updated details.

Q21. Clarify the meaning of “Temporary” in the note under Phasing Legend of Sheet GI110 “Temporary upgrade of existing wall to 1-HR rated fire barrier” .

A21. Provide necessary 5/8” Type X gypsum board from floor to underside of structure above. Seal all penetrations with fire caulking.

Q22. Are we to demo all current water lines on 7th floor and run all new water mains? Don’t we need to have full hot water loop down and back up wall for all hot sinks so that remove bacteria from the hot water system?

A22. Correct. Due to very tight ceiling plenums we will require complete demolition of the existing domestic water mains and replacement as shown. The current VA Plumbing Design Manual references the International Green Construction Code to determine maximum allowable length of branch piping to each fixture. For example, the 24 oz limitation for a patient room sink must not exceed 16’ when using ½” piping at 1/44 oz per foot. An excerpt from that Plumbing Guide Reference has been pasted below for your convenience. Note that there are similar limitations to cold water branch piping. These guidelines were followed in the drawings, but need to confirm compliance in construction if layouts become altered.

“Hot or Tempered Water Supply: Pipe length shall be as short as possible to supply the fixture or equipment. The maximum allowable fixture run-out length of the pipe shall be determined based on the maximum allowable pipe volume method described in Chapter 7 of the International Green Construction Code, latest edition with the following exceptions. Each fixture in the bathroom group shall be evaluated to ensure turnover of hot or tempered water even if separate feed lines are required. For public lavatories and low flow lavatory fixtures 1.9 L/m [.5 gpm], the hot water run-outs lengths shall be limited to a total maximum volume of 0.35 L [12 oz.]. For lavatory faucets, other than public lavatory faucets (including hand washing sinks in patient and exam rooms), the maximum volume shall be 0.7 L [24 oz.] whether the source of hot water is from a hot-water recirculation loop or directly from a heater or boiler”

Q23. Please provide more information including brand name of the metal panels installed in the building, that we have to match: the “corrugated metal panel system to match existing” per keynote 5.20; and the “metal wall panel system to match EHRM addition” per keynote 5.21.

A23. Brand: Alpolic “or equal” Color: BNT Bone White

Q24. Will the VA give us room for installation of a trash/debris-chute for removing the demolition debris, or do we need to plan on using a freight elevator?

If the answer is to use the freight elevator: how far is it from the 7B wing? And what would be the times when we can use it?

A24. This can be more accurately answered during risk assessment and pre-construction meetings. Historically, the VA has provided space for a dumpster and exterior vertical access for demolition and disposal. We expect to provide 6 parking spaces in the lot to the south of B-wing for the duration of the project. The entire lot can be made available with notice for short duration (up to 14 calendar days at a time) activities (crane staging). There is also space on the northeast corner of B-wing that could also be made available for vertical access (debris chute, external elevator, etc.) for the duration of the project.

For bidding purposes, assume the elevators cannot be used for large scale demolition disposal. They can be used for new materials with some restrictions. The freight elevator (S5) is down for modernization from 10/19/24 to 2/7/25, other elevators will be available for contractor use at any time.

The VA Loading Dock (Basement Level) is available for deliveries Mon-Fri 730a-300p (excluding holidays). Our busiest time for medical supply deliveries is 8-11, we prefer any deliveries coming in with construction equipment be first thing in the morning or after 11. We are able to accommodate full size semi’s with sleeper cabs, it is best to come off University Bay Dr if they have a sleeper cab to limit the tight turn towards engineering area and then backing up. Any coordination with deliveries should be set up with Charles.Hellen@va.gov and Michelle.Schmitt@va.gov, at least one day in advance. Loading dock carts are for VA use only. Deliveries must be picked up immediately due to the lack of space in the dock area.

Q25. Selective Demolition and Asbestos Abatement will be some of the first crews onsite, mobilizing shortly after the NTP, with several others following right after. What will be the requirements to allow them to work, given that the badging process typically takes 60-90 days or more?

A25. Onsite superintendent can apply for badging upon contract award and supervise non-badged employees. They can also obtain day passes temporarily while waiting for badges.

Q26. SPECS VOL 2 DIV 11.73.00 Page 143/671 states 1,000 lbs. lifting capacity for bariatric lifts. However DRAWING VOL 1 page 31, AE111 825 lbs. capacity for Bariatric. Which is correct?

A26. Similar to question 2. Per the VA’s Safe Patient Handling and Mobility Coordinator, the capacity for the bariatric lift should be 825 lbs

Q27. Can you please provide as-built drawings of the existing structure so we can estimate the shoring/demolition engineering services?

Can you please provide specific loading requirements for the Carbon Fiber Reinforcement, and specific fire-proofing requirements for the same?

A27. Refer to plans and specs for demolition and structural scope of work.

See detail 9/SE111 for carbon fiber reinforcement details.

See keynote 7.30C on sheet AE310 for fireproofing.

Q28. According with Sheet AI201 the Lockers (3 and 4 tiers) are provided and installed by GC, but we couldn’t find the specifications in the construction documents. Please provide.

A28. Section 10 51 13 added by Amendment #0002

Q29. Will the VA authorize the crews to use the facility toilets, instead of having to go to portable toilets at the ground level?

A29. Crews are authorized to use any facility toilets that are publicly accessible (not staff break room or patient room toilets).

Q30. Can the Superintendent also serve as either the CQM or SSHO?

A30. Per Spec section 013526, 1.9, C, “the SSHO has be a separate qualified individual from the Prime Contractor’s Superintendent and/or Quality Control Manager with duties only as the SSHO.”

The “CQC System Manager” can be assigned as superintendent per section 014500, 3.4, B.

Q31. Can the Superintendent take on the roles of both CQM and SSHO?

A31. See response to #30.

Q32. Is this project tax-exempt? If so, will a certificate be provided?

A32. Not tax-exempt. Taxes are to be included within your pricing.

Q33. What are the badging requirements for this project?

A33. Spec section 010000, 1.5 discusses this topic. “Badging” includes fingerprinting and background check, an review period of approximately 4 weeks, followed by issuance of a badge upon adjudication.

Q34. Will the VA be responsible for hiring the Commissioning Agent?

A34. Per Spec Section 019100, 1.8, C, 1, “The VA will engage the CxA under a separate contract.” Contractor responsibilities are covered in this spec section and other spec sections in other divisions.

Q35. Will a Limited Notice to Proceed be issued if mobilization dates are delayed due to long lead items? If not, would a no-cost extension at the end of the project be considered?

A35. No, there is ample time built into the contract completion date.

Q36. Point 1.2 A. of Section 12 24 00 Window Shades indicates “Color of shade cloth: See Drawings”. The “Material & Color Schedule” chart in Sheet AI101 Finish Schedule does not include the color of the window shades. Please indicate in which other drawing we can find the color, otherwise please provide the information. In addition, please indicate what dimensions our subcontractor should assume for bidding purpose.

A36. Make: Springs Window Fashions “or equal” Model: Springs Manual Double Shades

· 2 shade “set” per window in custom dual shade brackets

· Manual clutch roller shades with Rollease R Series Galaxy Geared Clutches with

· Rollease R-Series idlers

· Each roller to have an appropriately sized aluminum roller

· Turner bottom hems with concealed weight bar and welded hems

· Qualified stainless steel ball chain loops with ball stops to be set in the field

· Each chain with a durable commercial chain hold-down designed so that the chain cannot be removed from the hold-down without removing the screw that fastens the hold-down to the wall

· No horizontal splices are to show on the face of the shades

· Each dual shade system to be covered with a snap-on aluminum fascias 7” high

Color Selections:

Solar shadecloth: SW4100, 10% openness, color Q12 Pebblestone

Blackout shadecloth: Room Darkening/Openness Factor: Opaque Composition: 3-ply Vinyl with 1-Ply Polyester Color: R6003 Creamy Beige

Fascia color: Vanilla

All windows are existing, contractor to verify dimensions in field, window dimensions requiring shades from existing drawings are as followed: (LxW) (28) 113” x 83.25”, (1) 37” x 83.25”, (8) 113” x 73”, (2)31” x 83.25”, (1) 192” x 83.25”

Q37. Are there any prequalification's required of the subcontractor?

A37. No

Q38. Are there any performance or payment bonds required of the subcontractor?

A38. No, the payment and performance bonds are required from the prime on the project.

Q39. What top treatment is preferred for the privacy shades? (Front Fascia, etc).

A39. See updated details on Revision 1, “Amendment #0002” of AE503. Front fascia as required.

Q40. The RCP's have a keynote10.36 - Blackout & Privacy Window Roller Shade (Bid Deduct #2). Does this note indicate a double roller shade?

A40. Blackout and Privacy to be seperate roller shades to match existing. See updated details on Revision 1, “Amendment #0002” of AE503.

Q41. Do the SDCOSB (Service-Disabled Veteran-Owned Small Business) requirements apply to us as a subcontractor?

A41. No, only the prime contractor for the project is required to be an SDVOSB contractor and listed in the VetCert data base.

Q42. Please provide specifications for the metal lockers on this project.

A42. See response to #28.

Q43. Please provide specifications for fall protection system on this project.

A43. Fall protection to utilize existing protection devices provided by VA.

Q44. Please provide specifications for the overhead door noted on drawing page C6-AE201.

A44. Spec Section 083000 Coiling Doors and Grilles provided by Amendment #0002.

Q45. For the sinks that are SS-3 Vendura-Bone is there a model number? It isn’t shown on the plumbing drawings.

A45. Refer to Material & Color Schedule on sheet AI101.

Q46. The PL-1 Formica 858 Pumice states that it’s for the Back of House. Where is the Back of House located?

A46. All locations except where PL-2 and HPl-1 are specified.

Staff Support cabinetry Q47. Will there be a security screening process for anyone working at the hospital? If so, what will that process look like?

A47. See response to #33.

Q48. Will there be elevator access to move material and equipment to the 7th floor?

A48. See respone to #24.

Q49. When is the anticipated start date of this project?

A49. NTP to begin submittal and material procurement process is anticipated to begin by the end of December 2024.

Q50. Is it possible for you to provide pictures of the site, specifically of the 7th floor where the abatement work is required on drawings page HA-100.

A50. Sheet HA100 prepared based on existing drawings, it is a prediction of what ACM exists.

Q51. Can all work be completed during normal working hours? Or will work need to be completed during off hours?

A51. See sheet GI110 for phasing requirements.

Q52. Could you confirm the lead times for any VA-supplied equipment that requires GC installation to ensure alignment with the VA’s target milestones and overall project completion schedule?

A52. VA supplied equipment typically is ordered 4 months in advance of installation per the construction schedule.

Q53. Are there any existing subsurface utilities or structures not shown on the plans that could impact excavation or foundation work? Could you please confirm the location and depth of all known utilities, vaults, or subsoil conditions to prevent potential conflicts during equipment placement and MEP installations? Additionally, regarding crane placement, would the use of and cordoning off the parking spaces to the southwest of the facility be acceptable?

A53. Regarding crane placement, see response to #24.

Q54. Is the med gas outlet connection DISS?

A54. No. While older areas of the hospital utilize DISS connections, most of the newer remodeled spaces have Ohmeda quick connects.

Q55. Is that a rail in the middle of the 2 vertical recessed headwalls?

A55. Basis of Design Manufacturer drawings to be provided.

Q56. Is there an elevation that clearly shows what services are on the headwall?

A56. Basis of Design Manufacturer drawings to be provided.

Q57. At the walkthrough, it was mentioned that a chute was used on previous floor renovations and could be used on this project for demo waste.

With other construction work happening, where can we put a chute?

How much staging room will be available for dumpsters, equipment, etc.

A57. See response to #24.

Q58. Please confirm if the underside of penthouse roof decking is required to be fireproofed similar to beams and columns.

A58. Existing roof decking to be already fire-rated, if during construction it is discovered otherwise, then fireproofing is required.

Q59. Keynote 9.01F on D2/AE310 calls for installing drywall taped & sanded on the window side which cannot be done without removing the window.

A59. This method was taken from the 4B renovation to match appearance from exterior. GC responsible for means and method.

Q60. Confirm if we are to install VA provide fall protection anchors & confirm VA is also supplying the anchor bolts and base plates.

A60. Confirmed, VA will provide fall protection anchors. Contractor is responsible for anchor bolts and attachment method per the specification (stamped shop drawings if required).

Q61. Please confirm if we are to include moisture mitigation under the 7th floor new flooring.

A61. Per specification 090516-Part 3.2 and Part 3.3 testing to be conducted by contractor and Moisture remediation coating to be applied per test results.

Q62. Please confirm if the ceiling mounted patient lift system requires any structural steel supports.

A62. Patient lift systems to be connected to slab above. Refer to Manufacturer installation manual.

Q63. Please advise if AISC structural steel certification can be waived.

A63. AISC structural certification must REMAIN.

Q64. Please confirm GC IS TO HIRE MATERIAL TESTING company as part of CQC program.

A64. Yes, to the extent required in the specifications.

Q65. What is the anticipated start date of this project?

A65. See response to #49.

Q66. Please confirm if all 4 Mechanical duct penetrations on the 8th floor are to receive carbon fiber reinforcing or just the one location that is noted on drawing SE107.

A66. Only the one opening shown on SE107 as this area is a two-way slab with no beams/joists below according to existing drawings. GC to verify. See note 3.6.1 on SE001 regarding core drilling existing slab for pipe penetrations.

Q67. Please confirm if fiber wrap reinforcing is also required at the following mechanical openings. 4 each on the 7th floor, 5 each on the 9th floor and 1 each on the 10th floor.

A67. Only the 8th floor opening in B8061 requires carbon fiber reinforcement as this area is a two-way slab with no beams/joists below according to existing drawings. GC to verify. See note 3.6.1 on SE001 regarding core drilling existing slab for pipe penetrations.

Q68. Please confirm that there are no steel joists on this project and the specification section 05 21 00 is not used.

A68. There are no new steel joists being installed in this project. Section 052100 to be removed.

Q69. Can the SSHO and superintendent be the same person?

A69. See response to #31.

Q70. Can a portion of the parking lot at the south building elevation be dedicated to lay down and staging during construction of the penthouse and exterior duct enclosure?

A70. See response to #24.

Q71. Are there any work hours or workday restrictions for crane hoisting? Construction of the exterior building components will require lifts for material and personnel throughout the duration. Can these activities take place during normal working hours?

A71. See response to #24. In addition, the VA encourages crane work to take place on federal holidays and weekends when possible and if the duration of the lift is only a day or two.

Q72. Are taxes on materials to be included with the bid? Will the Owner be providing a tax-exemption certificate after contract award?

A72. See response to #32.

Q73. Is Autodesk Construction Cloud an acceptable submittal management system if it meets the requirements of spec 01 33 23, par. 1.3.A?

A73. VA will provide, at VA cost, Submittal Exchange to meet the requirements of the spec for submittal logging.

Specification 013323 edited for VA to assume costs for Submittal Exchange.

Q74. The project location is in the lowest seismic design category. Please confirm if spec 13 05 41 applies to the project.

A74. Section 13 05 41 not required and removed from project documents.

Q75. Several locations at 6th floor require plumbing demolition above ceiling. Do these walls go to the deck above? Can a life safety plan be provided for 6th floor to determine which walls are fire/smoke barriers requiring drywall repairs above ceiling?

A75. Please see sheet AD101 for which walls on 6th floor are rated. Refer to legend on sheet GI104.

Q76. Detail 1/SE107 shows a single opening requiring an engineered carbon fiber reinforced system at the floor slab. Is this the only location that receives carbon fiber wrap or is this to be applied at all new floor penetrations?

A76. This is the only location to require carbon fiber reinforcement as this area is a two-way slab with no beams/joists below according to existing drawings. GC to verify. See note 3.6.1 on SE001 regarding core drilling existing slab for pipe penetrations.

Q77. Who is to provide the security camera and epilepsy monitors noted on reflected ceiling plans AE110 and AE111?

A77. VA to provide and GC to install. See sheets AI201 and AI202, items UM051 and UM054.

Q78. What is the make/model and color of the 2 existing walls systems we are to match?

A78. EHRM Tower - Brand: Alpolic Color: BNT Bone White

Penthouse - Brand: Centria Product: BR5-36, Exposed Fastener Panel, Galvanized (G90), 20 gage, smooth texture.

Color: 179 Regal White

Q79. GI110 does not include work at 6th floor. Are there work hour restrictions for 6th floor? What is the ICRA level for temp barriers at 6th?

A79. Refer to sheet AD101 Scope of Work legend. ICRA Level 4 for work on 6th floor (and 8th floor) work.

Q80. Can the VA provide the product specs for the existing brick façade and limestone sills/caps that need to be removed/repaired/replaced?

A80. Product information for these materials is not available, please make efforts to match the characteristics of the existing materials and submit options during submittal reviews.

Q81. What are the anticipated project award and NTP dates?

A81. See response to #49.

Q82. Due to current market volatility, mineral wool insulation is often unavailable or has a very long lead-time to procure. Would fiberglass batt insulation be acceptable in lieu of the specified mineral wool?

A82. No, fiberglass batt not acceptable.

Q83. Detail D1/AE310 shows wall type SA2 with a double layer of drywall against an existing wall. The drywall contractor will not be able to construct the double layer of drywall per drawings/specs due to the existing wall being in the way. Can the double layer be installed at the inside of the shaft or can shaft board be used in lieu of the double layer?

A83. Graphical error, Double layer of gyp can be installed on the inside.

Q84. The existing penthouse exterior walls appear to have insulated metal panels installed over cold-formed metal framing. Not (2) layers of 3" rigid insulation with steel framing in between as drawn. Please confirm if we are to match existing construction or install per the new details.

A84. New details match existing wall construction.

Q85. PVC is listed in the spec as an allowable material for the sanitary waste, drain, and vent system. Please confirm this is correct. If PVC is allowable, please indicate what rooms on 6th and 7th floors would be considered “designated for sleep” that the PVC material would not be allowed to be installed in.

A85. PVC and Copper Tube are not allowable materials for sanitary piping. Cast-iron is allowed, CPVC (LabWaste or ChemDrain) is allowed and preferred locally.

Intent for PVC was for underground applications only and should be clarified in amendment. However, this particular VA campus does allow for CPVC piping, Spears LabWaste or equal, in above ground applications given that it is installed with proper expansion joints for any lengths exceeding 30’.

Q86. Is the intent to provide modular patient head walls for the project? Can a basis of design be provided?

A86. Basis of Design Manufacturer drawings to be provided.

Q87. The spec table of contents is missing spec 08 33 00 in the listing. Can an updated TOC be provided?

A87. Section 083300 is added by Amendment #0002.

Q88. How is the drywall to be finished around openings at patient room head walls? Will a trim cover the opening at the drywall?

A88. Basis of Design Manufacturer drawings to be provided.

Q89. Architectural drawings note to reference specs for hygienic wall cladding, but the specs do not appear to include Altro Whiterock. Are the seams to be heat-welded? Can a spec be provided for this material?

A89. See section 102600 Wall and Door Protection.

Q90. Architectural general floor plan notes indicate coated glass mat tile backer board is required at all shower and wet areas. What are the drywall finishing requirements at these locations?

A90. Refer to hygienic wall covering manufacturer installation instructions.

Q91. Architectural general floor plan notes indicate 16 GA/54 MIL studs are required at toilet plumbing walls and shower seat walls. Is the heavier stud requirement for grab bar and shower seat locations?

A91. Yes, heavier gauge is to support higher load from wall mounted equipment.

Q92. How is the drywall to be finished where it abuts the nurse server cabinet? Reference detail C4/AI502.

A92. Gyp to end with tear-away bead or similar detail.

Q93. Please provide jamb and head framing details for interior hollow-metal and aluminum framed doors.

A93. Refer to manufacturer installation manual for installation details.

Q94. What is the height of the 8th floor drywall ceilings?

A94. According to existing drawings ACT height in these areas is 8’-0” AFF and 7’-3” Gyp soffit in B8013. GC to verify.

Q95. Can framing details be provided for connections where cold-formed metal framing meets structural steel (i.e. requirements for slotted track, clips, etc.)?

A95. Attachment details will be provided by the cold-formed supplier and reviewed by in the shop drawing process. See Amendment #0002 for updated details.

Q96. Can a section detail be provided with the structural drawings to indicate quantity of horizontal members and connection details required at the new enclosure at the south exterior wall? Are any structural connections required below 7th floor? What is the elevation height at the bottom of the duct enclosure?

A96. Reference Detail 8/SE110 for TOS height No additional structure required below 7th floor. Light gauge supplier to submit connections in shop drawings. See updated details in Amendment #0002 Soffit height dimension in Amendment #0002 (C3/AE301) Q97. Architectural drawings show metal stud framing at the exterior duct enclosure at the south elevation. How are the metal studs fastened to the structure? Can the stud framing be installed between the HSS structure?

A97. Attachment details will be provided by the cold-formed supplier and reviewed by in the shop drawing process. See Amendment #0002 for updated details.

Q98. Architectural drawings indicate to reference structural drawings for fireproofing requirements at steel members, but the S drawings do not include those details. Please confirm extents of fireproofing at the penthouse addition and exterior duct enclosure.

A98. Refer to sheet GI103 for fire rating requirements and spec section 078100 Applied Fireproofing. Refer to Sections and details for fireproofing locations.

Q99. Is floor leveling required at 7th floor after demo? Does the entire floor require floor leveling? Do any of the new shower floors require partial floor slab removal to create a recess in the existing slab?

A99. Refer to general note X in General Demolition Plan Notes for floor leveling.

Refer to sheet AD103 for locations to remove floor topping for drains.

Q100. Specs are calling for metal clad ICU doors. Typically these are clear anodized aluminum finish. Please confirm type of finish.

A100. Finish to be anodized aluminum-specification changed by Amendment #0002.

Q101. Please confirm ICU sliding glass doors are to be auto-operated? Where are the hand waves to be mounted?

A101. ICU Sliding doors to be auto-operated.

Hand wave operator to be provided on both sides of each door.

Q102. Please confirm contractors are to furnish and install integral blinds at all W1 windows, HG doors, and G-2P doors?

Reference AE601 notes for door types and window types.

A102. Yes, information on sheet AE601 is accurate.

Q103. Can a basis of design be provided for the 100 mil membrane noted in spec 07 53 23, par.2.4.A?

A103. Specification section 075323 edited to provide basis of design - Carlisle FleeceBack EPDM 100mil.

Q104. Please confirm if duct air leakage testing and vibration and sound testing are required in the TAB scope of work?

A104. Yes, they are required.

Air leakage will be required per excerpt cut/paste below from page 7 of specification 23 05 93. The sound testing requirements were deleted from this specification, but a single line was missed in paragraph 1.1.B.7 that should be considered as omitted also.

“3.4 DUCT AIR LEAKAGE TEST REPORT

A. TAB Agency shall perform the leakage test as outlined in "Duct Leakage Tests and Repairs" in Section 23 31 00, HVAC DUCTS and CASINGS for TAB agency’s role and responsibilities in witnessing, recording and reporting of deficiencies.”

Q105. Keynote #9.01F on sheet AE310 notes to construct a drywall barrier at the existing windows. Can the windows be blacked out with window film rather than installing drywall? Or can the drywall be installed at the interior of the shaft so the seams can be taped without removing a window?

A105. This method was taken from the 4B renovation to match appearance from exterior. GC responsible for means and method.

Q106. Are rooms B7065 and B7069 the only bariatric rooms on the project? Are there any special construction requirements related to the EPI and ISO patient rooms?

A106. B7065 and B7069 are the only bariatric rooms.

Refer to drawings/specs tor differences in EPI/ISO rooms.

Q107. Please confirm if contract has material staging location at facility. If so, where is it? Is prime contractor responsible for any costs associated with staging?

A107. See response to #24. Prime contractor is responsible for all costs associated with staging.

Q108. Please identify the manufacturer of the following existing systems: Public Address, Nurse Call/Code Blue, PACS, Surveillance, Fire Alarm.

A108. Public Address: QSC Amplifiers and Bogen Model S810T725PG8U speakers.

Nurse Call: Ascom Telligence

Code Blue & Duress: Lynx (main panel in Bldg 1, Gnd Floor, B108A)

PACS: C-Cure 9000 by Johnson Controls

Surveillance: exacqVision by Johnson Controls (main panel in Bldg 1, Gnd Floor, B108A)

Fire Alarm: Simplex/Johnson Controls (main panel on First Floor, Rm B1077)

BAS: Tridium Niagra Q109. Drawings indicate that penthouse and duct enclosure metal panels are to match existing. Please provide existing material information (manufacturer, product line, color) for both types of metal panels.

A109. See response to #78.

Q110. Can QCM also fulfill duties as project superintendent?

A110. See response to #30.

Q111. Please provide a detail for pipe penetration to be infilled.

A111. Up to a 6” diameter core can be temporarily bulk headed at the bottom of the opening, coated with a bonding agent and infilled with 5,000 psi non shrink grout.

Q112. Equipment schedule does not list glass markerboards, only whiteboards as VA furnished, contractor installed. Please confirm that there are no glass markerboards on this project and visual display boards will be furnished by the VA as scheduled.

A112. Correct.

Q113. Please provide product information/requirements for scheduled lockers.

A113. Specification section 105113 Metal Lockers added by Amendment #0002.

Q114. Please identify approved locations for cranes/material hoisting.

A114. See response to #24.

Q115. Please provide Statement of Special Inspections and confirm if a SIOR is required for this project.

A115. Spec section 01 45 35 removed per Amendment #0002.

Q116. Is the existing roof currently under warranty? If so, please provide contractor and material information.

A116. For bidding purposes, assume the existing roof is not currently under warranty.

Q117. Please confirm if both fire watch and temporary sprinkler coverage are required in renovation area or if it is either/or.

A117. Temporary sprinklers are required for the duration of the project. Fire watch is not required if temporary sprinklers are in use.

Continual coverage through use of temporary sprinklers will be required throughout entire construction/phasing. Contractor will only be held responsible for fire watch during transitional periods when sprinkler coverage is compromised.

Q118. Is the GC required to use Submittal Exchange? If so, does the GC need to include the cost as part of their bid?

A118. See response to #73.

Q119. The specification calls out to use submittal exchange for submittals. Would Procore be acceptable in lieu of Submittal Exchange?

A119. See response to #73.

Q120. What the material is that signs R.1 and X are made from and the what the pull taps on R.1 are made from?

A120. Signage to comply with Madison VA standard, refer to Madison Interior Signage standards for more information.

Q121. According to the specifications, a quality control officer, a safety officer, and the site supervisor are required to be onsite at all times. Are there any additional personnel that need to be present?

A121. See response to #30.

Q122. Can the site scheduler and site supervisor be the same?

A122. Yes.

Q123. Can you Please confirm is MEP contractors are to provide BIM coordination drawings?

Q123. Per Spec section 010000, 1.24, F, “Permanent Record shall have Building Information Modeling (BIM) interface capabilities.” Design BIM will be provided upon contract award and shall be used for MEP coordination drawings for clash detection and to accurately produce and provide an as-built BIM.

Q124. Ref spec 14 92 00 part 3.8- Is maintenance service required on the entire system currently installed in the medical center or just the pneumatic tube components being installed under this contract? In conversation with the current system representative, they feel monthly maintenance is not necessary, it will be expensive and not necessary. Please confirm what part of the system will require monthly maintenance?

A124. Part 3.8 - Maintenance removed in edited spec section 14 92 00 per Amendment #0002.

Q125. B7059 is shown with different flooring types in the plan sheet and schedule.

A125. Install WSF-3, as shown in the plan view.

Q126. Door pair B7095A is two 4’-2” wood doors listed with a 45-min fire rating. Wood doors of this size and fire rating may not be possible to procure.

A126. If unable to order wood, provide hollow metal doors to achieve fire rating.

Q127. What type of system is used (vendor), number of stations, and the nearest connection point of the new construction?

A127. Current pneumatic tube station on the unit is Pevco and there is one station on the 7B unit per the drawings and specification. The tubing will connect to the system in the same physical location where it currently exists, near the entrance to the 7B unit.

There are no further changes.

Renovate 7B for Inpatient Ward See attached document: S06 - Updated Drawings - 0003.

See attached document: S06 - Drawing AC020204 - 0003.

See attached document: S06 - Updated Spec Sections - 0003.

ACCOMPANYING AMENDMENT – 36C25224B0016 – 0003