N4008025R9500-0009.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

N40080-25-R-9500- Design-Build (DB)/Design-Bid-Build (DBB) Indefinite-Delivery/Indefinite-Quantity (IDIQ) Multiple Aw ard Construction Contract (MACC) for Large Scale U.S. Military Projects, Locations in Washington D.C., Maryland, and Virginia

PLEASE SEE SF30 BLOCK 14 CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 23

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

16C. DATE SIGNED

BY 24-Apr-2025

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X N4008025R9500

X 9B. DATED (SEE ITEM 11)

13-Mar-2025

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 the offer submitted;

or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

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.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-Apr-2025

CODE

COMNAVFACSYSCOM WASHINGTON

1314 HARWOOD ST

WASHINGTON DC 20374

N40080 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008025R9500

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

The purpose of this amendment is to:

1. Revise the solicitation

2. Provide attachments to SAM.gov from original solicitation

3. Provide revisions to design documents in accordance with noted PPIs

4. Provide PPI responses

1. Revise the solicitation:

Section 00 21 00 Instructions to Proposers

TO:

PRICE PROPOSAL PACKAGE:

(i) Solicitation Submittal Requirements:

(1) Executed SF1442 Offeror shall insert its company name and address in Block #14, telephone number in Block #15, acknowledge all amendments in Block #19 (if applicable), name and title of person authorized to sign in Block #20A, signature in Block #20B, and offer date in Block #20C of the SF1442. In addition, Offeror shall provide a cover page with solicitation number, solicitation title, Offeror name, address, phone number, fax number, United Entity Identifier (UEI), CAGE code, Employer Identification Number (EIN), and Federal Tax ID number, Point of Contract (POC), POC phone number, and email address, with its proposal. If a JV, this information should be provided for each member.

(2) Completed Price Proposal Form for the Seed Project

(3) Bid bond (SF-24). Offeror shall submit a bid bond (SF-24) in the amount of 20% of total project bid price for the seed project or $3M, whichever amount is less. The bid bond shall be in the name of the Offeror identified on the SF1442. In addition, the Offeror shall provide a letter from its bonding company confirming that it has a single award bonding capacity of at least $250,000,000. Firms are not required to demonstrate a minimum aggregate bonding capacity. However, contractors must be capable of securing bonding for multiple large-scale projects concurrently, as RFPs and task orders may be issued for several projects simultaneously. Offeror proposals that fail to provide evidence of a single bonding capacity of at least $250,000,000 may be considered non-responsive and thus be excluded from further price or technical evaluation as ineligible for award. NOTE: A small business joint venture Offeror or teaming agreement as defined in paragraph (c) of FAR solicitation provision 52.219-1, Small Business Program Representations, in accordance with 52.204-8(d) and 52.212-3(b) shall submit bonding company letters from each of the respective partners as identified on the SF1442, however the sum of the bonding letters shall meet the minimum $250,000,000 per project.

(4) SAM Registration Offeror shall ensure current registration on the SAM Website, www.sam.gov, including Annual Representations and Certifications are complete and updated for this procurement. If a Representation or Certification required by Section 00600 of the RFP is not provided in SAM, include the representation or certification in your price proposal. Proposals submitted by Offerors who do not have an active SAM registration at the time of proposal receipt shall not be considered.

(5) FAPIIS Certification Offeror shall ensure Federal Awardee Performance and Integrity Information System (FAPIIS) Certification as required by FAR 52.209-7, Information Regarding Responsibility Matters.

(6) VETS-4212 Registration Confirmation of filing of Veterans’ Employment and Training (VETS-4212) for the 2023/2024 filing cycle. Offeror shall ensure a current VETS-4212 report has been submitted to the Department of Labor (DOL) website, http://www.dol.gov/vets/vets4212.htm, if the Offeror is required to submit. An email confirmation of submission can be requested and received by the Offeror from the DOL website and submitted in the price proposal. If the Offeror is not required to submit a report to VETS-4212, include a brief statement and justification explaining why the Offeror is not required to submit a report.

Visit the VETS-4212 website for details concerning if your company is required to submit a VETS-4212 report and to request an email confirmation of submission.

(7) Joint Venture (JV) Agreement (if applicable) If the Offeror is a JV, clearly submit the name of each entity that comprises the JV (Offeror). For each entity, provide the complete name of the firm, address of the entity, Unique Entity Identifier (UEI), CAGE code, Point of Contact (POC), POC phone number, and POC email address. Provide a copy of the signed JV agreement.

NOTE 1: A small business joint venture Offeror must submit, with its offer, the representation required in paragraph (c) of FAR solicitation provision 52.212-3, Offeror Representations and Certifications- Commercial Products and Commercial Services, and paragraph (c) of FAR solicitation provision 52.219-1, Small Business Program Representations, in accordance with 52.204-8(d) and 52.212-3(b) for the following categories: (A) Small business; (B) Service-disabled veteran-owned small business; (C) Women-owned small business (WOSB) under the WOSB Program; (D) Economically disadvantaged women-owned small business under the WOSB Program; or (E) Historically underutilized business zone small business.

(8) SMALL BUSINESS SUBCONTRACTING PLAN INFORMATION – reference FAR 52.219-9 Alt II and DFARS 252.219-7003). In accordance with FAR 19.7, all other than small businesses shall submit a Small Business Subcontracting Plan (SBSP) based on the proposed MACC NTE Value utilizing the template provided as Attachment E within their price proposal. Acceptability of the SBSP will be considered a responsibility matter. The SBSP will not be evaluated or rated by the SSEB, but reviewed by a Small Business Professional/Authorized Representative and the Contracting Officer for acceptability. The SBSP shall be negotiated and/or accepted within the time specified by the Contracting Officer. Failure to negotiate an acceptable subcontracting plan within the time limit prescribed by the Contracting Officer will render the Offeror ineligible for award of the contract. The SBSP will be incorporated into the resulting contract.

NAVFAC’s command-wide small business subcontracting targets are shown below. These may be higher or lower than percentages that would represent realistic, challenging, small business subcontracting goals for this acquisition consistent with efficient and effective performance of the contract. These targets are based on a percentage of total planned subcontract dollars. The SBSP shall be consistent with the commitments offered in the Small Business Utilization and Participation Factor (Attachment G). In accordance with DFARS 215.304(c)(i), when an evaluation assesses the extent that small businesses are specifically identified in proposals, those small businesses considered in the evaluation shall be listed in the

SBSP.

Program Prime Subcontracting Small Business (SB) 59.30% 40% Historically Underutilized Business Zone Small Business (HUB Zone)

6.85% 3%

Service-Disabled Veteran Owned (SDVOSB) 4.90% 5% Small-Disadvantaged Business (SDB) 44.50% 5% Woman-Owned (WOSB) 4.60% 9%

Please note that SBSP goals and the participation requirements provided in the Small Business Participation Commitment Document (SBPCD) WILL NOT be the same. The participation requirements within the SBPCD are provided as percentages of the total contract value; subcontract plan goals are provided as a percentage of planned subcontracting dollars. While the percentages will differ, the types of products/services identified in the SBSP, should be the same as those products/services identified in the SBPCD. Likewise, the planned small business subcontract dollars in the SBSP will be equal to (or in some cases greater than) the extent of small business participation identified in the SBPCD.

ADDITIONAL INFORMATION TO BE SUBMITTED WITH PRICE PROPOSAL PACKAGE:

RESPONSIBILITY DETERMINATION INFORMATION - In order to be eligible for award, the Offeror must be determined responsible in accordance with FAR Part 9 General Standards. Contractors are to provide the following to support determination:

1. One signed bank reference demonstrating adequate financial resources. If Offeror’s firm has a line of credit – provide information on how many figures Offeror can borrow against the line of credit (i.e.

medium 6 figures – exact line of credit is not required).

2. The Offeror shall provide the latest three complete fiscal year financial statements for the prime contractor, certified by an independent accounting firm, if practicable, or signed by an authorized officer of the organization. Submit evidence of availability of working/operating capital, which will be used for the performance of the resultant contract. For Joint Venture arrangements, submit the latest three complete fiscal year financial statements for each company in the Joint Venture and discuss the financial responsibilities among the companies. The Government may also utilize Dun & Bradstreet reports to evaluate the financial capacity of the Offeror.

Offerors may provide proprietary financial statements only via email to molly.e.lawson.civ@us.navy.mil and Vivienne.e.moore.civ@us.navy.mil in lieu of submitting within the system. Additional information included with financial statements will not be considered.

3. Description of Offeror’s facilities and equipment.

2. The following attachments have been uploaded to SAM.gov from original RFP in PIEE. Please note that the attachments remain unchanged from original solicitation with the exception of Attachment D – Past Performance Questionnaire, which was revised via amendment 0005. Please use the updated version ATT

D (REVISED 04022025).

ATT A PIEE Vendor Registration Instructions ATT B PPI Log ATT C Construction and Design Experience Project Data Sheet ATT D Past Performance Questionnaire (Use: ATT D (REVISED 04202025) ATT E Small Business Subcontracting Plan ATT F Historical SB Utilization ATT Small Business Participation Commitment Document

3.. Revisions to Specification Sections and Drawings:

PPI #128 –

See Revision to Spec 32 13 14.13 See Revision to Spec 31 00 00 See Revision to Spec 31 05 19.13 See Revision to Spec 32 12 15.13

See Revision to Spec 32 12 16.16 See Revision to Spec 32 13 13.06 See Revision to Spec 32 16 19 See Amendment 0008 for Revision to Spec 33 40 00

2. PPI Responses:

Reference

Inquiry Government Response

# Page Section Para

66 GC102 n/a n/a Per drawing GC102, Building demolition under Phase 1A for buildings 2372, 669, 619, 314, and 315 cannot be demolished until new facilities, which are part of separate contracts, are functional. Please provide guidance as to when the offers shall expect ability to demolish existing buildings per Phase 1A.

The Offerors can expect that buildings 2372, 669, 619, 314 and 315 will be in use until 15 January 2026. This is the earliest date that they may be vacant and available for demolition after removal of furniture and other contents by the demolition Contractor.

68 GC102 Per drawing GC102, Phase 2 preliminary grading, surcharge and utilities can be concurrent with Phase 1.

Please confirm that Phase 2A through 2F can also happen concurrently with phase 1 as long as erosion and sediment control measures have been installed.

Per the General Notes, Phase 1 of the General Notes can occur concurrently with Phase 2 of the General Notes. However, the building demolition and fuel line casing will need to occur prior to the surcharging. The utilities installation is outside the scope of the Contractor’s effort and may occur after all other Phase 1 and Phase 2 General Note activities.

70 CD1003 Note #3 General note #3 on sheet CD1003 states that the contractor must dispose of timber during site clearing after reimbursing Navy Forrestry account in the apprasied amount of timber.

Please provide the appraisal amount for the timber marked for removal or provide an allowance for all bidders to carry.

The Government Forester conducted a timber appraisal within the proposed project limits in 4/2022. The appraised value of $3,452.50 is based on current market prices and a comparison of similar Government timber sale stumpage prices.

Per NAVFAC P-73 Volume II Paragraph 6.d.(2)(g): "The construction contract shall contain provisions for reimbursing the Navy forestry account in the amount of the appraised value. The Invitation for Bids on such construction contracts must contain a provision as follows:

a. 'Valuable Standing Timber: Bidders are advised that there is marketable standing timber, having fair market value which the Government appraises to be $(amount), on the tract described as follows: (detail boundaries). The contractor is required to pay the appraised amount to the Government within 30 days after notice to proceed has been given, to be deposited in the Navy's forestry account.'"

Also note that a check or money for the appraised value needs to be made payable to ‘Treasurer of the United States’.”

79 01 50 00 3.1 Please provide information regarding location and capacity of parking area designated by the Contracting Officer. Please advise if additional laydown/construction trailer space is available not shown within the Bid Documents.

Once the site is cleared the contractor can create laydown/ construction trailer space within the project limits.

80 GC102 General Notes

Please advise when new facilities will be functional, as part of a separate contract, to facilitate demolition of buildings 2372, 669, 619, 314, and 315.

See Government Response to

PPI #66.

86 GI001 Reference drawing GI001, General Demoiltion Notes Item 11. Within Item 11, there is a sentence that notes, "Cut off and remove foundation piles a minimum of three feet below grade."

Please provide a quantity of piles at the existing buildings to demolished that have foundation piles that need to be cut three feet below grade as there are no as-builts of those buildings in the Contract Documents.

This information is unknown, bid per RFP and assume spread footings.

127 26 42 13 2.1.1 Reference specification section 26 42 13, Section

2.1.1. Please confirm ASUS

will be responsbile for sections 2.1.1a and 2.1.1b of this specification section as they will be installing the domestic and fire suppression lines from the demarcation point at the building.

Confirmed, see amendment 0003, PPI 0009. KTR to include ASUS work in construction schedule

128 Div 30 Specifica tions

Specification sections 31 00 00, 31 05 19.13, 32 01 16.17, 32 01 19.61, 32 12 15.13, 32 12 16.16, 32 13 14.13, 32 16 19, 32 17 23, and 33 40 00 have have various items that note "will be paid for at the contract unit price", but the Price Proposal Form provided in Amendment 0002 does not have unit prices for these Division 30 specificaiton items. Please confirm these unit prices are not required to be submitted.

Confirmed. Specifications have been revised to reflect Lump Sum payment. Need revised specifications to re-issue.

No change necessary to 32 01 19.61

131 1 01 91 00.15

1.2 Specification section 01 91

00.15 1.2 CxC states the Commissing Provider (or Commisssing Firm, terms are to be interchangable as noted within this section) is hired by the government, where as 01 91 00.15 1.1 states the Prime Contractor is to employ the services of an independent Commissioning Firm. Please confirm that the independant commission firm is hired and paid by the Government as noted in 01 91 00.15.

Confirmed

133 31 62 51 Reference specification section 31 62 51. This specification provides the option of either providing densified aggregate piers or rigid inclusions for ground improvement. Without a full geotechnical report and surcharge at the building pad not being completed before the price proposal is submitted there are lots of ambiguities in which ground improvement type to select which seems

The specification will not be revised. The type of soil improvement system is up to the contractor to determine in accordance with the specification.

unfair to proposers. Section

1.1 of the specification even notes, “The information on ground conditions must be assessed to determine its suitability for the specified ground improvement system after the soil surcharge is removed from areas requiring soil improvements.” We recommend updating the specification for one type of ground improvement system for the price proposal, and then after the soil surcharge is removed, the ground conditions can be evaluated and if required, the contract changes clause would then take affect if a different system were needed than what is specified.

137 CU103 Sheet Keynotes on CU103, items 6, 7 & 8 (as well as other notes on other sheets), state that they are "Provided by ASUS". Please confirm what ASUS will be doing and what is required of the Contractor. Are these items ASUS provided and Contractor Installed or ASUS Provided and Installed?

See Government Response to

PPI #127

142 CU103 Note 7 references a pre-engineered pump station (to be provided by ASUS). Please confirm if foundations are required to be provided by Contractor, or if this will also be provided by ASUS.

ASUS will provide PAD/FND. See Government Response to PPI #127

159 Please provide locations for exterior and traffic signage.

VOL 1 CS511 and CS512 show a Stop sign, reserved parking sign, and Building Sign, but no locations on the drawings.

See CS111-CS112 for sign locations

167 Would the Government consider making payments for stored materials located in Maryland, Viginia and DC -- a 10 mile radius noted in Div 1 is limited.

Bid per RFP

169 AE615 096723.1

3 & 096723.1

Where the floor is to receive FRRF2 (or 1 when Option is priced) is the FRRF to be applied under the ILDFA floor system?

No.

170 096723.1 3 & 096723.1

Confirm SSPC QP8 certification will be required for project. Will a portfolio of equal projects and reference from the manufacturer suffice for qualification. The BOD product does not require the SSPC QP8 or SSPC QS1 certification.

Bid per RFP

172 AE406 and

AE408

Is porcelain tile to be installed behind the lockers or just at base and at the difference between locker and 7-0 height of top of tile.

Scheduled tile is only to be installed on the exposed wall surfaces and not behind the lockers.

176 AE615 and

AE616

Confirm H2A, HGR Bay #2 ceiling finish is EXP STR PT2, it appears to be missing the numeric identification on the Room Finish Schedule.

Confirmed - finish will be

EXP STR PT2.

178 ES201 Drawing s Volume

New Work Keynot es #1

Keynote 1 on Sheet ES201 states that the pad mounted transformer will be provided by SMECO. Please confirm that SMECO will be responsible for all costs associated with procuring and installing this transformer.

Confirmed.

179 E-602 Drawing s Volume

Please confirm that the site primary electrical utility connection to the utility provided transformer will be provided and installed by

SMECO.

Refer to Government Response to PPI #178

180 TS101 Drawing s Volume

Drawin g Notes

Please confirm that all OSP cabling fiber, as shown on TS101, is to be procured and installed by the local service provider (Verizon).

Contractor to provide and install fiber optic cabling to all buildings. Tie points to Verizon fiber to be coordinated during construction.

192 Specifica tions

01 91

00.15 & 01 91 00.15

There are conflicting statements about the Commissioing Provider (CxC) which is hired by the government per the 01 91

00.15 specs and the 01 91

00.15 20 specs subsection 1.1 Summary which states the commissioning firm must be a 1st tier sub to the general

Refer to Government Response to PPI #131 contractor. Could the Government please clarify who is responsible for hiring the commissioning firm?

195 01 78 00 3.2 Specification section 01 78 00 makes reference to Record Drawings and Record Model deliverables. As customary on a Design-Bid-Build delivery model, please confirm the DOR will be producing the record drawings and record BIM model, utilizing Contractor's as-built drawings. Since the DOR owns the complete set of electronic drawings required to produce the record drawings/model (including all backgrounds and “add-ons” which are often proprietary information), having the DOR produce these documents would be the most practical and efficient method. Please confirm the DOR will be providing the record drawings and record model for this Design-Bid-Build project.

Confirmed

198 Amendm ent 0004

Attach ment L

Amendment 0004 provided the J&A document for Safespill ILDFA Fire Suppression System. Since all Offerors are required to solicit pricing from Safespill, there is no guarantee that all Offerors would receive the same pricing for this ILDFA system, therefore eliminating fair and reasonable competition. Would the Government consider providing an amount to be carried within each Offeror's proposal to allow for fair and reasonable competition?

Bid per RFP

199 01 32

01.00 10

3.6.1 Specification section 01 32

01.00 10 3.6.1 states that Schedule Update Meetings are to be conducted at least monthly lasting no longer than 8 hours and that the Contractor Scheduler must attend in person unless virtual

Virtual meetings are acceptable if participation is consistent and schedules are adequately prepared in accordance with Contract requirements. The Government reserves the right to require in person attendance is approved by the Contractor. Please clarify if monthly Schedule Update Meetings will be virtual and not required to be in person.

meetings if major corrections are required in order to facilitate cooperation.

208 FA001 Drawing s Volume

Drawing FA001, Note 68, says “the secure area (CAT/SIL) must be provided with its own remote FA/MNS control panel (RFMCP).” FA-series drawings don’t appear to identify RFMCP quantities or locations, and drawing G- 104 shows 5 different “secure areas”. Please clarify required number and approximate locations of RFMCP unit(s).

The secure area RFMCP is no longer a requirement.

212 GC102

and Pg. 22

Drawing s Volume and RFP Part 1

Drawing GC102 indicates that the tree removal may only be performed between 16-Nov and 31-Mar. There is a significant amount of tree removal that must be coordinated with other site development work. If the project is awarded 31-Dec-25, that will not provide adequate time to get the tree removal complete prior to 31-Mar-26.

This means that the tree removal will be pushed off until the next window (16- Nov-26 to 31-Mar-27) to be completed and will delay the project.

Is it possible that the award date be targeted to occur around 1-Aug-25 so that the contractor can provide bonds, early submittals, mobilize, install fence/low barricades and erosion controls and then proceed with the tree removal within the time window designated?

On a related note, page 22 of the RFP states, “Important:

The schedule shall be based on a contract award date of 31 Dec 2025, but this date is provided for evaluation purposes only and not an anticipated/planned award date.” Please note that given

From Aug 1 – May 14 there are no issues with clearing trees. If there is any possibility that tree clearing could extend in to the pupping season (May 15 – July 31) then it is recommend doing a voluntary consultation with U.S. Fish and Wildlife Service to avoid a possible backlog of consultation requests and having to write a biological opinion. The time required is dependent on the backlog.

the restrictive window and the quantity of tree removal required in order to proceed with the new construction, the date of award may significantly impact the overall project duration.

221 S-151 Section 41 22 13.15

Drawing S-151 suggests that the bridge crane is a double-girder crane; specification 41 22 13.15 is unclear. Should this be a double or single girder crane?

A double-girder bridge crane is expected based on the span and required capacity.

However, a single girder crane can be used if all prescribed crane requirements are met.

222 Section 41 22 13.15

2.2.2 Paragraph 2.2.2 of section 41

22 13.15 says that the bridge girders need to be patented track if handling ordnance.

Will this crane be handling ordnance?

No, the crane will not handle ordnance. Refer to amendment 0008: revised specification 41 22 13.15

224 Section 41 22 13.15

2.4.8.1 Paragraph 2.4.8.1 calls for a

four-bar runway conductor system. If the crane is operating in a hazardous environment, this would need to be a stainless steel track festoon with neoprene flat cable. Please clarify what is needed for runway electrification.

The entire crane is required to operate in a hazardous environment.

226 Section 11 94 11

2.3.1 Can the roof anchor posts be

attached to the structural roof deck? Or do they need to be attached to structural steel below the roof deck?

See detail C1/AE124 and section 1.3.2.1 of specification 11 94 11 for roof top fall protection attachment requirements.

233 33 40 00, 33 46 16

Per PPI responses 36-39, ASUS will furnish and install all water line, force main, and sanitary sewer from its connection points to within 5 feet of the proposed building line. Please confirm that the GC scope of work will only include water line, force main, and sanitary sewer within 5 feet of the building. Also please confirm that the entirety of the storm drain scope of work is the responsibility of the GC.

Please confirm that ASUS will perform cut and cap of existing wet utilities marked

Confirm, storm water drain scope. KTR to perform cut and cap of existing utilities marked for demolition. KTR to coordinate work with ASUS for ASUS review and concurrence with process/procedures.

to be removed, prior to removal by GC.

234 33 32 16 PPI response 36 states that the sanitary force main will be furnished and installed by ASUS. Please confirm that this includes the wastewater pumping stations (Spec 33 32 16).

Confirmed. ASUS to install work past point of demarcation

236 01 91 00.15

Please confirm the Commissioning Agent is to be hired by the Owner.

Refer to Government Response to PPI #131

240 FX101A 13 50 00 FX101A references a booster pump for the ILDFA system.

This pump is not shown or scheduled on the mechanical or plumbing drawings. Please confirm if this booster pump is required, and provide specifications for the pump.

The ILDFA pump will be provided by the ILDFA manufacturer.

243 08 44 00 1.7 Section 1.7.1 calls for curtain wall to meet antiterrorism performance criteria following UFC 4-010-01, standard 10.

Standard 10 states that glazing is to be intended to minimize hazardous glazing fragments and not required to be designed for blast resistance.

Since there is no mention of blast requirements in the glazing specifications, it is assumed that there are no blast requirements on the project.

Please confirm.

Confirmed, curtain wall frames are not required to be blast resistant, however glass from 08 81 00 - GLAZING is required to be laminated to resist glass fragmentation.

244 Please confirm if ASUS will own Cathodic Protection for their work.

Not typically. UTs for new construction are installed prior to cathodic protection. If ASUS is aware of the encroachment issue and has the specs to adequately price their work they can own the cathodic protection for their work.

250 27 05

29.00 10

In reference to specification section 27 05 29.00 10 - Can you share the Basis of Design for the PDS raceway carrier system?

The office spaces will not required PDS in the office areas.

251 Please provide as-builts of all existing buildings marked for demolition. Also, please confirm that all furnishing inside existing buildings will

The Government will provide as-builts, if available. The Contractor will be responsible for relocating metal shelving be removed prior to demolition.

from existing building 619 to new building 2980 (HAZMAT Storage Facility). There is nine (9) metal shelving units to move between the two buildings. All other furnishings are to be disposed of by the Contractor off site prior to building demolition.

255 Section 41 22 13.15

Bridge Crane: what is the group rating for the NEC Explosion Proof requirement?

See Government Response to

PPI #222

256 Section 41 22 13.15

Bridge Crane: are there any mechanical explosion proof requirements?

See Government Response to

PPI #222

257 Section 41 22 13.15

Section 1.3.1.1 identifies the explosion proof environment as NEC Class I, Division II.

Please identify the Group.

See Government Response to

PPI #222.

258 Section 41 22 13.15

Section 1.3.1.2 identifies the maximum hoist speed as 60 FPM and the minimum as 40 FPM. These speeds push the hoist into the “custom” category and the standard hoist suppliers cannot meet this criteria. We’ve done military hangar’s in the past and the standard hoist speeds offered from Yale and ACCO at 30 FPM has been acceptable. We are a master distributor for all major hoisting brands and I cannot find a hoist manufacturer that will quote this project with the published speeds. Will you accept a 30 FPM hoist speed?

Yes, a hoist speed of 30 FMP is acceptable. Refer to amendment 0008: revised specification 41 22 13.15

259 Section 41 22 13.15

Section 2.2.2 states, “Provide a bridge girder of rolled steel shape conforming to CMAA 74 OR patented track conforming to MHI27.1, as applicable. For ordnance handling cranes, the bridge girder must be of patented track.” Question, will this crane ever handle ordnances?

The crane does not need to convey ordnance. See revision to specification 41 22 13.15.

262 Section 41 22 13.15

Section 2.3.8.b states, “Wheel material is to be steel or ductile cast iron.” The same paragraph then states, Wheel material must be non-sparking. Refer to

“Provide wheels of non-sparking material. The minimum tread hardness for bronze wheels is 225 BHN.”

Please confirm if the wheels are to be steel or bronze.

265 27 05

29.00 10

PDS carrier identified in office locations, please provide cable tray/PDS carrier connection detail and drawings showing layout of the secure raceway system in required areas

The office spaces will not require PDS in the office areas.

268 TS101 Please confirm what fiber Verizon will install on TS101 telecom site plan and what is by the contractor.

Verizon will will splice in the contactor provided copper feeds.

269 01 91 00.15, 01 91 00.15

There were two specifications 01 91 00.15 issued. One incidates that the commisisoning agent is to be hired by the contrctor, and the other indicated that they will be hired by the Owner. Please clarify which commissioning specification should be utilized, and which should be voided.

Refer to Government Response to PPI #131

282 CG121 The proposed gas line is by others. Please confirm the split casing to protect the existing gas line is also by others.

Bid per Construction Documents. Provide new split Casing pipe to protect existing fuel line at new ramp area.

289 07 17 00 Underslab "Geotextile Waterproofing" has been detailed at depressed access floor area, i.e. A3, B5 / AE415 , B2 / S-304, No other waterproofing related to specification 07 17 00 has been identified at building perimeter foundations. Please confrm none is required in any other areas

Refer to Government Response to PPI #276

306 AE617 Reference AE617 , exterior materials legend, material 19:

ALL LOW ROOF

MECHANICAL AHUS AND

CONDENSING UNITS. This equipment is indicated to be painted color match to centria #1760. Div 23 specifications call for: must be factory finished with the

The intent is to field paint the factory finished mechanical units. Field paint the factory finished mechanical units as prescribed.

manufacturer's standard finish except items located outside of buildings must have weather resistant finishes that will withstand 3000 hours exposure to the salt spray test specified in ASTM B117 using a 5 percent sodium chloride solution. These two requirements appear to be in conflict. Please clarify if the field applied custom painting requirement indicated above per AE617 notes can be deleted from the project.

311 412213.15 1.3.1.1 1 Crane spec section 412213.15-

1.3.1.1 states the NEC class as I and Division as II but does not state the NEC Group letter designation, which is required to price the crane. Please advise the correct group designation

Refer to Government Response to PPI #222

314 Spec 110150 Spec 11 01 50 calls for Interior Fall Protection Systems but drawings do not reflect intended system.

"System will be designed for three users per line, one line each over fuselage and wings as illustrated on the structural drawings." is called out in the Specification.

Please confirm this requirement is 3 lines per plane for a total of 6 lines in H1A and H1B. Please confirm if F11 has any Fall Protection Requirements.

Revision: The interior fall protection is not required.

Specification 11 01 50 does not apply.

358 CS103 In reference to RFI 39, please confirm ASUS will be responsible for the asphalt pavement patch called out on drawing CS103 where their 6" sanitary force main will be installed. If so, please confirm we are to assume ASUS will be responsible for site restoration at areas impacted from their work.

KTR to provide for site restoration including pathing and repair of hardscape surfaces.

359 N/A Please confirm if the GC is to be responsible for temporary

The GC is responsible for temporary utility usage to its job/project trailer.

utility usage for water, electric, and sanitary.

360 CD101 General note 3 on CD101 states "CLEAR AND GRUB

WITHIN THE

DEMOLITION LIMITS

SHOWN.

MERCHANTABLE TIMBER

IS CLASSIFIED AS NAVY

CLASS I REAL

PROPERTY AND MUST BE

LEGALLY DISPOSED OF

IN ACCORDING TO

REAL ESTATE DISPOSAL

REGULATIONS. THE

CONTRACTOR MUST

DISPOSE OF TIMBER

DURING SITE CLEARING

AFTER REIMBURSING

NAVY FORESTRY

ACCOUNT IN THE

APPRAISED AMOUNT OF

THE

TIMBER" Please provide the appraised amount.

Refer to Government Response to PPI #64.

363 T-001, T-501 Symbol for Unclass standard WAO indicated terminations with duplex SC connectors.

Detail C1 on sheet T-501 shows duplex LC connectors.

Please confirm WAO connectors are to be duplex

LC.

Confirmed

377 M-701 Controls general note 1 on M- 701 says "CONFIRM

COMPATIBILITY OF NEW

CONTROLS SYSTEM WITH

ANY EXISTING

BASEWIDE SYSTEM

PRIOR TO INSTALLATION.

THE

INSTALLATION HAS A

J&A FOR USE OF

JOHNSON CONTROLS,

INTERNATIONAL (JCI)

METASYS. CONFIGURE

THE EQUIPMENT AS

DETERMINED BY

JOHNSON CONTROLS

FEDERAL SYSTEMS." Does this project have a sole source agreement with JCI which will require them to perform the work?

Yes

378 CS507 Please confirm the following for the box gate shown on

CS508;

• What is the specified wind load?

• Will the gate need to be PE stamped for wind load?

• What is the required infill?

• Is the gate just mill finish?

Wind loads are prescribed on sheet S-001.

Gate finish per 32 31 13 Infill per manufacturer recommendations compliant with CS508 and 32 31 13

379 Please confirm there is no hazardous soils. If so please provide quantity to assume for removal and disposal.

Based upon the attached Site 6A ROD amendment from 2004, which was signed after the 1999 ROD for Sites 6 and 6A, it appears the area that is Site 6A is good for unrestricted land use and should be acceptable for the future P691 MILCON project. The Government does not see anything that would cause for need to containerize and have any special disposal of soils. It is possible the Contractor may also something not found during the Governments survey as it did not canvas 100% of the site and subsurface, but based upon the RI/FS work completed 20+ years ago the site appeared to be below the screening levels at that time.

Please note that the Base Operating Support Contractors have utilized the site throughout for disposal of soils, construction debris, and spare materials. The Contractor will encounter steel beams, abandoned office trailers, concrete pavement remnants, and other miscellaneous metal fabrications requiring removal and disposal.

380 Please confirm there is no PFAS. If so, please provide a quantity to assume for removal & disposal.

Refer to Government Response to PPI #379

381 Drawing s Volume

CS508 Please provide the following information for the Dual Slide Gate shown on CS508:

(A) What is the specified wind

Wind loads are prescribed on sheet S-001.

Infill per manufacturer recommendations compliant load?

(B) Will the gate need to be PE stamped for wind load?

(C) What is the required infill?

(D) Is it milled finish?

with CS508 and 32 31 13 Gate finish per 32 31 1

382 31 11 00 Reference specification section 31 11 00, section 3.3.

Please provide the dollar value of merchantable timber based on the evaluation noted in this specification so proposers can include in their proposal.

Refer to Government Response to PPI #64

385 E111A & E111B

Please confirm the counter top overhead coiling doors are manually operated. If they are to be motor operated, please provide power disconnect and controller locations.

Counter top overhead coiling doors are manually operated

386 E111D Please confirm that controllers for coiling overhead doors D10A, D11a, and D11B are to be located plan south and directly adjacent to the door openings.

Coordinate final disconnect location with manufacturer and door installer

388 For the wick drain scope, please provide the following:

1. Expected settlements.

2. Engineer of Record for the wick drain scope.

3. Wick drain installation elevation.

4. Total number of wick drain locations.

5. Process for handling wick drain refusals.

As shown on GC104, CONTRACTOR'S

GEOTECHNICAL

ENGINEER TO CONFIRM

DESIGN AND EXTENT OF

SURCHARGING TO

MITIGATE UNDERLYING

COMPRESSIBLE SOIL

LAYERS.

390 41 22 13.15 1.3.1.2 Section 1.3.1.2 identifies the maximum hoist speed as 60 FPM and the minimum as 40 FPM. These speeds push the hoist into the “custom” category and the standard hoist suppliers cannot meet this criteria. Typical military hangar’s use the standard hoist speeds offered from Yale and ACCO at 30 FPM. All major hoisting brands will quote this project with the published speeds. Please confirm 30 FPM speed is acceptable.

If reduced speed is unacceptable, please provide

A minimum speed of 30 fpm is acceptable. Refer to make and model of a compliant product.

391 41 22 13.15 2.2.2 Section 2.2.2 states, for ordnance handing cranes, the bridge girder must be of patented track conforming to MHI MH27.1 in leu of rolled steel shape conforming to CMAA 74. Please confirm the bridge crane will not be handling ordnances.

The crane will not require handling ordnance. Refer to amendment 0008: revised specification 41 22 13.15

392 41 22 13.15 2.2.5 Section 2.2.5 allows for both rolled steel shapes or patented track, however section C4 on S-380 shows patented track runway beam. Please confirm that either rolled steel shapes or patented track are allowable.

Confirmed

394 41 22 13.15 2.3.8.b Section 2.3.8.b states, “Wheel material is to be steel or ductile cast iron.” The same paragraph then states, “Provide wheels of non-sparking material. The minimum tread hardness for bronze wheels is 225 BHN.”

Please confirm if the wheels are to be steel or bronze.

Wheel material must be non-sparking. Refer to amendment 0008: revised specification 41 22 13.15

396 41 22 13.15 2.4.8.2 Section 2.4.8.2 Bridge Conductor System. Please confirm that the festoon track system should be standard equipment or non-sparking (stainless steel track, bronze trolley wheels, neoprene cables, etc.)

Confirmed

397 41 22 13.15 1.3.1.1 Section 1.3.1.1 identifies the explosion proof environment as NEC Class I, Division II.

Please identify the Group.

Refer to amendment 0008:

revised specification 41 22 13.15

398 As there is a significant amount of soils to be provided for this project, please clarify if there is a borrow location on campus for overburden required.

Bid per RFP. Soil stockpile not provided by the Government.

406 RFP Per previous RFI responses, ASUS will perform all waterline, sanitary and force main utility work up to 5 feet ooutside the building. Will ASUS dispose of their own spoils, if the spoils are the

KTR responsible for final grading including spoils.

repsonsibility of the GC to dispose, please provide a spoils quantity for us to include.

434 GC 101 GC 101 states work hours are from 6am - 7pm , specification 01 14 00 states 7 am - 3:30 ? Please clarify .

Standard work hours on the installation are 7 am to 3:30, but can be extended. Loud machinery is typically prohibited before 7 am, but other work can be done earlier with permission.

498 S-009 41 22 13.15

2.2.2 Bridge Cranes: Will this crane

ever handle ordnances?

Section 2.2.2 states, “Provide a bridge girder of rolled steel shape conforming to CMAA 74 OR patented track conforming to MHI27.1, as applicable. For ordnance handling cranes, the bridge girder must be of patented track.”

No, the crane will not handle ordnances. Refer to amendment 0008: revised specification 41 22 13.15

500 N/A 41 22 13.15

2.3.2.2.

a 2.3.2.5

Bridge Cranes: Confirm the sheaves are steel or non-sparking materials (bronze or other).

Section 2.3.2.2.a states, “The load block must be constructed of steel non-sparking materials.” & “The load block sheaves must be constructed of non-sparking materials.” Section 2.3.2.5 states, “Provide steel sheaves.”

The requirement for the steel sheaves have been removed from section 2.3.2.5. Refer to amendment 0008: revised specification 41 22 13.15

501 N/A 41 22 13.15

2.3.8.b Bridge Cranes: Section 2.3.8.b states, “Wheel material is to be steel or ductile cast iron.”

The same paragraph then states, "Wheels are to be made of forged steel" & “Provide wheels of non-sparking material. The minimum tread hardness for bronze wheels is 225 BHN.” Please confirm if the wheels are to be steel or bronze.

Wheel material must be non-sparking. Refer to amendment 0008: revised specification 41 22 13.15

518 CD101 -

CD105

N/A N/A General Note 3 States: "Clear and grub within the demolition limits shown.

merchantable timber is classified as navy class I real property and must be legally disposed of in according to

Refer to Government Response to PPI #64 real estate disposal regulations. The contractor must dispose of timber during site clearing after reimbursing navy forestry account in the appraised amount of the timber".

Can Government provide an estimated appraised value for the Merchantable Timber to included in the Clear and Grub within the Demolition Limits?

If not can the government direct all offers to exclude this cost in order to ensure an equivalent pricing basis between bidders?

530 N/A 01 91 00.15

N/A Please refer to page 535 (Section 01 91 00 . 15) of the Specification, which notes that the Commissioning Provider (CxC) is to be hired by the Government while Pg. 543 (section 01 91 00. 15 20) of the specification states that the Commissioning Firm must be a 1st tier subcontractor of the General or Prime Contractor and must be financially and corporately independent of all other subcontractors. Please confirm, is the CxC to be provided by the government or the contractor?

Refer to Government Response to PPI #131

653 13 50 00 OWS - Safespill recommends either an aboveground or below ground OWS be paired with the discharge tank to (1) keep the containment tank level low which keeps the ILDFA system active and (2) reduce haul-off fees associated with emptying the discharge tank. (2a) Should there be an Oil Water Separator (OWS) downstream of the ILDFA containment tank? If yes, should it be aboveground or below ground? Aboveground OWS must be located within 10’ of

Bid per RFP. See CU103,105, CU118, and CU502 for OWS containment tank (see RFI 1 above). (2b) If OWS should be included please identify nearest sanitary line to discharge clean water from OWS. This should be near the proposed location of the containment tank (from RFI 1 above)

657 AE415 07 17 00 Drawing AE415 shows Geotextile waterproofing to be installed under the slab in room F14. Please confirm that this material is to be the bentonite waterproofing referenced in specification section 07 17 00. If not, please confirm where the Bentonite waterproofing is located on the drawings.

Confirmed

(End of Summary of Changes)