36C25521R0075 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) 05/10/2021 589A4-20-158 36C255 Department of Veterans Affairs Network Contracting Office (NCO) 15 3450 S 4th Street Trafficway Leavenworth

KS

66048 36C255 Department of Veterans Affairs Network Contracting Office (NCO) 15 3450 S 4th Street Trafficway Leavenworth

KS

66048 To all Offerors/Bidders

36C25521R0075

X x X

May 21, 2021 by 2:00 PM CDT Renovate Warehouse for Pandemic Preparedness, 589A4-20-158

a. This amendment provides the following: Questions and answers and changes to specification sections :

000110, 013526, 110000 and 316200 and 22 drawings: AC102, AD101, AD102, AE101, AE401, AF101, AF502, ED101, EL101, EP101, M101, M102, M-301, M500, MD101, P101, PD101, PH101, PH103, S001, S301 and S501.

b. Proposal due date has been extended to May 21, 2021 by 2:00 PM CDT.

c. All other terms and conditions remain unchanged.

Questions and Answers

1. Q: Structural drawings-specifications: VA needs to release the GEO-TECH report to the solicitation.

A: A copy of the Geotechnical Report was provided in amendment 2.

2. Q: Drawing S-501: Steel Brace Detail (8) / (9) on sheet S501

a. Contractor request information from A/E – welder cannot access the back side of joint next to the outside walls to weld A: The problem is due to the presence of the existing masonry wall. The Contractor shall selectively remove masonry units as required to access the back face of the steel to complete the welded connection. The removed masonry units shall be restored when the wall is reconstructed and heightened per 11/S502. A similar problem exists where the diagonal tube steel connects to the base plate gussets in Details 10 and 11 / S-501. In these instances, the gusset plate shall be lengthened to permit sufficient weld to occur on only one side. These items will be addressed via addendum with revisions to drawings.

b. Possible bolted connection?

A: Welded connections for this condition are preferred.

3. Q: Structural drawings-specifications: Plans call out micro piles, specs only provide information on driven piles

a. What are testing requirements for micro piles; is sacrificial pile required or proof test?

A: Micro piles are to be provided per the drawings and as specified in revised Section 316200 – see Part 2.1.B-Steel Micropiles. A minimum of one test pile shall be loaded to twice the required design load. The load test may be performed on a pile that is to remain, or it may be performed on a sacrificial pile at the Contractor’s option. Section 316200 will be revised in its entirety and issued via addendum.

4. Q: Plumbing drawings: The plumbing drawings do not show what to do if bid item #2 is accepted. Please advise as to what piping/fixtures/etc. will not be required if this deduct is taken.

A: The ice/water machine shall not be installed if bid item #2 is NOT ACCEPTED.

5. Q: Mechanical drawings; The mechanical drawings do not show what to do if bid item #2 is accepted. Please advise as to what piping/ductwork/equipment/etc. will not be required if this deduct is taken.

A: If Bid Deduct under Bid Item #2 is accepted, the 8x8 duct serving the restroom W08 will be stubbed down from the 12x12 serving WHSE-EF-1 and capped, and the associated exhaust air grille within W08 will not be provided. All other work will be provided as shown on the contract documents.

6. Q: Drawing MD101 notes that the existing heat pump condensing unit is to be relocated in Phase 1 to maintain operation. Where is it to be relocated to? Then it will be demolished after the new HVAC system is installed?

A: Temporary location for condensing unit will be provided via addendum.

7. Q: Drawings P101 and M301: There is a size discrepancy on the makeup water. Drawing P101 shows our connection size to be ¾” to the backflow preventer. Drawing M301 shows 1” from the backflow preventer to the humidifier. Please advise.

A: Detail 4/M301 will be revised via addendum. Makeup water pipe size shall be 3/4”.

8. Q: Drawing M101: There is a size discrepancy on the heating water. Drawing M101 shows 1-1/4” up to the RTU. Drawing M102 shows 1-1/2” down from the RTU. Please advise.

A: Heating water piping to the RTU is 1 1/4”. Basis of Design RTU coil connections are 1 1/2”. Pipe size down from the RTU will be revised via addendum.

9. Q: Mechanical drawings: There are steam traps referenced on multiple drawings as WHSE-T1, WHSE-T2, and WHSE-T3. There are notes that reference a steam trap schedule, however there is no schedule provided. Please advise.

A: Steam trap schedule will be added to Sheet S-501 and issued via addendum.

10. Q: Specifications Section 013526-Safety Requirements: Please advise if the designated SSHO and Competent Person role can be fulfilled by the site superintendent?

A: Yes, SSHO and superintendent duties could be performed by one individual if that individual has the “separate and additional” required SSHO training and experience over and beyond the OSHA 30 certification and documentation is provided with the technical proposal. The superintendent cannot hold more than 2 positions. The Competent Person is a subcontractor position per specs. Specification will be revised via addendum.

11. Q: Specifications Section 013526-Safety Requirements: Will the SSHO be full time separate person?

A: Please see response to Q7.

12. Q: Structural drawings: We are seeking clarification on if the foundational support: is it Helical or Micro-pile in design? There are conflicting documents in the drawings.

A: The foundation support is to be micro-piles. The drawings will be modified via addendum to remove references to helical piers.

13. Q: Structural drawings-specifications: Please provide a geo-tech report A: A copy of the Geotechnical Report was provided in amendment 2.

14. Q: Hazardous Materials: Are we expecting to run into asbestos or lead?

A.: Asbestos-containing materials (ACMs) and Lead-Based Paint (LBP) are not anticipated in the Warehouse as it was constructed in the early-mid 1980s, nor in Area ‘G’ which was constructed in the late 1990s-early 2000s, but in portions of the original Hospital (especially areas constructed prior to the mid-1980s) there may be ACMs or lead-based paint requiring remediation which has not been previously abated. If LBP-painted items or ACMs are found in the original Hospital affecting the Work, i.e. Mechanical Rooms, GC is to notify the COR immediately for direction. OHSA’s “Lead in Construction” guidelines are to be followed if lead-based paint or paint containing lead is encountered. See Section 010010-Medical Center Requirements part 2.0.I-Contact with Asbestos Containing Materials (ACM), along with “Hazardous Materials” notes on Sheet G-002 for additional direction, including requesting most-current copies of Asbestos and Lead Based Paint reports from the COR.

15. Q: Existing Conditions-Equipment: Please verify that the VA will disassemble, move and reassemble all existing racks?

A: VA is to disassemble, move and reassemble existing pallet racks and shelving. Coordination of removal for access to construction activities is to be provided between the GC and COR. Contractor shall account for this time in their construction schedule as COR provides timeline.

16. Q: Existing Conditions-Equipment: Please verify that the VA will move all equipment.

A: Intention is for VA to move equipment designated in the Phasing and Demolition drawings to be moved by the VA; GC is responsible for removal and storage of items not otherwise noted to be done by the VA. GC is to coordinate with VA for scheduling of equipment removal in work areas.

17. Q: Equipment: Please verify that new scale is owner furnished owner installed.

A: New scale shall be Contractor Provided-Contractor Installed. Phasing notes can remain the same except the Contractor shall be responsible for help in relocating the scale. New scale is to be a floor-mounted item that will require installation for the Owner at a temporary location during Phase 1 and relocation in Phase 3. Temporary connection of power for the scale and display to be provided by GC during Phase 1. See electrical drawings for permanent power and scale display connections and installation to be provided by the GC as part of Phase 3. Revisions to drawings and Basis-of-Design information for the scale from the VA will be provided via Addendum.

18. Q: The structural foundation plans (S101) call out using micro-piles for the pile caps, but the specifications (31 62 00) are for driven piles. Also, steel helical piles are being called out in the structural General Notes (S-001). Based upon the soil report and limited access, we would like to confirm that micropiles are the deep foundations that are specified. If so, we need the specifications for micropiles to be provided.

A: Yes, micropiles are to be used. The specifications will be revised via addendum.

19. Q: Also want to confirm that there are only axial loads (25 kips) and tension loads (3.5 kips) and no lateral loads that need to be considered for the design of the micropiles.

A: Correct. Lateral loads need not be considered for design of micropiles.

20. Q: Is pre bid meeting and site visit attendance will be required to participate as GC into this project. We are qualified and are available to participate. Please advise on this .

A: Prebid meeting and site visit are not mandatory, they are just highly encouraged.

21. Q: Is there any chance we can run a test helical pier in Boring 2 area on the Harry S. Truman site? – A: VA is okay with location, as long as distance requirements are met per the A/E, and that testing does not take more than 1 (8 hour) work day.

The test helical pier shall be placed in the vicinity of the geotechnical Boring No. 2, no more than 5’-0” from the building. The Contractor shall follow all other requirements of the drawings and specifications, as well as any time constraints imposed by the VA.

22. Q. We respectfully submit for your consideration a request to approve products as an accepted substitute on Renovate Warehouse for Pandemic Preparedness.

Granitex High Build

· Epoxy 100 Datasheet_1487267744

· Polyurethane 100 Data_1487268122

· Epoxy 300 Flex Datasheet_1487267773_1505857120

· Epoxy 400 Datasheet_1487267785

· Granitex Brochure-v2_1409864728_1488307977

· Granitex High Build - Specifications_1487273404

· Granitex High Build_System Datasheet_1546982637

· GranitexColorChart_1389393080_1488308642

A. Slip Resistance coefficient requirement – the ASTM test they reference is not current, plus testing was withdrawn in 2006. No information was provided on how to make a coved base as called out in the Color/Room Finish Schedules on AE601. Product does not appear to be able to be placed on vertical surfaces like resinous epoxy such as what’s specified. Substitution request is rejected – use specified materials.

23. Q. At the time of bid, it is unlikely that we will be able to definitively identify our subcontractors for the trades called out in Factors 3, 4, and 5. As such, would the VA consider omitting the Factors 3, 4, and 5 requirements for subcontractor personnel and past performance information?

A. Factor 3,4 and 5 remain and are required.

24. Q. If you decide not to omit the Factors 3, 4, and 5 requirements, will the VA consider allowing the submission of the required information for multiple potential subcontractors for each trade?

A. If you are not sure who exactly you will use then submit more than one company but they have to meet the qualifications and you have to clearly identify for which factor you are submitting information for.

25. Q. Will CPARS evaluation forms suffice for the Factor 1 Relevant Past Performance of Prime Contractor requirements, provided they for the same projects that we submit under Factor 2 Technical Construction Experience?

A. You have to submit what is asked for in factor 1 and 2 . You can submit the same projects for factor 1 and 2. CPARS does not suffice for the information requested.

End of Questions.

GENERAL ITEMS:

SPECIFICATION ITEMS

Item G1: Section 00 01 10 – TABLE OF CONTENTS: At Section 31 62 00, change title from “DRIVEN PILES” to “DRIVEN OR DRILLED MICROPILES.”

a. See attached portion of Section 00 01 10 page 4 issued as part of this Amendment 3# Item G2: Section 01 35 26 – SAFETY REQUIREMENTS: At paragraph 1.7 – SAFETY AND HEALTH OFFICERS” (SSHO) AND “COMPETENT PERSON (CP)”, make the following revisions to paragraphs 1.6.C and 1.7.A:

a. At 1.6.C, delete the last sentence of the paragraph starting with “SPEC WRITER NOTE:” and ending with “…(See Section 1.7. (C) for choice.).

b. At 1.7.C, delete the last sentence of the paragraph starting with “However, the SSHO…” and ending with “…with duties only as the SSHO.:”

c. See attached portion of Section 01 35 26-pages 12-13 issued as part of this Amendment 3#.

Item G3: Section 01 45 29 – TESTING LABORATORY SERVICES: Add Testing for High-Capacity Drilled & Grouted Micropiles per revised Section 31 62 00, paragraph 1.9.H.

Item G4: Section 01 45 35 – SPECIAL INSPECTIONS: Add Testing for High-Capacity Drilled & Grouted Micropiles per revised Section 31 62 00, paragraph 1.9.H.

Item G5: Division 11 – Equipment: Floor Scale - refer to cut sheets attached by this Addendum #1 for information related to Floor Scale and Indicator (Equipment Schedule Mark ‘FS-1) to be Contractor Provided-Contractor Installed (CC). Basis-of-Design is Adam Equipment (www.adamequipment.com) AELP-Series Pallet Beam Scale, Model ‘AELP 1000’ (2,200 lb capacity) with two beams, ‘GKa’ LCD Digital Indicator, shielded cable and related accessories to provide a complete installation.

END OF GENERAL ITEMS – Amendment 3#

ARCHITECTURAL:

SPECIFICATION ITEMS (None)

DRAWING ITEMS

Item A1: Drawing PH-101: Make following revisions:

a. Sheet Notes: Revise Sheet Note ‘30’ – Add to end of note “See Mechanical drawings for temporary relocation of existing heat pump condensing unit.” See supplemental drawing PH101 issued as part of this Amendment #3.

b. Sheet Notes: Revise Sheet Note ‘6’ – delete text and revise to say “GC to provide new Floor Scale and Wall-Mounted Display. Location to be determined by COR. Contractor to provide power for temporary scale location and installation of scale display. See Electrical drawings” See supplemental drawing PH101 issued as part of this Amendment #3.

Item A2: Drawing PH-103: Make following revisions:

a. Sheet Notes: Revise Sheet Note ‘21’ –add text “GC to relocate new Floor Scale and Wall-Mounted Display from temporary location to permanent location.” See supplemental drawing PH103 issued as part of this Amendment #3.

b. Sheet Notes: Add Sheet Note ‘22’ – “Work for Ice & Water Dispenser to be deleted if Bid Item #2 accepted. See Mechanical drawings” Add Sheet Note 22 to Floor Plan next to location for Ice & Water Dispenser on east wall outside of Room W08. See supplemental drawing PH103 issued as part of this Amendment #3.

Item A3: Drawing AD101: Sheet Notes: Add Demolition Sheet Note ‘41’ – Narcotics Cage Enclosure – “Contractor to disassemble and store Narcotics Cage Enclosure for reinstallation as part of Phase 3 work. See Electrical and Tech for additional items related to Cage” Add Sheet Note ‘41’ inside Narcotics Cage Enclosure in Room W03A. See supplemental drawing AD101 issued as part of this Amendment #3.

Item A4: Drawing AD102: Roof Plan-Demolition – Revise plan note “Existing A/C Unit” to add “See Mech for relocation.” See supplemental drawing AD101 issued as part of this Amendment #3.

Item A5: Drawing AE101: Make following revisions:

a. Sheet Notes: Revise Sheet Note ‘14’ – change from “VA Provided” to “VA Provided-Contr. Installed (VC).” Add “See Mechanical drawings for work related to location and installation of VA-provided Ice & Water Dispenser. If Bid Item #2 for deletion of new Rooms W08 and W09 is accepted, Ice & Water Dispenser is to be deleted.” See supplemental drawing AE101 issued as part of this Amendment #3.

b. Sheet Notes: Revise Sheet Note ‘33’ – Change to say “New Floor Scale (CC).”

Item A6: Drawing AE401: Make following revisions and additions:

a. General Notes: Add ‘8. Refer to “Bid Items and Deduct Alternates” on Sheet G-002 for Base Bid and Bid Item descriptions.”

b. Sheet Notes: Add Sheet Note ‘4’ – “Delete Ice & Water Dispenser if Bid Item #2 for deletion of new Rooms W08 and W09 is accepted.” See supplemental drawing PH103 issued as part of this Amendment #3.

c. Sheet Notes: Add Sheet Note ‘5’ – “Floor Scale (CC). (Temporary Location) – Contractor Provided-Contractor Installed. See Phasing Plans PH101 thru PH103 and Sheet AE101 for Final Location at end of Phase 3.” See supplemental drawing AE401 issued as part of this Amendment #3.

d. Enlarged Plan C5: Add Sheet Notes 1,2,3, & 4 per Supplemental drawing AE401 issued as part of this Amendment #3.

e. Enlarged Plan ‘D2’ – Add Floor Scale location and Sheet Note ‘5’ for “Floor Scale (Temporary Location). See supplemental drawing AE401 issued as part of this Amendment #3.

f. Equipment Schedule –Make following revisions:

i. IW-1 “Ice & Water Dispenser – Add note “Delete Ice & Water Dispenser if Bid Item #2 for deletion of new Rooms W08 and W09 is accepted.” See supplemental drawing AE401 issued as part of this Amendment #3.

ii. Add “FS-1 – Floor Scale – Contractor Provided-Contractor Installed.” See supplemental drawing AE401 issued as part of this Amendment #3.

iii. Add Notes to bottom of Schedule:

1. “Note 1: See Phasing and Floor Plans for Temporary Location of Scale during construction in Room W07 and Final Location in Room W03C.”

2. “Note 2: If Bid Item #2 is accepted, delete toilet accessories in Room W08 and Ice & Water Dispenser outside of Room W08.”

Item A7: Drawing AC102: Replace Detail ‘B7’. See supplemental drawing AC102 issued as part of this Amendment #3.

Item A8: Drawing AF101:

a. General Notes: Add General Note ‘7’ – “Refer to “Bid Items and Deduct Alternates” on Sheet G-002 for description of Base Bid and Bid Items.” See supplemental drawing AF101 issued as part of this Amendment #3.

b. Sheet Notes: Add Sheet Note ‘7’ to BR-1/CR-1 on south walls of Rooms W08-W09.Add Keynote ‘7’ – “Bumper Rail/Crash Rail – if Bid Item #2 accepted, install BR-1/CR-1 between Doors W04 and W04A.” See supplemental drawing AF101 issued as part of this Amendment#3.

Item A9: Drawing AF502: Signage Schedule - At Signs #19, 20 and 21, add note “Delete sign if Bid Item #2 accepted.” See supplemental drawing AF502 issued as part of this Amendment #3.

END OF ARCHITECTURAL - Amendment #3

STRUCTURAL:

SPECIFICATION ITEMS

Item S1: Section 31 62 00 – DRIVEN PILES:

a. Replace Section in its entirety with revised Section 31 62 00 - “DRIVEN OR DRILLED MICRO PILES” pages 1-14 as provided in this Amendment #3.

b. Clarification – High Capacity Drilled & Grouted Micropiles are to be provided. Information on micro piles is provided in the Specification including Part 2.1.B-Steel Micropiles. Piles are to be drilled as provided per the revised Specification Section.

c. Clarification: Pile Load Testing:

i. At Part 1.9.H.-Pile Load Testing, the following is added to the revised Specification Section after paragraph 1.9.H.2.b):

“c. A minimum of one test pile shall be loaded to twice the required design load. The load test may be performed on a pile that is to remain, or it may be performed on a sacrificial pile at the Contractor’s option.”

ii. See replacement Section 31 62 00-page 4 issued as part of this Amendment 3#

DRAWING ITEMS

Item S2: Drawing S-001: Replace section “Steel Helical Piers” with “High Capacity Drilled & Grouted Micro Piers”. See supplemental drawing S-001 issued as part of this Amendment #3.

Item S3: Drawing S-301: Revise Details 9 and 10 to show micropiles in lieu of helical piles. See supplemental drawing S-301 issued as part of this Amendment #3.

Item S4: Drawing S-501: Revise Details 8, 9, 10, and 11 to address welded gusset connections at conflicts with existing masonry. See supplemental drawing S-501 issued as part of this Amendment#3.

END OF STRUCTURAL - Amendment #3

FIRE PROTECTION:

DRAWING ITEMS (None) END OF FIRE PROTECTION - Amendment #3

PLUMBING:

DRAWING ITEMS

Item P1: Drawing PD101: Revise notes to clarify work under Bid Item #2. See supplemental drawing PD101 issued as part of this Amendment 3#.

Item P2: Drawing P-101: Make following revisions:

a. Add Keynote #1 “Plumbing fixture not provided under Bid Item #2 deduct alternate.” See supplemental drawing PD-101 issued as part of this Addendum #1. See supplemental drawing P-101 issued as part of this Amendment 3#.

b. Add Keynote #2 “Work not provided under Bid Item #2 Deduct Alternate.” See supplemental drawing P-101 issued as part of this Amendment 3#.

c. Add Keynote #3 “Under Bid Item #2 Deduct Alternate, cap existing vent piping below roof and seal watertight.” See supplemental drawing P-101 issued as part of this Amendment 3#.

d. Add Keynote #4 “Equipment not provided under Bid Item #2 Deduct Alternate.” See supplemental drawing P-101 issued as part of this Amendment 3#.

END OF PLUMBING - Amendment 3#

MECHANICAL:

DRAWING ITEMS

Item M1: Drawing MD101: Revise notes for existing heat pump condensing unit relocation. See supplemental drawing MD101 issued as part of this Amendment 3#.

Item M2: Drawing M-101: Make following revisions:

a. Add Keynote #2 “Under Bid Item #2 do not provide terminal air box, coil and associated ductwork, air device and controls” for Office W09. See supplemental drawing M-101 issued as part of this Amendment 3#.

b. Add Keynote #3 “Under Bid Item #2 provide 8x8 stub down toward future staff toilet and cap airtight. Do not provide exhaust grille for Staff Toilet W08.” See supplemental drawing M-101 issued as part of this Amendment 3#.

Item M3: Drawing M-102:

a. Revise heating water piping size serving WHSE-AHU-1. See supplemental drawing M-102 issued as part of this Amendment 3#.

b. Add location and notes for relocated heat pump condensing unit. See supplemental drawing M-102 issued as part of this Amendment 3#.

Item M4: Drawing M-301: Revise makeup water pipe size for Humidifier (steam to steam) on Detail 4. See supplemental drawing M-301 issued as part of this Amendment 3#.

Item M5: Drawing M-500: Add “Building - Steam Trap Schedule”. See supplemental drawing M-501 issued as part of this Amendment 3#.

END OF MECHANICAL - Amendment 3#

ELECTRICAL:

DRAWING ITEMS

Item E1: Drawing ED101: Add Keynote #11, “Existing light fixtures will remain in rooms W04, W05A, and W06 under Bid Item #2. Refer to architectural documents for more information.” See supplemental drawing ED101 issued as part of this Amendment 3#.

Item E2: Drawing EL101: Add Keynote #3, “Under Bid Item #2, existing lighting would remain instead of new F2 fixtures and occupancy sensors in rooms w04, w05a, and w06. Refer to architectural documents for more information.” See supplemental drawing EL101 issued as part of this Amendment 3#.

Item E3: Drawing EL101: Add Keynote #4, “Under Bid Item #2, new work for rooms W08 and W09 shall not be priced. Refer to architectural documents for more information.” See supplemental drawing EL101 issued as part of this Amendment 3#.

Item E4: Drawing EL101: Add (2) occupancy sensors to room W05A. See supplemental drawing EL101 issued as part of this Amendment 3#.

Item E5: Drawing EP101: Add electrical connection and associated Keynote #5, “Provide power for floor scale at temporary location until final relocation in Phase 3. Refer to architectural phasing plans for more information.” See supplemental drawing EP101 issued as part of this Amendment 3#.

Item E6: Drawing EP101: Add Keynote #6, “Under Bid Item #2, work associated with the material lift shall not be provided. Refer to architectural documents for more information.” See supplemental drawing EP101 issued as part of this Amendment 3#.

END OF ELECTRICAL - Amendment 3#

TECHNOLOGY:

DRAWING ITEMS (None)

END OF TECHNOLOGY Amendment 3#

Enclosures:

Specifications:

000110 – Table of Contents (Replace page 4) 013526 – Safety Requirements (Replace pages 12-13) 316200-Driven & Drilled Micropiles (Replace Section in its entirety)

Supplemental Items:

Responses to Contractor Questions Cut Sheets – Adam Equipment AELP-Series Pallet Beams/Floor Scale and GKa LCD Digital Indicator (added item)

Drawings (Replace existing with Sheets dated 4/29/21 unless noted otherwise):

Phasing:

PH101

PH103

Structural:

S-001 S-301 S-501

Architectural:

AD101

AD102

AE101

AE401

AC102

AF101

AF502

Plumbing:

PD101

P-101

Mechanical:

MD101

M-101 M-102 M-301 M-500

Electrical:

ED101

EL101

EP101

END OF AMENDMENT 3#

A.1 List of Attachments

See attached document: 00 01 10 pg 4 - Amendment 3.

See attached document: 01 35 26 pgs 12-13 - Amendment 3.

See attached document: 11 00 00 Beam Scale Cut Sheet - Amendment 3.

See attached document: 31 62 00 Driven or Drilled Micropiles - Amendment 3.

See attached document: AC102 Amendment 3.

See attached document: AD101 Amendment 3.

See attached document: AD102 Amendment 3.

See attached document: AE101 Amendment 3.

See attached document: AE401 Amendment 3.

See attached document: AF101 Amendment 3.

See attached document: AF502 Amendment 3.

See attached document: ED101 Amendment 3.

See attached document: EL101 Amendment 3.

See attached document: EP101 Amendment 3.

See attached document: M-101 Amendment 3.

See attached document: M-102 Amendment 3.

See attached document: M-301 Amendment 3.

See attached document: M-500 Amendment 3.

See attached document: MD101 Amendment 3.

See attached document: P-101 Amendment 3.

See attached document: PD101 Amendment 3.

See attached document: PH101 Amendment 3.

See attached document: PH103 Amendment 3.

See attached document: S-001 Amendment 3.

See attached document: S-301 Amendment 3.

See attached document: S-501 Amendment 3.

KJWW # Addendum # Page 1 of 1 Page 1 of

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Harry S. Truman Memorial Veterans’ Hospital – Renovate Warehouse for Pandemic Preparedness VA Project # 589A4-20-158 Amendment 3#