JMACC Amendment 0003 - 80JSC026R0008 -Signed.pdf

List of Changes from Model Task Order to Amendment 0003 Attachment L-A - Model Task Order

PART II Added the following documents to the attachment list:

A-F-12 01 23 00 – Rev2 A-F-13 07 54 23 – Rev2 A-F-14 E-70-1 – Rev1 A-F-15 E-70-2 – Rev1 A-F-16 E-70-6 – Rev1 A-F-17 E-70-7 – Rev1 A-F-18 FA-70-1 – Rev1 A-F-19 LD-70-4 – Rev1 A-F-20 LV-70-5 - Rev1 A-F-21 Sketch SK-3 - Laydown Area A-F-22 T-70-2 - Rev1 A-F-23 03 47 13 Rev1 A-F-24 A-70-13 Rev1 A-F-25 A-70-14 Rev1 A-F-26 A-70-15 Rev1 A-F-27 A-70-16 Rev1 A-F-28 A-70-17 Rev1 A-F-29 A-70-18 Rev1 A-F-30 S-70-11 Rev1 A-F-31 S-70-12 Rev1 A-F-32 S-70-13 Rev1 A-F-33 S-70-15 Rev1 A-F-34 S-70-16 Rev1 A-F-35 S-70-62 Rev1 A-F-36 S-70-80 Rev2

Industry Questions Government Responses EA Phase 1A Model Task Order - Laydown or contractor parking is not clearly notated in the EA Phase 1A seed project documents. Please advise on the specific locations, requirements, or restrictions for contractor parking and material laydown areas.

As indicated on added Sketch SK-3 - Laydown Area attachment, the first two full rows of the parking lot adjacent to the Site on the east side are planned for contractor use. If additional areas are requested, this will be negotiated with the selected bidder. The Sketch SK-3 - Laydown Area sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-21.

OPTION 4 Where is the fire alarm firework located in relation to the new location of the ductbank?

Revised Specification 01 23 00 Rev 2 is updated to note that, for bidding purposes, assume the patch panel is within 100 ft of the connection to the existing utility tunnel, as shown on C-70-15 and updated T-70-2 Rev 1. The revised T-70-2 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-22.

Sheet A-70-4 detail C1 indicates to install 5” rigid insulation on slopped structure, however the roofing specification indicates 1.5” with two layers of DENS deck.

Please confirm which roofing system is correct.

Provide 5" rigid insulation and two layers of 1/2" coverboard as indicated in the drawings. This is indicated in the attached Revised Specification 07 54 23 Rev 2. The revised 07 54 23 - Rev 2 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-13.

Also on Detail 1, there is shown a 120V power with surge protection device. A surge protection device has never been used. Please verify a surge protection device is not required.

Surge protection devices are not required for fire alarm system. Detail 1 on FA-70-1 Rev 1 has been revised. The revised FA-70-1 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-18.

Could you please confirm the required sizing for the pull boxes associated with the 15 kV duct bank shown on drawing E‑70‑2, as this information does not appear to be provided?

Note has been added to revised E-70-2 Rev 1, to provide 4'x4'x4' traffic rated handholes. The revised E-70-2 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-15.

In option 4, what are the 15KV feeder splice numbers and where are they located.

Same with the fire alarm firework splice box and where are they located in relation to the new location of the duct bank.

The 15kV circuit splice numbers are indicated on E-70-2 - Rev 1 and tie in locations are shown. Refer to fire protection drawings. Refer to utility tunnel tie in location on E-70-2 - Rev 1. Fireworks fiber optic network to be extended from B45. For bidding purposes, as noted on Revision 2 of Specification 01 23 00, fireworks network connection to be within 100 ft of the connection to the existing utility tunnel, as shown on C-70-16 and updated note on T-70-2 Rev 1. The revised E-70-2 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-15. The revised 01 23 00 Rev 2 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-12. The revised T-70-2 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-22.

Sheet E-70-6, Keyed note 3, as shown on the drawings, are these circuits to be ran underground to these locations?

Feeders to surface mounted receptacles at equipment shall be ran above ground and protected. This note has been added to Revised E-70-6 Rev 1 and E-70-7 Rev 1. The revised E- 70-6 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-16. The revised E-70-7 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-17.

Please clarify the intended bidding structure for landscaping. Should pricing be Base bid? Alternate 1? Alternate 2?

Note added to Revised LD-70-4 Rev 1. Landscaping should be included in the base bid, with additional bids for landscaping included in pricing for Options 3 and 5. Any landscaping changes due to selection of Option 1 should be incorporated into the pricing for Option 1. The revised LD-70-4 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-19.

Where is the contractor designated laydown area and location for temporary constructing trailers for this project?

As indicated on Sketch SK-3 - Laydown Area, the first two full rows of the parking lot adjacent to the Site on the east side are planned for contractor use. If additional areas are requested, this will be negotiated with the selected bidder. The Sketch SK-3 - Laydown Area sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-21.

Where is the contractor designated temporary employee parking location for this project? Where on the plans is this area?

As indicated on Sketch SK-3 - Laydown Area, the first two full rows of the parking lot adjacent to the Site on the east side are planned for contractor use. If additional areas are requested, this will be negotiated with the selected bidder. The Sketch SK-3 - Laydown Area sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-21.

LD-70-7 base landscape plan. The call out detail L1 Bid Alt1 looks different than LD-70-6 Call out detail L1 bid alternate 1. To clarify, the call out detail L1 alternate 1 (option 1) on base bid drawing LD-70-7 shows the change of adding option 1 Outdoor Covered Storage Area. Then If alternate 1 (option 1) covered is accepted, this area landscape would change with Alternate 3 (Option 3) per L1 alternate call out detail on LD-70-6? What happens with alternate 3 (option 3) if alternate 1 (option 1) is not accepted? Please clarify how these options for landscaping work. Provide clear details on how to bid alternate 1 and 3 per landscaping.

Note added to Revised LD-70-4 Rev 1. Landscaping should be included in the base bid, with additional bids for landscaping included in pricing for Options 3 and 5. Any landscaping changes due to selection of Option 1 should be incorporated into the pricing for Option 1. The revised LD-70-4 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-19.

Can you please clarify if the concrete wall panels for the electric yard will be insulated or non-insulated. There are conflicting cut sections that show the wall being non insulated in the structural drawings and insulated in the architectural.

Please advise.

Please see revised A-70-13. The Electrical and Covered Storage screen walls are not required to be insulated; however, the design intent was to use the same system for building walls and exterior screen walls.

Is the design intent for the concrete wall panels to be cast-in-place composite tilt-up panels with 2" interior insulation and not plant manufactured and constructed precast concrete panels. Often, there is mix-up and interpretation with composite concrete panels vs tilt up panels.

The design intent for Composite Concrete Panels is site-cast tilt-up construction. Revised specification 03 47 13 and drawings A-70-13, -14, -15, -16, -17, -18; and S-70-11, -12, - 13, -15, -16, -62, and -80 are attached.

Are the composite concrete panels intended to be precast or cast onsite? The drawings conflict.

The design intent for Composite Concrete Panels is site-cast tilt-up construction. Revised specification 03 47 13 and drawings A-70-13, -14, -15, -16, -17, -18; and S-70-11, -12, - 13, -15, -16, -62, and -80 are attached.

Based on "Composite Tilt Wall" requirement are there any specific guidlines beyond IECC 2021, or NASA STD-10002 Standards that will be required for the bulding envelope?

Applicable guidelines are in the project Specification 01 33 29.00 80.

JSC Multiple Award Construction Contract (JMACC) 80JSC026R0008 - RFP Remaining Questions and Responses

Industry Questions Government Responses Is there an existing location of the tunnel patch panel?

The “located in the Building 45 utility tunnel” is vague.

For bidding purposes, assume the patch panel is within 100 ft of the connection to the existing utility tunnel, as shown on C-70- 14.

On sheet E-70-18, the bus ducts 1A & 1B are shown as a 600A yet on sheet E-70-1, the bus duct symbol is shown as 800A. What is the correct amp rating for the bus duct?

Bus duct rating for Bus Duct 1A and 1B shall be 600A.

Sheet FA-01, Please clarify General Note 21, is there an existing location of the tunnel patch panel? The “located in the Building 45 utility tunnel” is vague.

For bidding purposes, assume the patch panel is within 100 ft of the connection to the existing utility tunnel, as shown on C-70- 14.

L.2 52.212-1 Instructions to Offerors If the bid hold of 260 calendar days is correct, can the government confirm this program is to be awarded April 27, 2026?

L.2 52.212-1 has been revised to reduced the 260 days down to 90 calendar days. Proposed prices for the base bid and all bid options will be required to be held for 60 calander days. The SF1442 has been updated in 13(d) to reflect this change.

Offerors are encouraged to continue monitoring Sam.Gov and the Johnson Space Center Multiple Award Construction Contract (JMACC) for any potential changes to the Acquisition Milestone Schedule.

Section L.13 & Clause F.3 - Section L.13 requires a detailed safety and health plan with the proposal.

However, the Model Task Order (Clause F.3) says the plan is due "prior to the Notice to Proceed". Please confirm if the full, project-specific plan is required with the proposal or only from the awardee before work begins.

This will only be required from the Model Task Order awardee prior to Notice To Proceed (NTP).

Bid Guarantee In Section 13 of the SF-1442, Block B indicates that an offer guarantee is required. However, FAR 52.228-1 (Bid Guarantee) does not appear in the current solicitation. Could you please confirm whether a bid guarantee will be required? If so, please advise on the required amount and the percentage for the bond.

Provision 52.228-1 Bid Guarantee has been added as L.18 on page L-21 though L-22. 52.228-1(c) The amount of the bid guarantee shall be 20% of the bid price or $6,000,000.00, whichever is less. All future Task Orders under JMACC will have individual Bid Guarantee requirements. this Bid Guarantee applies to Task Order EA Phase 1A.

Industry Questions Amended Government Responses Is there an existing location of the tunnel patch panel?

The “located in the Building 45 utility tunnel” is vague.

For bidding purposes, assume the patch panel is within 100 ft of the connection to the existing utility tunnel, as shown on C-70-14 and updated T-70-2 Rev 1. The revised T-70-2 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A- F-22.

On sheet E-70-18, the bus ducts 1A & 1B are shown as a 600A yet on sheet E-70-1, the bus duct symbol is shown as 800A. What is the correct amp rating for the bus duct?

Bus duct rating for Bus Duct 1A and 1B shall be 600A as shown on E-70-1 Rev 1. The revised E-70-1 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A-F-14.

Sheet FA-01, Please clarify General Note 21, is there an existing location of the tunnel patch panel? The “located in the Building 45 utility tunnel” is vague.

For bidding purposes, assume the patch panel is within 100 ft of the connection to the existing utility tunnel, as shown on C-70-14 and updated T-70-2 Rev 1. The revised T-70-2 - Rev 1 sheet has been added to EA Phase 1A Model Task Order as Attachment A- F-22.

L.2 52.212-1 Instructions to Offerors If the bid hold of 260 calendar days is correct, can the government confirm this program is to be awarded April 27, 2026?

L.2 52.212-1 has been revised to reduce the 260 days down to 90 calendar days. Proposed prices for the base bid and all bid options will be required to be held for 90 calander days. The SF1442 has been updated in 13(d) to reflect this change.

Section L.13 & Clause F.3 - Section L.13 requires a detailed safety and health plan with the proposal.

However, the Model Task Order (Clause F.3) says the plan is due "prior to the Notice to Proceed". Please confirm if the full, project-specific plan is required with the proposal or only from the awardee before work begins.

Provide Initial Safety and Health Plan for EA Phase 1A with DRD Safety and Health Plan. The safety and health plan will be required to be approved prior to the EA Phase 1A Notice to Proceed (NTP) being Issued.

Bid Guarantee In Section 13 of the SF-1442, Block B indicates that an offer guarantee is required. However, FAR 52.228-1 (Bid Guarantee) does not appear in the current solicitation. Could you please confirm whether a bid guarantee will be required? If so, please advise on the required amount and the percentage for the bond.

Provision 52.228-1 Bid Guarantee has been added as L.18 on page L-21 though L-22. 52.228-1(c). The amount of the bid guarantee shall be 20% of the bid price or $3,000,000.00, whichever is less. All future Task Orders under JMACC will have individual Bid Guarantee requirements. This Bid Guarantee applies to Task Order EA Phase 1A.

JMACC 80JSC026R0008 Amendment 0002 Questions and Responses

JMACC 80JSC026R0008 Amendment 0003 Questions and Amendmed Responses

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER

80JSC026R0008

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 80JSC0 8. ADDRESS OFFER TO

NASA JOHNSON SPACE CENTER

2101 NASA Parkway

HOUSTON, TX 77058-3696

United States William Long Contracting Officer Email: william.r.long@nasa.gov

NASA JOHNSON SPACE CENTER

2101 NASA Parkway

HOUSTON, TX 77058-3696

United States William Long Contracting Officer Email: william.r.long@nasa.gov

9. FOR

INFORMATION CALL:

a. NAME william.r.long@nasa.gov

b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

A Phase IA -Applied Spacefllght Fabrication Facility (ASFF) Project:

The Phase IA Applied Spacefllght Fabrication Facility (ASFF) will be a new approximately 37,625 gross square foot (GSF), 42 ft tall high bay industrial manufacturing facility to support manufacturing equipment for production of various large and small components.

The new facility Is located on a green field site with no previous building facility construction. Considerations for future growth and expansion will be designed into the new facility. The new facility structure will be site cast concrete composite tilt-wall panels with concrete slabs on-grade and drilled shaft deep foundations.

Base BID:

Base BlD will consist of.

• NASA JSC Engineering Consolidation

BID Option I:

Option I will consist of:

• Outdoor Covered Storage BID Option 2:

Option 2 will consist of:

• Add Exterior Windows

BID Option 3:

Option 3 will consist of:

• Add Landscaping

BID Option 4:

Option 4 will consist of:

• Change Utility Connection

BID Option 5:

Option S will consist of:

• Tree Mitigation BID Option 6:

Option 6 will consist of:

• Construct Mezzanine

BID Option 7:

Option 7 will consist of:

• Additional Thickened Slab

11. The contractor shall begin performance within 10 calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory negotiable. (See Performance period shall be citied on each Task Order).

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

YES NO

12b. CALENDAR DAYS

10 CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and 1 copies to perform the work required are due at the place specified in Item 8 by 1:00 PM CST (hour) local time 04/14/2026 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

b. An offer guarantee is, is not required.

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than 90 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

21. ITEMS ACCEPTED:

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31a. NAME OF CONTRACTING OFFICER (Type or print)

William Long 30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA

BY

31c. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

AMOUNTS

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES

CODE AT

10 U.S.C. 3204(a) (

27. PAYMENT WILL BE MADE BY

) 41 U.S.C. 3304(a) ( )

26. ADMINISTERED BY

https://www.nssc.nasa.gov/vendorpayment NSSC-AccountsPayable@nasa.gov

PART I – THE SCHEDULE

SECTION B – SUPPLIES OR SERVICES AND PRICE/COSTS

B.1 SUPPLIES OR SERVICES AND PRICE/COSTS TO BE PROVIDED

This task order is issued under and incorporates by reference all the terms and conditions, including attachments, contained in the Johnson Space Center (JSC) Multiple Award Construction Contract (JMACC), JMACC Contract Number TBD.

Contract articles requiring fill-ins are provided herein and identified by the appropriate contract article designation. Also, included in this task order are articles, not included in your JMACC contract, that are specific to work performed at Johnson Space Center (JSC).

This task order is a Performance Price Trade Off (PPTO) proposal.

The Contractor shall provide all resources (except as may be expressly stated in the contract as furnished by the Government) necessary to deliver and perform the work in accordance with the Description, Specifications, Statement of Work (SOW), Drawings, Terms and Conditions of the Master Contract and this Task Order, Construction Wage Rate Requirements, and Approved Site-Specific Safety and Health Plan.

(End of Clause)

B.2 FIRM-FIXED PRICE (1852.216-78) (DEC 1988)

Description Total (OFFEOR FILL IN) Base Bid will consist of:

• NASA JSC Engineering Consolidation Bid Option 1 will consist of:

• Outdoor Covered Storage Bid Option 2 will consist of:

• Add Exterior Windows Bid Option 3 will consist of:

• Add Landscaping Bid Option 4 will consist of:

• Change Utility Connection Bid Option 5 will consist of:

• Tree Mitigation Bid Option 6 will consist of:

• Construct Mezzanine Bid Option 7 will consist of:

• Additional Thickened Slab Total Base Bid with all Bid Options:

80JSC026R0008

The Government has the authority to award all, some or none of the Bid Items based on the availability of funds. The intent is for the Government to execute award of the Base Bid and as many options as funding allows while maintaining the unilateral right to award any of the following Bid Options within 0days after award of the Base Bid:

• Bid Option 1

• Bid Option 2

• Bid Option 3

• Bid Option 4

• Bid Option 5

• Bid Option 6

• Bid Option 7

This solicitation requires submission of a proposal on all items. Failure to do so will result in the proposal being rejected without further consideration.

(End of Clause)

B.3 ALLOWANCE FOR DELAYS

(a) Work at JSC is subject to frequent and extended delays due to mission simulations, and security requirements. In addition to more typical delays, certain construction activities such as excavation, transporting heavy equipment, and utility outages, maybe prohibited during mission simulations. Furthermore, security delays are likely for as long as JSC is operating under heightened security conditions. The Contractor may experience delays caused by the Government and other factors beyond the Contractor's control. Additional time is included in the project performance period to allow for a specified number of days of delay due to these causes. Normally, contract extensions will not be granted unless the Contractor has:

(1) Promptly notified the Contracting Officer of each delay as experienced with supporting evidence as necessary.

(2) Demonstrated actual delay to its effort and not merely a restriction of work.

(3) Demonstrated that the contractor was not experiencing other delays within its control and was able and willing to perform the scheduled work which could not be performed solely due to the Government delay.

(4) Shown that the delay days allotted in the performance period have been exceeded, and

(5) Met the conditions specified in the applicable contract terms and conditions relating to extensions of the contract performance period.

(b) The number of days allowed for Government delays is 60 calendar days. No extension of time will be given until these days have been exceeded. The contractor should expect security delays of up to 45 minutes when entering the site and allow for those delays, as no contract extension will be granted for these delays.

(End of Clause)

[End of Section]

SECTION C – DESCRIPTION/SPECIFICATIONS

C.1 STATEMENT OF WORK

The following is a general description of the work required and is not inclusive of all work required to satisfactorily complete the project as required by the contract drawings and other sections of the specifications.

Phase 1A – Applied Spaceflight Fabrication Facility (ASFF)

The Engineering Directorate Consolidation Complex is planned to consist of five phases over the next 20-25 years. Phases 1A and 1B are planned to be constructed in the immediate future. Phase 1A is the construction of a new High Bay Machine Shop.

Phase 1A – Applied Spaceflight Fabrication Facility (ASFF)

The Phase 1A Applied Spaceflight Fabrication Facility (ASFF) will be a new approximately 37,625 gross square foot (GSF), 42 ft tall high bay industrial manufacturing facility to support manufacturing equipment for production of various large and small components.

The new facility is located on a green field site with no previous building facility construction. Considerations for future growth and expansion will be designed into the new facility. The new facility structure will be site cast concrete composite tilt-wall panels with concrete slabs on-grade and drilled shaft deep foundations.

The new facility consolidates all Structural Engineering Division (ES) machining capabilities into a single location, paving the way for divestment of Building 10 (which can occur after completion of Phases 1A and 1B). The location will be south of Avenue D and east of 2nd Street between two parking lots. Located directly across the street from B13S and B15S, the building will maintain proximity to other highbay operations and maximize the shift of spaces from Building 10. The proposed new High Bay Machine Shop would be located in a visually prominent location, between two large existing parking lots, close to the Center’s main entry, and inside the JSC Historic District. The Contractor will remove existing trees on the site and relocate an underground fire water line to accommodate the new construction. Both parking lots will remain; however, select portions will be required to be restriped by the Contractor to accommodate service and emergency vehicle access and handicapped parking for the new facility.

The ASFF is planned to be a design-bid-build project. Key design components include:

• Subsurface utility extension to connect to existing JSC utility tunnel northwest of B15, at the West end of the Engineering Quad.

• Grade build-up to be protective of a Category 3 storm surge, with a finished floor elevation of 20.9 ft.

• Multiple steel-fiber reinforced concrete slab thicknesses (8, 12 and 30-inch) to accommodate machining equipment loads.

• A 5-ton bridge crane with a 15-ft hook height will be included along the western machine equipment bay and a 20-ton bridge crane with a minimum 30-ft hook height will be installed through the center of the highbay.

• To satisfy Historic Preservation, exterior will be insulated tilt-wall concrete panels in equal-sized repetitive patterns similar to the pre-cast exposed aggregate facing (PEAF) panels used on high bay buildings throughout the Center.

• Designed for Green Building Initiative’s Green Globes Certification to achieve two Green Globes.

• Interior column bays are arranged to minimize columns and provide clear working bays.

• Building foundations and columns in the base bid have been sized to accommodate a future/bid option mezzanine structure capable of light storage and light manufacturing loads.

Page 9 of 19 80JSC026R0008

Base Bid:

Base Bid Base Bid will consist of:

• NASA JSC Engineering Consolidation

Bid Option 1:

Bid Option 1 Option 1 will consist of:

• Outdoor Covered Storage Bid Option 2:

Bid Option 2 Option 2 will consist of:

• Add Exterior Windows Bid Option 3:

Bid Option 3 Option 3 will consist of:

• Add Landscaping Bid Option 4:

Bid Option 4 Option 4 will consist of:

• Change Utility Connection Bid Option 5:

Bid Option 5 Option 5 will consist of:

• Tree Mitigation Bid Option 6:

Bid Option 6 Option 6 will consist of:

• Construct Mezzanine Bid Option 7:

Bid Option 7 Option 7 will consist of:

• Additional Thickened Slab (End of Clause) [End of Section]

SECTION D – DELIVERIES OR PERFORMANCE

D.1 PRINCIPAL PLACE OF PERFORMANCE

The effort required under this task order shall be performed at NASA – Johnson Space Center, Houston, Texas.

(End of Clause)

D.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than 698 calendar days after the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

(End of Clause)

D.3 52.211-12 LIQUIDATED DAMAGES - CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $2,304.47 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of Clause)

D.4 PRECONSTRUCTION CONFERENCE SUBMITTALS

The Contractor is required to submit the following preconstruction submittals which are listed in Section 01 33 00 – SD-01 Preconstruction Submittals at the preconstruction conference scheduled for TBD.

1. Certificates of Insurance

2. Surety Bonds

3. List of proposed subcontractors

4. List of proposed products

5. Construction Progress Schedule

6. Submittal Register

7. Schedule of Prices

8. Site Specific Health and Safety Plan

9. Work Plan

10. Quality Control Plan

11. Environmental Protection Plan

(End of Clause) [End of Section]

SECTION E – CONTRACT ADMINISTRATION DATA

E.1 NASA FAR Supplement (NFS) 1852.232-80 SUBMISSION OF VOUCHERS/INVOICES FOR

PAYMENT (APR 2018)

(a) The designated payment office is the NASA Shared Services Center (NSSC) located at FMD Accounts Payable, Bldg. 1111, Jerry Hlass Road, Stennis Space Center, MS 39529.

(b) Except for classified vouchers, the Contractor shall submit all vouchers and invoices using the steps described at NSSC’s Vendor Payment information web site at:

https://www.nssc.nasa.gov/vendorpayment. Please contact the NSSC Customer Contact Center at 1-877-NSSC123 (1-877-677-2123) with any additional questions or comments.

(c) Payment requests.

(1) The payment periods are stipulated in the payment clause(s) contained in this contract.

(2) Vouchers submitted under cost-type contracts and invoices submitted under fixed-price contracts shall include the items delineated in FAR 32.905(b) supported by relevant back-up documentation. Back-up documentation shall include at a minimum, the following information:

i. Vouchers.

A. Breakdown of billed labor costs and associated contractor generated supporting documentation for billed direct labor costs to include rates used and number of hours incurred.

B. Breakdown of billed other direct costs (ODCs) and associated contractor generated supporting documentation for billed ODCs.

C. Indirect rate(s) used to calculate the amount of billed indirect expenses.

D. Progress reports, as required.

ii. Invoices.

A. Description of goods and services delivered as part of the contract’s terms and conditions, including the dates of delivery/performance.

B. Progress reports, as required.

C. Date goods and services were performed.

iii. Fee Vouchers.

A. Listing of all provisionally billed fee by period or date earned since contract award.

B. A reconciliation of all billed and earned fee.

C. A clear explanation of the fee calculations.

(d) Non-electronic payment requests. The Contractor may submit a non-electronic voucher/invoice using the steps for non-electronic payment requests described at https://www.nssc.nasa.gov/vendorpayment, when any of the following conditions are met:

(1) The Contracting Officer administering the contract for payment has determined, in writing, that electronic submission would be unduly burdensome to the Contractor.

(2) The contract includes provisions allowing the contractor to submit vouchers or invoices using the steps for non-electronic payment requests. In such instances the Contractor agrees to submit non-electronic payment requests using the method or methods specified in Section G of the contract.

(e) Improper vouchers/invoices. The NSSC Payment Office will notify the contractor of any apparent error, defect, or impropriety in a voucher/invoice within seven calendar days of receipt by the NSSC Payment Office. Inquiries regarding requests for payment should be directed to the NSSC as specified in paragraph (b) of this section.

(f) Other payment clauses. In addition to the requirements of this clause, the Contractor shall meet the requirements of the appropriate payment clauses in this contract when submitting payment requests.

(g) In the event that amounts are withheld from payment in accordance with provisions of this contract, a separate payment request for the amount withheld will be required before payment for that amount may be made.

(End of Clause) [End of Section]

SECTION F – SPECIAL CONTRACT REQUIREMENTS

F.1 IDENTIFICATION OF GOVERNMENT FURNISHED PROPERTY (GFP)

Pursuant to the “Government Property” clause herein, the Government will furnish the items(s) of the property listed below as Government Furnished Property to the contractor, FOB Destination, for use in performance of this contract: There is no GFP associated with this project.

(End of Clause)

F.2 FILL-INS FOR FAR 52.223-3, HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL

SAFETY DATA (OCT 2025), INCORPORATED BY REFERENCE:

(b) The Offeror must list any hazardous material, as defined in paragraph (a) of this clause, to be delivered under this contract. The hazardous material shall be properly identified and include any applicable identification number, such as National Stock Number or Special Item Number. This information shall also be included on the Material Safety Data Sheet submitted under this contract.

(OFFEOR FILL IN)

MATERIAL (If none, insert None) Identification No.

(End of Clause)

F.3 PROJECT SPECIFIC SAFETY AND HEALTH PLAN REQUIREMENTS

The awardee, as an addendum to its Safety and Health Plan in the basic contract, shall submit a Project Specific Safety and Health Plan to the Contracting Officer prior to issuance of the Notice to Proceed.

The Project Specific Safety and Health Plan shall be completed in accordance with this clause;

Specification Section 01 41 00.00 80, Contractor Safety and Health Program; and JSC’s Safety and Health Handbook, JPR 1700.1, at http://jschandbook.jsc.nasa.gov/. Approval by the authorized NASA officials is required prior to the commencement of work.

(a) Reference NPR 8715.1B NASA Safety and Health Programs. The plan shall include a detailed discussion of the policies, procedures, and techniques that will be used to ensure the safety and occupational health of Contractor employees and to ensure the safety of all working conditions throughout the performance of the contract.

(b) When applicable, the plan shall address the policies, procedures, and techniques that will be used to ensure the safety and occupational health of the public, astronauts and pilots, the NASA workforce (including Contractor employees working on NASA contracts), and high-value equipment and property.

(c) The plan shall similarly address subcontractor employee safety and occupational health for those proposed subcontracts that contain one or more of the following conditions:

(1) The work will be conducted completely or partly on premises owned or controlled by the government.

(2) The work includes construction, alteration, or repair of facilities in excess of the simplified acquisition threshold.

(3) The work, regardless of place of performance, involves hazards that could endanger the public, astronauts and pilots, the NASA workforce (including Contractor employees working on NASA contracts), or high value equipment or property, and the hazards are not adequately addressed by Occupational Safety and Health Administration (OSHA) or Department of Transportation (DOT) regulations (if applicable).

(4) When the assessed risk and consequences of a failure to properly manage and control the hazards warrants use of the clause.

(d) This plan, as approved by the Contracting Officer, will be included in any resulting contract.

Work shall not begin until the Site-Specific Safety and Health Plan is approved by NASA’s Safety and Health Officials.

A letter from the Contractor stating compliance with these provisions is not acceptable.

(End of Clause)

F.4 CORRESPONDENCE AND TECHNICAL DATA:

(1) Addressing Correspondence:

The Contractor shall submit emails to the Contracting Officer William Long at:

william.r.long@nasa.gov and the Contract Specialist Kylee Salmeron at:

kylee.m.salmeron@nasa.gov on all correspondence required under the contract clearly marked with the assigned Government Contract Number and Task Order Number TBD.

An emailed copy of the correspondence shall be clearly marked with the assigned Government Contract Number, Task Order Number TBD and addressed to the Contracting Officer Representative (COR) to Jeffry White at: Jeffry.m.white@nasa.gov.

An emailed copy shall be transmitted directly to william.r.long@nasa.gov and Kylee.m.salmeron@nasa.gov on all correspondence required under the contract clearly marked with the assigned Government Contract Number and Task Order Number TBD.

(2) Technical Data:

The Contractor shall submit copies of all shop drawings, test reports, equipment data sheets, and any other technical data along with their transmittal sheet(s), JSC Form 262.

All samples shall be forwarded to the Contracting Officer Representative at

Jeffry.m.white@nasa.gov and shall clearly indicate the Government assigned contract number and task order number. All copies and samples shall be submitted in accordance with the Statement of Work (SOW)/Final Design Submittal Specifications.

(End of Clause)

F.5 1852.235-71 KEY PERSONNEL AND FACILITIES (MAR 1989)

(a) The personnel and/or facilities listed below (or specified in the contract Schedule) are considered essential to the work being performed under this contract. Before removing, replacing, or diverting any of the listed or specified personnel or facilities, the Contractor shall—

(1) Notify the Contracting Officer reasonably in advance; and

(2) Submit justification (including proposed substitutions) in sufficient detail to permit evaluation of the impact on this contract.

(b) The Contractor shall make no diversion without the Contracting Officer's written consent; provided, that the Contracting Officer may ratify in writing the proposed change, and that ratification shall constitute the Contracting Officer's consent required by this clause.

(c) The list of personnel and/or facilities (shown below or as specified in the contract Schedule) may, with the consent of the contracting parties, be amended from time to time during the course of the contract to add or delete personnel and/or facilities.

[List here the personnel and/or facilities considered essential, unless they are specified in the contract Schedule.]

These individuals will not be evaluated for the purposes of contract award.

(OFFEROR FILL IN)

LIST OF PERSONNEL

NAME OFFICIAL POSITION HELD ON TASK ORDER

Fill-in Safety & Health System Specialist (SHSS)

Fill-in Superintendent

Fill-in Project Manager

(End of Clause) [End of Section]

PART II – LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

Documents applicable to this Statement of Work are listed below. The contractor shall ensure that the official, latest version of the applicable documents is utilized for the performance of this contract.

List of Attachments to the RFP (Provided Electronically via Box) https://nasagov.app.box.com/s/3abflljut7dptlzco0v1vcqvhyjp753u

All attachments identified in this document are considered an integral part of the solicitation and any resulting contract. Accordingly, these attachments are contractually binding on the offeror awarded the contract and must be fully adhered to in the performance of EA Phase 1A Task Order. Compliance with the requirements, standards, and information contained in these attachments is mandatory and will be enforced as part of the contractor’s obligations under the contract.

ATTACHMENT TITLE

A-B EA Consolidation Phase 1A Basic SOW

A-C 2024.3.29 FINAL Geotech Report NASA Engineering Consolidation Phase 1A

A-D 2025.5.2 Supplement1 Geotech Report Utilities

A-E 2025.9.17 Memo1 Geotech Report - Retaining Wall

A-F EA Ph1a IFC Specifications 1-14-26

A-F-1 Sketch SK-1

A-F-2 Spec 012300 - Sketch SK-2 - Alternate #7

A-F-3 01 45 35 Rev. 1

A-F-4 Spray Booth

A-F-5 01 23 00 Rev. 1

A-F-6 Short Circuit Study

A-F-7 NASA JSC Structural Addendum 1 Stamped

A-F-8 27 05 26

A-F-9 27 10 00.80

A-F-10 33 82 00

A-F-11 07 71 00 Rev. 1

A-F-12 01 23 00 – Rev 2

A-F-13 07 54 23 – Rev 2

A-F-14 E-70-1 – Rev 1

A-F-15 E-70-2 – Rev 1

A-F-16 E-70-6 – Rev 1

A-F-17 E-70-7 – Rev 1

A-F-18 FA-70-1 – Rev 1

A-F-19 LD-70-4 – Rev 1

A-F-20 LV-70-5 - Rev 1

A-F-21 Sketch SK-3 - Laydown Area

A-F-22 T-70-2 - Rev 1

A-G EA_Ph1a_IFC_Drawings_Signed

A-H EA Phase I – Pricing Form

A-I JSC Safety and Health Requirements

A-J JF 288 – Statistical Information – Contractor Safety and Health Program

A-K Wage Determination - TX20260253

A-L Safety and Health Plan DRD