T10- Solicitation Amendment 47PD5526R0046_0001.pdf

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:

(a) By completing items 8 and 15, and returning 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 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.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

D. OTHER (Specify type of modification and authority)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

PQCE

John Morelion, Contracting Officer

Amendment is to provide responses to the RFIs submitted.

Offers due date remains unchanged.

Due date: 09/30/2026 by 4:30 PM MST.

All other terms and conditions remain unchanged.

PQCE

PBS Office of Acquisition Management/Acquisition Project Delivery Contracting Division West/Contracting Branch E 1900 E Street NW Washington, DC 20415 USA

PBS Office of Acquisition Management/Acquisition Project Delivery Contracting Division West/Contracting Branch E 1900 E Street NW Washington, DC 20415 USA

EQPXAGC-26-0013

47PD5526R0046

1 2

9/17/2026

8/12/2026

INSTRUCTIONS (Back Page):

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contracting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Items 9, (Amendment of Solicitation Number - Dated), and 10, (Modification of Contract/Order Number - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries:

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document.

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 11/2016) BACK

(1) Accounting classification Net increase $

Piegan Housing Complex Parking Garage- 47PD5526R0046 RFI Response Sept 17, 2026

1. Will an administrative NTP be issued prior to a construction NTP to allow time for submittal review and long lead items? 120 calendar days will not be long enough if that includes preconstruction activities.

Yes, an administrative NTP for submittals and procure of long lead items will be allowed.

2. Please confirm which hazardous material testing applies to this project from solicitation section 2.10, if any. We do not see a need for any hazardous material testing.

Pre-Alteration Survey / Testing is not required

3. Is water available onsite for contractor use?

Per CBP - Water is available onsite, via the closest housing unit, at least until we have a hard freeze.

4. Is electricity available onsite for contractor use?

Per CBP - Electricity is available, but the contractor would have to put in a meter pole at either the location of the garages or where job trailers go in the gravel lot near the housing dumpster.

5. Please confirm red-lined as built are acceptable. Please confirm CAD drawings are not required.

PDF redlines are acceptable. They will be reviewed for legibility. Please ensure information is neatly documented.

6. The solicitation package references some design and spec manual requirements. Please confirm there is no design or spec book requirements to be provided by the contractor on this project.

From solicitation package – “Sections 1.4 and 4.1 state this is design-bid-build.

5.4.3 states for us to provide a spec manual from final design.

II.D. Technical proposal states for us to submit a plan for managing the design.”

These requirements are not applicable. This solicitation is construction only. Design and specifications are 100% complete and provided as part of the solicitation.

7. Please confirm the apartment-building work and the site-wide pole-light replacement are not part of this proposal package.

Project consist of the 7-bay garage only. Light poles and existing building work is not included in this contract.

8. The geotechnical report states that uncontrolled fill containing organics extends to a depth of approximately 3 feet below existing grade and that "all existing fill materials should be removed from the entire site under all construction areas (building and driveway/parking) and replaced with Structural Fill." The report further recommends that the building floor slab be supported on a minimum of 12 inches of structural fill and 4 inches of crushed base course. Drawing 2-C2.00 Detail 1 Note 2 requires only that native material be scarified to 12 inches and recompacted, and no sub-slab section or unsuitable-material removal is shown on the civil or structural drawings. The report also states that the borings "were not completed to exactly quantify the depth of removal of unsuitable material." Please confirm the required extent and depth of unsuitable-material removal and structural fill replacement beneath the building and paved areas.

Per Engineer of Record - The direction of the geotechnical report override the drawings.

Concrete slab section is shown on 5/2-S4.00 for interior and 4/2-S4.00 for exterior slabs. On Detail 2-C2.00 (asphaltic paving) not 2 should be revised to meet the Geotech and 1’ of the subgrade should be proof rolled/compacted, not scarified per the note.

9. Drawing 2-S0.02 Note A states that "Special inspections shall be completed by an approved independent agency employed by the Owner," and that structural observations shall be completed by the Engineer of Record. Specification 01 4000 §2.02.C.6 likewise refers to "GSA’s agency." SOW §4.8 requires the Contractor to obtain and include the cost for special inspections as a separate line in the Contract Sum. Please confirm which party employs and pays for (a) the special inspection agency required by IBC Section 1705 and the tables on Drawing 2-S0.02, (b) the geotechnical observation and earthwork testing required by the geotechnical report, and (c) the Engineer of Record’s structural observations.

Geotechnical observation, earthwork and concrete testing should be third party subcontracted by proposing GC. Provide this as a separate line in the Contract Sum. Structural observations will be handled by GSA.

10. SOW §2.9.4 requires the Contractor to engage a separate subcontracted Fire Protection Engineering firm employing at least two qualified fire protection engineers to witness acceptance testing. Drawing T0.01 identifies the building as a detached, non-sprinklered Type VB, Occupancy U structure of 2,520 square feet. The drawing set contains no fire protection or fire alarm sheets, and the project manual contains no Division 21 or Division 28 specifications. Please confirm that SOW §§2.9.1 through 2.9.4 are not applicable to this project and that no sprinkler work, fire alarm work, or third-party Fire Protection Engineering subcontractor is required. If any portion applies, please identify the specific system and the governing design documents.

Sections do not apply. Subcontracted FPE is not required. There are no fire protection items beyond fire rate wall, door and frame.

11. Drawing 2-S1.00 Note A directs the Contractor to "See 2-S4.00–S4.10 for typical foundation details," and Drawing 2-S2.10 Note A directs the Contractor to "See 2-S4.10–S4.20 for typical wood framing details." Can these sheets be provided?

Per Engineer of Record - Detail sheets are 2-S4.00, S-S4.01 and 2-S-4.02 are the only detail sheets.

12. Drawing T0.01 requires a minimum attic value of R-49 and Specification 07 2126 §2.02.B.2 specifies R-49, while Specification 07 2119 references an R-value of 54. Specification 07 2119 requires foamed-in-place insulation "at roofs along grid 2" and "from grid 2 north," although no foamed-in-place insulation is shown on any drawing and the referenced location cannot be reconciled with the building geometry, in which Grids 1 and 2 are the two long walls of a 30-foot by 84-foot building under a 3:12 gable roof. Please confirm the required attic R-value and identify on a drawing the exact area, depth and R-value of foamed-in-place insulation required by Specification 07 2119, or confirm that blown insulation per Specification 07 2126 applies throughout and that Specification 07 2119 is not applicable.

Per Engineer of Record - Specification 07 2119 Foamed in Place Insulation does not apply to the attic. No spray foam is required in the attic. The attic will be insulated with fiberglass blown in insulation to an R value of 49. This thickness will be slightly compressed at the eave vent baffles.

In other spec sections, airtight sealing is required around the windows and doors which can be obtained with either spray foam insulation or fiberglass batts.

13. The door schedule identifies seven 10′-0″ by 9′-0″ insulated metal sectional doors without a stated thermal value. Drawing T0.01 states a maximum garage door value of U-0.31, while Specification 08 3613 §2.02.A.4 requires a minimum of R-7. Please confirm the governing thermal requirement. Regarding operators, Hardware Set HDW-6 requires an electric operator, remote opener and exterior mounted keypad opener with code, and Drawing 2- E2.10 Keynote 5 requires a push button control and two remote controllers per door, while Specification 08 3613 §2.03.D provides only an interior three-button momentary-contact control station. Please confirm whether exterior keypads and two remote controllers per door are required in addition to the interior control station.

Per Engineer of Record - The U value on sheet T0.01 refers to the code requirements. In this case the U0.31Max converts to a Minimum R3.2. But the specification require a Minimum R7.

The specifications should be followed for a minimum R value of 7.

The overhead doors shall receive all the controlling hardware called out in the Construction Documents. This includes:

Three button interior control station Programable exterior 2 remote operators

The exterior keypads are properly called out in the specifications along with the interior push buttons. The remote operators are not mentioned in the specifications but are required according to the drawings.

14. Drawing T0.01 requires each garage bay to be separated by a one-hour fire barrier constructed to the standards of IBC Section 707, while Wall Types B.1X and B.3XS on Drawing 2-A1.10 are labeled "1HR fire wall." No tested assembly or listed design number is cited for the wall assemblies or for the gypsum board ceiling shown at 10′-6″ on Drawing 2- A2.10. Please confirm (a) the required assembly type and the listed design number for the bay separation walls, and (b) whether the fire barriers terminate at a fire-resistance-rated roof-ceiling assembly, in which case please identify that rated assembly, or extend through the attic to the underside of the roof sheathing. If the barriers extend to the roof sheathing, the attic is divided into seven compartments, and the ventilation calculation on Drawing T0.01 is computed for the roof as a single 34-foot by 88-foot space; please confirm the balanced ridge and eave ventilation required for each compartment. Please also reconcile the number of attic access openings, as Drawing 2-A2.10 indicates a one-hour rated attic access at each bay while Drawing 2-S2.10 Keynote 6 indicates a single attic access hatch location.

Per Engineer of Record - The separate between bays is required to be a 1-hour fire barrier according to T0.01. The term “wall” on sheet 2-A1.10 is used in the generic sense and is not meant to identify this wall as a “code fire wall”. That separating wall is only required to be a “code fire barrier”.

This separation uses a combination of the fire barrier extending up to the ceiling, and then a horizontal assembly at the ceiling level. Therefore the 1 hour fire barrier does not continue up to the bottom of roof sheathing. All these separations are to be 1-hour.

The Fire Barrier is built according to Section 707.

Build to wall type shown on sheet 2-A1.10. These would be either B.1x or B.3Sx depending on if structural called out the requirement for sheathing. Both sides receive one layer of 5/8” Type X Gypsum as shown. These walls only need to be built to the fire resistance, not the sound rating.

Below is one tested assembly that meets the intent, but there are others that would comply as well.

The Horizontal Assembly is built according to Section 711.

Roof/Ceiling assembly should be built according to the R-1 Roof Type note as shown on sheet 2-A3.00. However, a resilient channel at 12” on center should be added between the wood truss and a proprietary gypsum wall board. Below is one tested assembly that meets the intent, but there are others that would comply as well. The other options also have a proprietary GWB, but with different options for this board. Additional File Numbers that comply include: RC 2603, 2604, 2606, 2608, 2609, 2612 and 2613

For the access opening, drawings 2-A2.10 and 2-S2.10 do NOT disagree. Because the fire barriers do not separate the attic space, only 1 attic access is required. This attic access is required to be 1-hour fire rated according to the drawings and should be built to the same standards as the method used for the horizontal assembly. Alternatively, a pre-built 1 hour rated attic access be used instead.

15. Doors 66 through 71 are noted in the Remarks column as "1 HR FIRERATED

FRAME/DOOR,"

but the Label column is blank for all doors in the schedule. Please confirm the required fire protection rating and label for these six openings and provide a compliant hardware set.

Per Engineer of Record - The hardware schedule on sheet 2-A8.00 is correct. Doors 66-71 are required to be 1 hour rated. These are convenience only and not required by the code or for egress. The individual hardware pieces shall meet the 1 hour designation, but no panic exit hardware is required.

16. Please confirm (a) that the electric cove heaters shown on the electrical drawings constitute the entire heating scope and that no Division 23 work is required, and (b) that no mechanical ventilation or carbon monoxide detection is required for Bay 7 given its occupancy classification.

Per Engineer of Record - Yes, the cove heater is the only heat source. These are residential garages and no vehicle maintenance is permitted or taking place within them. This eliminated the requirement of mech ventilation (source capture) and carbon monoxide detection. CO2 detection is only required in the residential portions of a house.

17. Drawing 2-C1.10 Keynote 4 directs the Contractor to extend a new water service from the existing curb stop "if curb stop is in good condition," to "replace existing curb stop if required," and to field verify the size of the existing water service, with the new service to match the existing size. Neither the size nor the condition of the existing service is stated in the contract documents. Please provide the existing service size, or confirm the size to be carried in the proposal, and establish an allowance for curb stop replacement.

Price service line as 1-inch. Provide price for procurement and replacement of 1-inch curb stop as separate line item.

18. Drawing 2-E2.10 Keynote 1 requires rough-in only for future heat cable in gutters and downspouts, consisting of wires, a breaker and a blank weatherproof cover on a junction box. Please confirm that the heat cable itself is not within the scope of this contract.

The heat cable is not in the scope, it’s provisions only.

19. Does the bid include any access control, video surveillance, and intercom/PA solutions?

These items are not in the scope.