Amendment W912DS26BA0200002.pdf

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.

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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of theoffer 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 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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)

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

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

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

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

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

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

J 1 9

0002 11 JUN 2026 562346

W912DS

W2SD ENDIST NEW YORK

KO CONTRACTING DIVISION, 26 FEDERAL PLAZA ROOM 16 300

NEW YORK, NY 10278-0004

UNITED STATES

MOHENDA SURAGE, EMAIL: MOHENDA.R.SURAGE@USACE.ARMY.MIL

TELEPHONE: 917-940-8013

SCD: PAS:

W912DS26BA020

29 MAY 2026

SEE SECTION G - CONTRACT ADMINISTRATION DATA

See Schedule

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The purpose of this amendment is to: Block 14 (Description of Amendment/Modification):

Answer questions from prospective bidders for informational purpose only Bid opening remains the same.

NOTE: Bidders must acknowledge receipt of this amendment by date specified in the bid (or as amended) by one of the following methods: In the space provided on the SF 1442, by separate letter, or by signing block 15 below. FAILURE TO ACKNOWLEDGE AMENDMENT BY DATE

SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE LATE

BID, LATE MODIFICATION OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304)

Section 01 00 00 - General Requirements

Miscellaneous text in this section has been modified to:

Joint Base McGuire-Dix-Lakehurst, NJ

Hot Cargo Loading Area

W912DS26BA020

Amendment 0001

AMENDMENT 0001 to DRAWINGS and SPECIFICATIONS for Hot Cargo Loading Area, at

JBMDL NJ.

TO OFFERORS

The following changes shall be made to the drawings and specifications.

DRAWINGS

1. The following DRAWINGS have been REVISED but NOT REISSUED:

- None

2. The following DRAWINGS have been REVISED and REISSUED:

- CP101 - PAVING PLAN

3. The following DRAWINGS have been ADDED:

- None

4. The following DRAWINGS have been DELETED:

- None

SPECIFICATIONS

1. The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety herein:

- Appendix A - Site Visit Sign IN Sheet

2. The following SPECIFICATIONS SECTIONS have been DELETED in their entirety:

- None

3. The following SPECIFICATIONS SECTIONS have been REVISED and REISSUED:

- None

4. The following SPECIFICATIONS have been REVISED but NOT REISSUED:

- None

PROPOSER'S QUESTIONS AND GOVERNMENT REPLY

Questions that may be of general interest to all Offerors and/or the Government and that are not readily answered by the proceeding changes will appear below. These questions may have been paraphrased or altered to represent several questions regarding the same subject and/or simply revised to clarify and simplify the question(s). Questions and answers are issued to the Offerors "for information only" and do not revise the solicitation, plans or specifications.

1. Our takeoff of the Edge-of-PCC coordinate points (1-13) on Sheet CP101comes out to roughly 155,803 sf of 19" apron PCC. Can the Government confirm the intended apron PCC quantity (CY), or confirm that the plan limits govern, so all bidders are pricing the same volume? RESPONSE:

Please prepare your bid based on the limits as noted on the plans.

2. What is the specified mix design class and minimum flexural strength (modulus of rupture) for the 19" apron and 12" GSE pavement? Please point us to the controlling UFC or spec section so we can price the correct mix. RESPONSE: Please refer to specification 32 13 14.13 for PCC requirements.

3. Is the 13.5" PCC trench-drain pavement paid under its own line item, or is it lumped into the apron PCC? Please also give us the limits / linear extent so we can break it out. RESPONSE: No, the trench drain cost is included in CLIN 0002, once a detailed loaded schedule is developed and approved payments will be made based on work performed. 13.5" PCC and the trench drain are separate items. See sheet CS101 and CP101 for locations of the 13.5" PCC and the location of the new trench drain. See sheet CG501 and CG502 for trench drain details.

4. How are the base courses being paid -- 6" CTB under the apron, 7" CTB under the GSE pad, 8" PC-stabilized subgrade, and 6" ABC / 6" subbase under the shoulders? Are these in-place CY, SY, or lump sum under CLIN 0002? RESPONSE: All mentioned costs are included in CLIN 0002, once a detailed loaded schedule is developed and approved payments will be made based on work performed.

5. The shoulder limits aren't fully dimensioned on the plans. Our takeoff lands around 69,260 sf of 4" ACC shoulder. Can the Government provide the dimensioned shoulder limits, or confirm a quantity, so we're all carrying the same tonnage? RESPONSE: Please prepare your bid based on the limits as noted on the plans. See revised sheet CP101 for the paving limits of the 4" ACC.

6. CP503 gives reinforcing as an area of steel (As = 0.114 in/ft for the 19" PCC, 0.072 for the 12- 13.5" PCC) at 12" max spacing, but no bar schedule. What bar size and spacing does the Government want us to use? We'd rather price an actual bar layout than back into it from As.

RESPONSE: Please Bid the project as noted on the plans.

7. CP501 shows 1-1/4" 20" dowels at 18" o.c. (19" pvmt) and 15" o.c. (12- 13.5" pvmt). Are dowels required at every transverse joint, and which longitudinal joints need tie bars? If tie bars are required, please give the size, length, and spacing. RESPONSE: See sheet CP401 for Joint location and types.

8. CP501 details (2) #4 48" bars at 6" o.c. top and bottom at the hydrant pit corners. How many hydrant pits / fueling points are there so we can carry the right amount of this localized steel?

RESPONSE: See sheet CP401 for the location of the existing Hydrant Fuel Pit.

9. What lap-splice length / detail applies to the slab reinforcing, and how would the Government like splices accounted for -- as a percentage add to bar weight, or per a specific splice schedule?

RESPONSE: See sheet CP503 for lap spacing notes.

10. We don't see a fixture schedule for the taxiway / apron edge lights or any in-pavement fixtures.

How many fixtures of each type are in this scope? A keyed plan count or fixture schedule would let us firm up the lighting price. RESPONSE: Number of fixtures required are shown on ES101.

Elevated vs in-pavement are defined in the legend.

11. How many handholes / pull boxes are required, and are the generator and panel XDP1 furnished and installed under this contract? If so, please provide ratings and the controlling electrical spec section. RESPONSE: Number of handholes are shown on ES101. Generator and panel XDP1 shall be provided by the contractor for this contract. Ratings are shown on ES507.

Refer to 26 20 00 and 26 32 15.

12. What is the full scope of the catenary / aircraft lightning-protection mast system -- number of masts, down-conductor and grounding requirements -- and is testing / commissioning included under CLIN 0002? RESPONSE: Scope of catenary lightning protection system is shown on ES101 and ES508 as well as in spec 26 41 00. Testing and commissioning shall be included under CLIN 3.

13. CS101 lays out the perimeter fence by coordinate points (1-22), which we measure at about 3,293 LF. What fence type (height, fabric, top detail) and how many gates / what sizes are required? Is temporary security fencing during construction its own pay item or carried in the GCs?

RESPONSE: See sheet CS101 Keynote 2 for fence type. See sheet CS101 Keynote 3 for gate type. See sheet CS502 For fence details. See sheet CS503 for gate details. See specification 32 31 13.53 for additional fence requirements.

14. We don't have a marking plan for the airfield pavement markings. What is the paint type (e.g., reflective airfield marking with glass beads), the layout, and the approximate quantity? Is any temporary marking required during phasing? RESPONSE: See sheet CS101 for the pavement marking locations. See specification 32 17 23 for paving marking specifications.

15. What are the limits for topsoil, seeding, and landscaping restoration? Please provide the disturbed-area limits and the seed / sod spec so we can quantify the restoration rather than carry it as a lump sum. RESPONSE: See note 9 on CG101 for areas required topsoil and seeding requirements. See specification 32 92 19 for seeding requirements.

16. CLIN 0001 covers demolition and PFAS testing. What is the extent of existing pavement and structures to be demolished, what PFAS sampling protocol / lab method applies, and who carries the cost of disposal characterization if results come back over the thresholds? RESPONSE: See sheet CD101 and CD301 for Civil Demolition locations. See sheet ED101 for electrical demolition requirements. Reference Specification 02 41 00 for demolition requirements. Reference Specification 01 57 19, 02 81 00, 02 610 13 and the 02 61 13 Appendix for PFAS sampling and disposal requirements.

17. For the 1,500 CY of satisfactory (import) soil under CLIN 0008 -- where is it being placed, what gradation / spec applies, and are haul and compaction included in this line item? RESPONSE: The intent of this CLIN is to have the ability to quickly replace any unsuitable soil should it be encountered during excavation. If all soil is found satisfactory, no costs will be billed against this

CLIN.

18. For the petroleum-contaminated soil options (500 CY each, CLINs 0009- 0011), what triggers the Government exercising these options, and how is the unit price adjusted if actual quantities run over or under? RESPONSE: During excavation work that is part of CLIN 0002, should any soil be found contaminated with petroleum products, CLINS 0009-0011 may be exercised to complete the work. Payment will be made at a unit cost for volume removed. Should additional volume be required beyond what is already identified under the CLINS, COR will negotiate that work as needed.

19. CLIN 0003 bundles site work, fencing, storage, high-mast, and grading into one Job. Is a temporary field office and contractor laydown / storage area Government-furnished or contractor-provided, and where is the designated laydown area? RESPONSE: Contractor field office shall be provided by the contractor, please revisit spec section 01 50 00 for requirements. Location of the contractor laydown is shown on sheets GI101 and GC101.

20. What are the airfield operational constraints and phasing requirements -- permitted work hours, NOTAM / airfield-closure coordination, escort requirements -- and will night or weekend work be required to keep the airfield operational during construction? RESPONSE: See sheets GI101, GC101, GC102, GC201 and GC501 for airfield access requirements, phasing requirements and escort requirements. See specification 01 14 00 and Appendix 4 to Annex C to JB MDL JIDP (attached to the specs) for additional requirements

21. For the access-delay options (~25 hr and ~75 hr, CLINs 0014-0015), how are delay hours measured and documented, what rate are they compensated at, and what does the Government consider a compensable access delay? RESPONSE: Please refer to Note 7 of the bid schedule, section 00 20 00

Joint Base McGuire-Dix-Lakehurst, NJ

Hot Cargo Loading Area

W912DS26BA020

Amendment 0002

AMENDMENT 0002 to DRAWINGS and SPECIFICATIONS for Hot Cargo Loading Area, at

JBMDL NJ.

TO OFFERORS

The following changes shall be made to the drawings and specifications.

DRAWINGS

1. The following DRAWINGS have been REVISED but NOT REISSUED:

- None

2. The following DRAWINGS have been REVISED and REISSUED:

- Drawing GC201

- Drawing BB102

- Drawing CP503

- Drawing CG202

- Drawing ED101

- Drawing ES101

3. The following DRAWINGS have been ADDED:

- None

4. The following DRAWINGS have been DELETED:

- None

SPECIFICATIONS

1. The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety herein:

- Appendix B - Environmental Sampling Report

2. The following SPECIFICATIONS SECTIONS have been DELETED in their entirety:

- None

3. The following SPECIFICATIONS SECTIONS have been REVISED and REISSUED:

- None

4. The following SPECIFICATIONS have been REVISED but NOT REISSUED:

- None

PROPOSER'S QUESTIONS AND GOVERNMENT REPLY

Questions that may be of general interest to all Offerors and/or the Government and that are not readily answered by the proceeding changes will appear below. These questions may have been paraphrased or altered to represent several questions regarding the same subject and/or simply revised to clarify and simplify the question(s). Questions and answers are issued to the Offerors "for information only" and do not revise the solicitation, plans or specifications.

1. Please provide an estimated start date for this project. RESPONSE: The project is expected to be awarded by 30 Sep 2026, an NTP should be expected by mid November. Please note that the project does include obtaining environmental permits first, no physical work will be allowed until all permits are approved.

2. Provide the allowed working hours from Monday thru Friday for this project. Is it allowed to work on weekends? If yes, please provide the working hours. RESPONSE: Please refer to section 01 14 00 par 1.4.2 and 1.4.3 for work hours and work outside regular hours.

3. Please provide a list of Mc Guire AFB approved disposal facilities and a list of McGuire AFB approved subcontractors & vendors. RESPONSE: JBMDL does not have a list of approved subs and vendors. Disposal of any and all materials off site must follow State and Federal requirements, please consult sections 01 57 19, 01 74 19 and 02 81 00 for guidance.

4. Refer to dwg GC201, section 1.D and please clarify by what date the work within the free zone must be completed as there is no confirmed start date yet. RESPONSE: Please see revision on GC201, note is no longer used.

5. Refer to GC201, note 4.A under "Air Force Operational Notes-For Information Only", and please clarify between what hours the Taxiway Lima will be closed for the construction of the temporary access road. RESPONSE: Please refer to note 1 on sheet GC102.

6. Please refer to provided PDF file "Solicitation - W912DS26BA020", Option Line Items 009, 0010 and 0011and clarify whether they were intentionally duplicated or if they should be corrected.

RESPONSE: The CLINS are intentional.

7. Please clarify if the reinforced slabs are only the gray ones shown in drawing CP401, as indicated in the legend, since no slabs marked with an "R" were found in the joint layout plan, as indicated in note 3 in drawing CP503. RESPONSE: Correct, please refer to revision of Drawing CP503 as issued under this amendment.

8. According to plans CG-501 & 502, clearly states 18" RCP Pipe at Heavy Duty Trench Drain to New Manhole MH A-2 and is labeled A-1 for the profile on plan set CG-202. A-1 profile on CG-202 shows 8" PVC Pipe from "Existing Trench Drain" to MH A-4. Please confirm the correct pipe size from "New Trench Drain" to MH A-2 , "Existing Trench Drain" to MH A-3, MH A3 to MH A-4 & MH A-4 to "Existing Trench Drain"? RESPONSE: "A1" callout on CG202 is the cadd standard for labeling views and uses the sheet coordinate to call out the profile. Storm drain line A profile corresponds to sheet callouts L1 and F1. Storm Drain Line B profile corresponds to sheet callout F8. Storm Drain Line C profile corresponds to sheet callout F16. Storm Drain Line D profile corresponds to sheet callout A1 and Storm Drian Line ZZ profile corresponds to sheet callout A9.

Sheet will be amended to add the pipe segment names to each profile

9. Please provide Fire Hydrant connection details and elevations and clarify if we are to "REUSE" the existing Hydrant. RESPONSE: Existing fire hydrant shall be salvaged and reused. Reference sheet CD101 keynote 16 and sheet CU101. Reference specification 33 11 00 for installation requirements.

10. Please provide conduit sizes for each type of run on plans page ES503, L1, L6, L11, L16 & J7.

RESPONSE: Conduit sizes for each circuit are shown on ES507 Panel schedule XDP1 in the notes.

11. Is there an on base disposal area for the excess excavated material, or will excess material need to be taken off base? RESPONSE: There is no on base disposal area for excess material.

12. Are you able to provide an installer/providing for the Gilsonite Modified Asphalt Emulsion?

RESPONSE: Bidders are responsible for investigating the specified products and the government cannot provide a list of contractors who can do the work or providers who can provide the product.

13. Kindly advise on the timeline for obtaining the base access credentials and AF Form 483 Airfield Driving certification? RESPONSE: All of these aspects will be discussed at the pre-construction meeting.

14. Kindly confirm that all existing lights are in working condition. If so, please provide the age and FAA certification status of the existing LED fixtures designated for reuse and confirm the acceptance criteria that will be applied after reinstallation. If not, please advise how many new light fixtures should be considered in the base scope. RESPONSE: Please see revised drawings ED101 and ES101, all lights are to be provided new.

15. Does this project have LDs?

RESPONSE: Yes see clause 52.211-12

16. Under the instruction to bidder of the solicitation, it mentioned that only the minimum documents are required for submission of the bid, Signed 1442, Acknowledged amendments, Filled out bid schedule and totals and bid guarantee. On sheet 13, special provision 52.252-1, it mentioned that "The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer." Are we required to submit this with the bid or is it just the minimum submission?

RESPONSE : Refer to: Potential Bidders are reminded that only the minimum documents are required for bid submission: 1. Signed 1442. 2. Acknowledged amendments. 3. Filled out bid schedule and totals. 4. Bid Guarantee. 5. any reps and certs