W9128A-18-B-0002_Am-0012.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

FY16 MCAF KNMD043004 F-22 Fighter Alert Facility, Joint Base Pearl Harbor Hickam (JBPHH), Oahu, Haw aii

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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 W9128A18B0002

X 9B. DATED (SEE ITEM 11)

01-Feb-2018

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 X is extended, 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 1 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.

Am-0012

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

6. ISSUED BY

3. EFFECTIVE DATE

03-Aug-2018

CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9128A18B0002 Am-0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0012)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages/paragraphs to the solicitation. Changes are marked in

“*” asterisks or indicated in bold.

Standard Form 1442 – Page 1 Section 00 10 00 – Pages 1, 2, 5, 7, 8 Section 00 21 13 – Pages 6, 7 Section 00 72 00 – Pages 21 through 25

b. DELETED SECTIONS. The following sections are deleted in its entirety.

Section 00 72 00, Attachment A

c. NEW SECTIONS. The following are new pages to the solicitation.

Section 00 72 00, Attachment A

d. NEW PAGES. The following are new pages to the solicitation.

Section 00 60 00, Appendix A – Requests for Information (#257 through 315)

2. The bid opening date and time is EXTENDED (see SF1442, Page 1, Block 13A).

FY16 MCAF KNMD043004, F-22 Fighter Alert Facility, Joint Base Pearl Harbor-Hickam (JBPHH), Oahu, Hawaii

X

COLIN K WAKI 808-835-4393

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

01-Feb-2018

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______7 calendar days and complete it within ________721 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

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

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

X YES NO

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 ___________ local time ______________ 15 Aug 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

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 X 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 _______ 180 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

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

4. CONTRACT NO.

7. ISSUED BY CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX: TEL: TEL: FAX:

W9128A18B0002 90

(Am-0012)

W9128A-18-B-0002

Section 00 10 00 – Page 1

SECTION 00 10 00

BID SCHEDULE

FY16 MCAF KNMD043004, F-22 Fighter Alert Facility, Joint Base Pearl Harbor-Hickam (JBPHH), Oahu, Hawaii

CLIN DESCRIPTION QUANTITY UNIT AMOUNT

BASE SCHEDULE

0001 F-22 Fighter Alert Facility 1 JOB $_____________

OPTIONS

0002 OPTION 1: Install Hangar Doors and Fire 1 JOB $_____________ Protection Systems

0003 OPTION 2: Install Windows, Frames 1 JOB $_____________ and Fixtures

0004 OPTION 3: Electronic Security System (ESS) 1 JOB $_____________

0005 OPTION 4: Alert Facility Generator 1 JOB $_____________

0006 OPTION 5: Parking Lot 1 JOB $_____________

0007 OPTION 6: Sentry Aloha Open Storage 1 JOB $_____________

0008 OPTION 7: Telecom Ductline from New Alert 1 JOB $_____________ Facility to Existing HH174E, Telecom Cables from New Alert Facility to Bldg. 4069

0009 OPTION 8: Telecom Ductline from Existing 1 JOB $_____________ HH174E to Bldg. 4069

TOTAL PRICE FOR BASE SCHEDULE AND ALL OPTIONS $_____________

THE FOLLOWING WILL BE COMPLETED BY THE CONTRACTING OFFICER UPON

CONTRACT AWARD:

TOTAL AWARD AMOUNT (BASE SCHEDULE PLUS OPTION(S) _________) $ _____________

Section 00 10 00 – Page 2

BIDDER ELECTS TO WAIVE THE PRICE EVALUATION PREFERENCE FOR HUBZone

SMALL BUSINESS CONCERNS: ( ) NO ( ) YES

______ Bid DOES include Facilities Capital Cost of Money

______ Bid DOES NOT include Facilities Capital Cost of Money

NOTES TO BID SCHEDULE:

1. This procurement is UNRESTRICTED.

2. Bidders must bid on each CLIN item and the TOTAL PRICE. Failure to provide a price on each item in the Bid Schedule may cause the bid to be rejected as non-responsive.

3. Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate the total price for the Base Schedule together with any option(s) exercised at the time of award, in accordance with FAR clause 52.217-4 [“Evaluation of Options Exercised at Time of Contract Award”]

The Government's priorities in the awarding of options (in descending order) are as follows:

CLIN 0005 – OPTION 4: Alert Facility Generator CLIN 0006 – OPTION 5: Parking Lot CLIN 0007 – OPTION 6: Sentry Aloha Open Storage CLIN 0008 – OPTION 7: Telecom Ductline from New Alert Facility to Existing

HH174E, Telecom Cables from New Alert Facility to Bldg. 4069 CLIN 0009 – OPTION 8: Telecom Ductline from Existing HH174E to Building 4069 CLIN 0002 – OPTION 1: Install Hangar Doors and Fire Protection Systems CLIN 0003 – OPTION 2: Install Windows, Frames and Fixtures CLIN 0004 – OPTION 3: Electronic Security System (ESS)

The basis for award will be the Government’s determination of the responsive and responsible bidder with the “lowest price” (as defined hereafter) based on funds available at the time of award. The “lowest price” for purposes of making award will be the lowest total of the Base Schedule plus the most options that can be exercised within available funds at the time of award in accordance with the option priorities as listed above. The Government does not intend to skip any options in the above priority list in making an award: i.e., no other options will be exercised before Option 4; and Option 4 will not be exercised unless there are available funds at the time of award to cover both the Base Schedule and Option 4; Option 5 will not be awarded and exercised unless there are available funds to cover the Base Schedule, Option 4 and Option 5; and so on.

Section 00 10 00 – Page 5

12. Requests for Information (RFIs) must be submitted no later than August 2, 2018, 2:00 PM Hawaii Standard Time. The Government Points of Contact for RFIs are as follows:

Mr. Colin Waki Telephone Number: (808) 835-4393 E-mail Address: colin.k.waki@usace.army.mil

Mr. Kent A. Tamai Telephone Number: (808) 835-4377 E-mail Address: kent.a.tamai@usace.army.mil

13. SITE VISIT INFORMATION: Cameras, including cell phones, will not be allowed during the site visit.

14. Pending Issues: NONE

15. In the event there is a discrepancy, conflict or overlap in any warranty period provided for in the IFB or contract, the longer warranty period as between the contractor's warranty and any manufacturer's warranty shall apply.

(Am-0012)

Section 00 10 00 – Page 7 complete the work. Crew Quarter construction will consist of a new pump room and installation of pump, piping, controls and connections to the Alert Shelter fire suppression system, demolition and disposal, site work and utilities, debris removal and disposal, ground clearing, testing, cleanup, and all incidental items necessary to complete the work.

CLIN 0003 – OPTION 2: Install Windows, Frames and Fixtures

CLIN 0003 will be paid for at the contract price, complete in place and ready for use including the construction of new high pressure rated windows and frames on the south side of the building of the crew quarters, demolition and disposal, site work and utilities, debris removal and disposal, cleanup, and all incidental items necessary to complete the work.

CLIN 0004 – OPTION 3: Electronic Security System (ESS)

CLIN 0004 will be paid for at the contract price, complete in place and ready for use including but not limited to: submittals for review and approval, purchasing and installing the electronic security system as identified in Section 28 10 05, subparagraph 2.1, System Description, the related ESS acceptance testing as identified in Section 28 08 10, Electronic Security System Acceptance Testing, disposal, clean up, and all incidental items necessary to make the security system operable and functional for the intended purposes and existing installation security system.

CLIN 0005 – OPTION 4: ALERT FACILITY GENERATOR

CLIN 0005 will be paid for at the contract price, complete in place and ready for use including but not limited to the construction of new 600 kW generator with fuel tank, remote fill station, fuel piping, valves, power and conduit from generator to remote fuel station, disposal, and all incidental items necessary to complete the work.

CLIN 0006 – OPTION 5: PARKING LOT

CLIN 0006 will be paid for at the contract price, complete in place and ready for use including but not limited to: utilities, partial demolition, resurfacing and reconstruction of parking lot, drive aisle connection to existing parking lot, and signing and striping.

CLIN 0007 – OPTION 6: SENTRY ALOHA OPEN STORAGE

CLIN 0007 will be paid for at the contract price, complete in place and ready for use including but not limited to: chain link fencing and gate (swing and sliding), coordination with user for final layout with existing fabric structure to remain.

CLIN 0008 – OPTION 7: TELECOM DUCTLINE FROM NEW ALERT FACILITY TO EXISTING

HH174E, TELECOME CABLES FROM NEW ALERT FACILITY TO BLDG. 4069

CLIN 0008 will be paid for at the contract price, complete in place ready for use including but not limited to: The construction of new underground telecom ductline with 24 str SM fiber optic cable and 50 pair copper cable from THH-3 to existing HH174E thru new ductlines and from existing HH174E to Building 4069 via existing ductline. Work also includes reinforcement of concrete encased ductline at taxiway and apron areas and horizontal directional drilling at water crossings where indicated in the contract drawings. Work also

Section 00 10 00 – Page 8 includes all labor, equipment, and materials to construct new ductline to minimize disruptions to airfield operations in accordance with HAFB requirements.

CLIN 0009 – OPTION 8: TELECOM DUCTLINE FROM EXISTING HH174E TO BLDG 4069

CLIN 0009 will be paid for at the contract price, complete in place ready for use including but not limited to: The construction of new underground telecom ductline from existing HH174E to Building 4069 with 24 str SM fiber optic cable and 50 pair copper cable from Option 7 thru the new ductline. Work also includes reinforcement of concrete encased ductline at taxiway and apron areas and horizontal directional drilling at water crossings where indicated in the contract drawings. Work also includes all labor, equipment, and materials to construct new ductline to minimize disruptions to airfield operations in accordance with HAFB requirements. *

Section 00 21 13 – Page 6

(2) The offeror should be prepared to provide the following information:

(i) Company legal business name.

(ii) Tradestyle, doing business, or other name by which your entity is commonly recognized.

(iii) Company physical street address, city, state and Zip Code.

(iv) Company mailing address, city, state and Zip Code (if separate from physical).

(v) Company telephone number.

(vi) Date the company was started.

(vii) Number of employees at your location.

(viii) Chief executive officer/key manager.

(ix) Line of business (industry).

(x) Company Headquarters name and address (reporting relationship within your entity).

(d) If the Offeror does not become registered in the SAM database in the time prescribed by the Contracting Officer, the Contracting Officer will proceed to award to the next otherwise successful registered Offeror.

(e) Processing time, which normally takes 48 hours, should be taken into consideration when registering. Offerors who are not registered should consider applying for registration immediately upon receipt of this solicitation.

(f) Offerors may obtain information on registration at https://www.acquisition.gov.

(End of Provision)

252.204-7008 COMPLIANCE WITH SAFEGUARDING COVERED DEFENSE INFORMATION CONTROLS

(OCT 2016)

(a) Definitions. As used in this provision--

Controlled technical information, covered contractor information system, covered defense information, cyber incident, information system, and technical information are defined in clause 252.204-7012, Safeguarding Covered Defense Information and Cyber Incident Reporting.

(b) The security requirements required by contract clause 252.204-7012 shall be implemented for all covered defense information on all covered contractor information systems that support the performance of this contract.

(c) For covered contractor information systems that are not part of an information technology service or system operated on behalf of the Government (see 252.204-7012(b)(2))--

(1) By submission of this offer, the Offeror represents that it will implement the security requirements specified by National Institute of Standards and Technology (NIST) Special Publication (SP) 800-171, ``Protecting Controlled Unclassified Information in Nonfederal Information Systems and Organizations'' (see http://dx.doi.org/10.6028/NIST.SP.800-171) that are in effect at the time the solicitation is issued or as authorized by the contracting officer not later than December 31, 2017.

Section 00 21 13 – Page 7

(2)(i) If the Offeror proposes to vary from any of the security requirements specified by NIST SP 800-171 that are in effect at the time the solicitation is issued or as authorized by the Contracting Officer, the Offeror shall submit to the Contracting Officer, for consideration by the DoD Chief Information Officer (CIO), a written explanation of—

(A) Why a particular security requirement is not applicable; or

(B) How an alternative but equally effective, security measure is used to compensate for the inability to satisfy a particular requirement and achieve equivalent protection.

(ii) An authorized representative of the DoD CIO will adjudicate offeror requests to vary from NIST SP 800-171 requirements in writing prior to contract award. Any accepted variance from NIST SP 800-171 shall be incorporated into the resulting contract.

(End of provision)

252.222-7007 REPRESENTATION REGARDING COMBATING TRAFFICKING IN PERSONS (JAN 2015)

By submission of its offer, the Offeror represents that it--

(a) Will not engage in any trafficking in persons or related activities, including but not limited to the use of forced labor, in the performance of this contract;

(b) Has hiring and subcontracting policies to protect the rights of its employees and the rights of subcontractor employees and will comply with those policies in the performance of this contract; and

(c) Has notified its employees and subcontractors of--

(1) The responsibility to report trafficking in persons violations by the Contractor, Contractor employees, or subcontractor employees, at any tier; and

(2) Employee protection under 10 U.S.C. 2409, as implemented in DFARS subpart 203.9, from reprisal for whistleblowing on trafficking in persons violations.

(End of provision)

FY16 MCAF RNMD043004, F‐22 Fighter Alert Facility Joint Base Pearl Harbor Hickam (JBPHH), Oahu, Hawaii

RFI # References Question Government Response 257 HEF detection and control system Foam beacon quantity and locations indicated on drawings FA131 and FA132 do not comply with UFC 4-211-01 or Specification Section 21 13 20.00, 2.7.10. Please confirm quantities indicated should be used for bid or provide revised quantity and locations.

Please see revised Drawings FA131 and FA132 per Am-0007, and FA631 per Am-0011.

258 Section 03 30 00.00.10 Specification Section 03 30 00.00.10 “Cast in Place Concrete” classifies the aggregate for cast in place as 5S, for sever weather region. As this project is in Hawaii, this classification does not seem to apply. Will the designers reclassify the requirement of the concrete aggregates as “Negligible Weather” (1N or 2N) as indicated by the definitions in ASTM C33?

Please see revised Section 03 30 00.00 10, Paragraph 2.3.2, per Am-0010.

259 Specification section 13 34 19, par 1.10.1

Specification section 13 34 19, par 1.10.1 pages 13 & 14, please confirm our understanding regarding the no-dollar limit warranty is applied. In efforts to solicit your quote, reasonable accommodation regarding to transferal of risk in the area of “Zero-dollar limit” warranty can be explored.

The Contractor shall comply with all warranty requirements in the IFB and contract.

260 Drawing S-503 Please provide the design load capacity of the micropiles Please see revised Section 31 63 33, Paragraphs 3.5.2 and 3.5.3, per Am-0010.

261 Plans do not indicate an allowable compression load value for each micropile. However, the plans call for testing of the sacrificial pile to “160 kips” and proof testing of production piles to “120 kips.” The specification Section 3.5.2 and 3.5.3 indicate an allowable load of 10 kips per micropile. This is a significant difference. Please confirm the required micropile load capacity.

Please see revised Section 31 63 33, Paragraphs 3.5.2 and 3.5.3, per Am-0010.

262 Plan sheet S503, Note 12. Allows for alternative micropile types and sized. Mort Drilling Services will be providing pricing based on the design contained within the drawings AND will be providing a separate V.E. proposal for an alternative system that meets or exceeds the project requirements. The saving of this V.E. system is heavily dependent on the required load capacity of the micropile.

Please see revised Section 31 63 33, Paragraphs 3.5.2 and

3.5.3 per Am-0010.

263 Is this particular project ("FY16 MCAF RNMD043004, F-22 Fighter Alert Facility, Joint Base Pearl Harbor-Hickam (JBPHH), Oahu, Hawaii") expected to require storage or handling of Covered Defense Information?

No

Section 00 60 00, Appendix A (Am‐0012)

264 The drawings and specifications that accompany the solicitation are not marked for restricted distribution, but they are also not marked specifically to allow public release. These materials contain a substantial amount of detail including things like the designs and specifications for fire suppression systems, hush house construction, and other areas where US intellectual property, know-how, design, innovation and best practices may provide advantages to our warfighters.

1. Even though it's unclassified, could this be considered sensitive information that the US would rather not make easily available to adversaries.

2. Are these drawings and specifications not considered sensitive?

1. No

2. Yes

265 How does the Corps determine whether such drawings and specs or other project-related data should be subject to distribution restrictions and/or identified as CDI?

The Government follows the Federal Acquisition Regulation (FAR) and its Supplements.

266 If the pre-construction drawings (distributed in the solicitation package) are not sensitive, would final "as-built" drawings and specs also be considered freely distributable and publicly releaseable with no restrictions?

"As-Built" drawings are to be submitted to the Government only.

The Contractor may not distribute the drawings to any other entities.

267 Sheets S551 & S552- Existing Hush House Fndn Plans

There are numerous references to embedments throughout the drawings, and they are numbered, such as EMB 10, EMB 11, etc., such as shown on Det 3/S2 shown on Page S551. Are these same embedments to be used on the new foundation? If so, can we have a drawing of these embedments?

Please see new Drawings S559 and S560, per Am-0011.

268 Drawings TS-105 and

TS-501

Depending on the locating equipment used, we need to get directly over the drilling bit to confirm our locations. At what times will we have full access to the taxiway surface? Access to the areas adjacent to the taxiway?

Please see revised Section 33 05 23.13, Paragraph 3.1.5, per Am-0008. Check Tru tracker

269 Drawings TS-105 and

TS-501

Regardless of the HDD method employed, the drilling and locating crews will be in close proximity to the taxiway when working. What are the allowed working hours? Is night drilling allowed.

Please see revised Section 01 90 00, Paragraph 1.15.1, per Am- 0010.

270 Drawings TS-105 and

TS-501

Is there an estimated time we be standing by with the equipment while airfield operations prevent us from access to the taxiway or the drill rig?

Please see revised Section 01 90 00, Paragraph 1.15.1, and revised Sheets TS104 and TS105, per Am-0010.

271 Are we to bid the supply all of the embeds shown on drawings S551 and S552, Existing Hush House Foundation drawings? If so, please supply detailed drawings.

Please see new Drawings S559 and S560, per Am-0011

272 Amendment 0003, Section S-36.12

Written in Amendment 003, Section S-36.12 PROJECT SIGN states that " two (2) project signs shall be fabricated and erected...within 15 days after the date of notice to proceed."

However, the Government notified all bidders that there are still ongoing issues that prohibit the contractor from entering the construction site for ninety (90) days after the date of notice to proceed. Please confirm if access will be provided to erect these signs, or if the signs may be installed (90) days after the

NTP.

The Pending Issue has been resolved, per Am-0011.

273 Drawing TS-501 and Specification Section 33 71 02 Paragraph 3.6.4

Drawing TS-501 Detail C shows the casing for horizontally drilled conduit shown on drawing TS-104 and TS-105 is to be corrosion resistant. Specification Section 33 71 02 Paragraph

3.6.4 states the casing must be must be zinc-coated, rigid steel.

Given the nature of the soil, the zinc coating could become scratched and not effective and no cathodic protection with anodes or cathodes are shown on the plans, nor specifications.

Would multiple layers of epoxy coating be an accepted alternative to the specified zinc galvanized coating?

Please see revised Section 33 71 01, per Am-0008. Paragraph

3.6.4 is deleted.

274 Drawings S-152 and S-

Detail A1 on drawing S-152 has a note that calls for the retaining wall. Detail C on drawing S-552 shows detail of the retaining wall; however, It appears there is no reinforcing for this retaining wall. Please confirm that reinforcing is not required for the retaining wall.

Please see revised Drawing S553 per Am-0007 and revised Drawing S152 per Am-0011. Reinforcement is required.

275 Sheet C112 indicates the location of a potential concrete batch plant. Plan note callouts on the same sheet indicate the water service, cement silo, water silo, fuel/generator, mixer, hopper, office trailer & parking, double swing gate, and other items as potential as well. This language is misleading and does not clearly indicate if the concrete batch plant is a necessary requirement of the project. Local subcontractor forces have indicated that there is available concrete supply adjacent to the base/airport. We have also received information that the permitting process for such an item can be associated with a significant lead time, which could impact the project schedule.

Please confirm if the concrete batch plant is a requirement of this project.

The Government is not mandating an on-site batch plant.

276 Airfield Paving Equipment: Please clarify if Bidwell / Bridge deck paving equipment or roller screed along with fixed form are allowed for the entire project instead of slip form paving equipment to significantly reduce the cost of this project.

Please see Section 32 13 11, Paragraphs 3.5.1 and 3.5.5, per the original solicitation.

277 Sheet C164 indicates to “Repair all cracks with hot pour asphalt based sealant meeting ASTM D6690, TYP.” Are all the cracks indicated on the drawing. If not, can the architect provide a quantity for bid?

Please see revised Drawing C164, per Am-0010.

278 C-112 Sheet C-112 shows the potential concrete batch plant location on site. Is it required to batch the concrete on site or is it the contractor’s option to batch on site or off site?

The Government is not mandating an on-site batch plant.

279 Plan Sheet EP602, EP703

The One-Line Diagram on Sheet EP602 Shows Panelboards “2SAP2” & “2SAP3” as 150A & Being Fed from Panelboard “2SAP1” with 4#1/0 Conductors. The Panel Schedule on Sheet EP703 Shows Panelboards “2SAP2” & “2SAP3” as 100A & Being Fed from Panelboard “2SAP1” with 4#2 Conductors.

Please Clarify Amperage and Feeder Conductors.

Please see revised Drawing EP703, per Am-0011.

280 Drawing S001, Special Inspections Note #C indicates that Contracting officer will retain special inspectors;

a. Please confirm that per this note, the Contractor is not required to directly engage third party special inspectors.

b. Please confirm that the Government will be responsible for paying the special inspector’s cost.

c. Please confirm that the Contractor is still required to hire Special Inspector of Record (SIOR) per specification section 014535, 1.3.6.

Please see revised Drawing S001, per Am-0007. The Contractor shall hire special inspector in accordance with Section 01 45 35 of the original solicitation.

281 • Specification §316333-1.3.1 stipulates the qualification requirements for the Micro-pile Contractor's Engineer.

• Specification §316333-3.4.1 stipulates the requirements relative to the engagement of a "micro-pile specialist" to observe the work, provide testing services, and prepare reports.

• Micro-pile Note 7E on Sheet S503 stipulates that the load testing is to be performaned "under the observation of a geotechnical engineer."

Could you clarify/confirm it is intended that the above referenced "Micro-pile Contractor's Engineer, micro-pile specialist, and geotechnical engineer" can be or shall be one and the same individual or entity?

Please see revised Section 31 63 33, Paragraph 1.4.1, per Am- 0010. The individuals may be the same person provided they meet the specification requirements for all positions.

282 Regarding lead contamination at the Sentry Aloha Building. Do you have a site specific plan we can follow for this?

The Contractor shall bid the project as shown in the Plans and Specifications. Please see Specification Attachments in the original solicitation.

283 Regarding petroleum impacted soil west of Kumumauu Canal.

Do you have a site specific plan we can follow for this?

The Contractor shall bid the project as shown in the Plans and Specifications. Please see Specification Attachments in the original solicitation.

284 We went over the project specs and plans and did not find any Covered Defense Information (CDI) requirement. Please confirm.

Please see Am-0012. All clauses relating to CDI have been deleted.

285 In reviewing the updated drawings from the most recent amendment (005), we noticed on sheet ES-114, Note 5 states “Provide Photo Cell Controlled Lighting Contactor with Manual Switch override above pull box. Locate Photo Cell on the rear side of the ECP Building.” The same sheet indicates that power for the floodlights is to be tied to Panel L in the Crew Quarters Facility. Is it possible to locate both the power and lighting controls to one building as opposed to splitting them between two?

Please see revised Drawings ES114, ES503, ES601, EL110, EP601 and EP702, per Am-0010.

286 Plan Sheet TS112, T120

Sheet TS112 Shows a 24-strand Fiber & a 50 Pair copper cables coming in to the site. Sheet T120, note #14 states that a 12-strand fiber optic cable & 1 cat 6 cable are to be brought in from HH-3. Please clarify whether the intention is to route the 24-strand Fiber & 50 pair copper cables to the Crew Quarters CQ204 or to route the cables to HH-3 only?

Please see revised Drawing TS112, per Am-0010.

287 Plan Sheet T-506, T-

Plan Sheet T-506, Amendment 0005 added the CCTV cables to the Telecom cable schedule. Plan Sheet T-601, CCTV System Notes, note #1 States “Furnish & Install Empty Raceway & Outlet System (Devices, Backboxes, Conduit with Pull String) for Interior & Exterior CCTV System by Government” Please confirm whether the CCTV cable should be provided with the Raceway under the Base Bid, or if it should be provided under Option 3 with the security system, or if it is “by Government”

Please see revised Sheet T-506 per Am-0011.

288 Plan Sheet TY102, TY901

Plan Sheet TY102 Indicates both type 5A & type 2A handholes.

Plan Sheet TY901 does not list type 2A in the Handhole Schedule.

Please Clarify.

Please see revised Drawing TY102, per Am-0010.

289 Plan Sheet ES114, ES504

Plan Sheet ES114, Am0005 Indicated the addition of (8) new “EHH” but does not indicate type or size.

Please confirm that these should be in accordance with detail A1, Sheet ES504?

Please see revised Drawing ES114, per Am-0010.

290 Spec Section 32 31 13.53, Chain Link Fence/Gates calls for PVC coated material. Does this apply to all fence/gate requirements? PVC Standard colors are black & green. Will one of these colors be acceptable?

Please see revised Section 32 31 13.53, Paragraph 2.1.1, per Am-0010. Fencing is no longer PVC coated, but zinc coated metal.

291 On sheet CD102, lower left hand corner of the drawing, there is a note that says Temporary security fence w/dust screen continuous to Sentry Aloha Storage Barrier, Sht C110. It would appear there is a length of fence that is not shown. Do you know what that distance/length is?

Please see revised scaled Drawings CD102, C110, A102.

A102a, per Am-0007, which depict the required locations for fencing.

292 1. We assume the Telecom lines as shown on sheets TS104 & TS105 are part of Phase 2 of the project. Is this correct?

2. On Sheet TS104, the telecom cable is shown being run across a large section of hardstand. Will there be any limitations on long the trench can be open? Will we need to install steel sheets across the trench to allow aircraft traffic?

3. Will this trench installation require a separate QCM and SSHO, or can the Alert Facility staff cover this?

1. Please see revised Drawings GI005, TS104 and TS105, per Am-0011

2. Please see revised Drawings TS104, Note 11 and TS105, Note 10, per Am-0011

3. The project site contains multiple work areas. The Contractor is responsible to ensure the project is properly staffed to successfully complete the work in accordance with the safety requirements. If it is subsequently determined by the Contracting Officer that the minimum contract requirements are not being met, the Contractor may be required to provide additional staff personnel to the CQC organization at no cost to the Government. The Alert Facility staff will not cover this requirement.

293 Sheet TS113, Note #2 “IDS System Equipment & Cables are GFGI” If this system is required, please confirm Equipment & Cables are GFGI.

Please see revised Drawing TS113, Note 2, per Am-0010.

294 Drawing ES118 Detail A1 shows the hush house grounding system. This detail is not to scale. Can this detail be drawn to scale? If so, please provide an updated drawing.

Please see revised Drawing ES118, per Am-0010.

295 ES102 Amendment 5 set does show the exact location of the 60 KW generator. Can the location please be notated on the plan?

Please see revised Drawing ES102, per Am-0010.

296 On drawing TY120, there is a sheet Note 10 for an Unclassified Junction Box. However, there is not one found on the drawing.

The same note is on drawing T-120 as well as the location. Is this a drafting error? Please confirm and correct the drawing. If not, can the location of the junction box be notated on the drawing.

Please see revised Drawing TY120, per Am-0010. Note 10 not used.

297 Drawing TY102 Amendment 5 set shows microwave detectors.

Drawing TY502 shows 2 details for Microwave Detector and Poles. Can the detail referenced to be used be notated on TY102. The details shown on TY502 (B1 and B2) state an Option A and Option B. Can the design intent be clarified? Are these details meant to suggest the contractor has a choice of installation method?

Please see revised Drawings TY102 and TY502 per Amendment 11.

298 Detail A3 is shown in TY502. However, this detail is not referenced on TY102. Can the locations for this detail referenced be notated on the drawings?

Please see revised Drawing TY102, per Am-0011

299 On TY130 General note #2, it is stated to use 1.5”C unless otherwise noted for Sensors. However, a note on the conduit homerun leader says to use 2”C. Please clarify which is correct.

Please see revised Drawing TY130, per Am-0010

300 On TY130 General note #3, it is stated to use 2”C unless otherwise noted for Sensors. However, a note on the conduit homerun leader says to use 1.5”C. Please clarify which is correct.

Please see revised Drawing TY130, per Am-0010

301 S503 1. Please provide the dimensions and thickness of the bearing plate for the micropiles.

2. Please provide the amount of grout overrun for the micropiles that we should include in our base price.

1. Please see revised Drawing S503, Detail A1, per Am-0010.

2. The Bidder shall include an amount of grout overrun in its bid price based on the specifications (including attachments such as the Geotechnical Engineering Exploration report included in Am-0005) and drawings provided, and the Bidders chosen means and methods.

302 EP-132-EP134 When electrical conduits are installed under existing PCC paving, are we required to demolish and remove the PCC paving from joint to joint or only as wide as is necessary to install the conduit?

Please see revised Drawings EP132, EP133, and EP134, per Am-0010.

303 Drawings ES-115 and

ES-604

Drawings ES-115 and ES-604 now states that we are responsible for connection to a 3P600A circuit breaker supplied by others (not in this contract). Please provide a duration or estimated duration between acceptance of the foundations and availability of the circuit breaker to connect the underground service. Also,may we assume demolition can begin at the existing hush house location as soon as the building is moved under separate contract (by others). Please provide a duration or estimated duration between acceptance of the foundation and complete removal from the existing hush house location.

Does the Hush House relocation contractor have a schedule for the move and reinstallation that could be provided?

Please see revised Drawing GI005, Phase 1, Note 4, per Am- 0011.

304 Drawings EP132, EP- 133, EP-134, and

TY130

The existing slab in the Alert Shelter is shown not to removed in the interior of the building. On Drawings EP132, EP-133, EP- 134, and TY130, conduit are shown to be routed in the slab. To achieve this the contractor needs to sawcut the existing slab for trenches for the conduit routes as diagrammatically shown on the plan. This will cause several concrete patches to occur and once completed the slab of the Alert Shelter will not look uniform. Please clarify if this design intent. If it is, will be acceptable to route conduits overhead to keep sawcutting the existing slab to a minimum.

Please see revised Drawings EP132, EP133, EP134, and EP505, per Am-0010.

305 Can design of the PEMB use ordinary steel moment frames?

ASCE7 -10 Section 12.2.5.6.a clarifies that for Seismic Design Categories D and E ordinary steel moment frames are permitted up to a height of 65 feet where the roof dead load does not exceed 20 psf and the wall dead load more than 35 foot above the base does not exceed 20 psf. This is true for our case with a metal SSR and metal/fabric on the walls. Therefore we would like to take exception to the intermediate moment frame design called out on sheet S131. If Intermediate is required we cannot meet both the size limitations of an intermediate moment frame and the deflection requirements of the fabric door.

Please see revised Drawing S131, Design Criteria Note D.6, per Am-0010

306 1. Could you provide the length of the trench drain for this project?

2. And, will fabricated steel grates be able to replace cast iron grates?

3. Finally, do you have a total number of type G-4 inlet grates for the project. Any help would be appreciated.

1. Please see Drawings C132, C134, and C203, per the original solicitation.

2. Please see revised Drawing C542, Detail A2, per Am-0007.

3. Please see Drawings C132, C134, and C203, per the original solicitation; revised Drawing C520, Detail D4, per Am-0003; and revised Drawing C111a, per Am-0011.

307 On drawing S151 section cut D4/S553 are called out at multiple locations. Drawing S553 does not have a section cut D4. Please provide.

Drawing S152 detail A1 calls for section cut 4/S556, B/S556 and C/556. None of these section cuts are shown on drawing S556.

Please provide.

Please see revised Drawing S553 per Am-0007, and revised Drawing S152 per Am-0011.

308 Do all of the light fixtures need to fulfill the Buy American Act? Contractor must comply with all Buy American contract clauses contained in the solicitation.

309 Earthwork Spec. Sect. 31 00 00, sub sect. 3.9 Utilization Of Excavated Materials implies that “satisfactory” surplus material may be disposed of off-site, but only with specific written authorization. Otherwise, satisfactory material that is authorized to be wasted is indicated to be disposed of “in designated areas approved for surplus material storage or designated waste areas as directed.” There doesn’t appear to be any location on the plans for designated waste storage areas. Please confirm location of designated storage area on drawings.

Please see revised Section 31 00 00, Paragraphs 3.2, 3.4, and 3.9, per Am-0011.

310 Spec section 099000, 1.3.2 SSPC QP 1 Certification. Is it the intent to hire a 3rd party (SSPC) certified coating applicator? If this is not the criterion, we request that the QP 1 requirement be removed from the specification. Under the SSPC definition, this project does not qualify as a complex industrial or marine structure. Per the answer to RFI #199, this leaves the certification up to interpretation by the prime contractor. This is not an apples to apples bidding procedure and restricts the competition because painters are not sure if they qualify. If the intent is certification, we request that it be changed to QP 9.

Please see revised Section 09 90 00, per Am-0011. Paragraph

1.3.2 has been deleted. RFI #199 is superseded by this response.

311 Sections 32 12 11, 33 40 00 & 34 73 13

Specification Sections 32 12 11, 33 40 00 & 34 73 13. We would like to ask that the air entrainment requirements for these sections be waived for this project for the following reasons:

Air entrainment is primarily used for freeze-thaw protection (ACI 302.1R-96 “Guide for Concrete Floor and Slab Construction”, Section 5.6.1 Air-entraining admixtures), which is not an issue in Hawaii. The other positive side-effects of AE, water reduction and workability, are already achieved with less volatile methods including use of water reducer and optimized combined aggregate gradation.

The down side of air entrainment is:

· One more property to control.

· Controlling air entrainment in mixes containing fly ash (which is required on this project, section 2.4.A.1.a) is especially difficult due the traces of activated carbon in the fly ash absorbing the AE admixture.

· Potential loss of air entrainment and associated concrete workability from pumping, placing, vibrating and finishing concrete (PCA “Design and Control of Concrete Mixtures” Table 8.5).

· Air entrained concrete is more sticky and difficult to finish.

· Air Entrained concrete has a greater risk of surface defects including blisters and delamination. For these reason, air entrained concrete is not recommend by ACI for trowel finished floors (ACI 302.1R-96 section 5.6.1 and 11.7).

Please see revised Section 33 40 00, Paragraph 2.3.1, per Am- 0010. Section 32 13 11 and Section 34 73 13 shall not be waived.

312 Specification §316333 Drilled Micro-piles

• Micro-pile Note 1 on Sheet S503 stipulates that the micro-pile design calculations and drawings shall be “stamped and signed by a structural engineer licensed to practice in the state of Hawaii.”

• Micro-pile Note 2 stipulates “Micro-piles shall be cased micro-piles.”

• Micro-pile Note 6 mandates installation of casing concurrent with drilling, and grouting of the micro-pile using a tremie procedure.

• Micro-pile Note 10 stipulates “Micro-piles shall be installed per manufacturer’s specifications.”

• Micro-pile Note 11 stipulates “Hollow bar micro-piles and accessories shall be hot-dipped galvanized.”

• Micro-pile Note 12 stipulates “Alternate micro-pile types are acceptable….shall be approved by the Contracting Officer.

1. Could you confirm the requirements of Notes 2 and 6 shall take precedence over Note 12?

2. Case Micropiles and Hollow bar micropiles are very different system. For hollow bar micropiles you install your grout while you are drilling, and when following the manufacturer's recommendations there is no way to ensure grout loss or a true full micropile cross section.

The FHWA Cased method does not guard against this. Will Williams or Titan hollow bar micropiles be allowed?

3. If the requirements of Notes 2 and 6 do not apply, will §316333 be modified to provide specifications for “alternate” micro-pile types?

4. If §316333 will not be modified to address specifications for “alternate” micro-pile types, will the designer of the alternate micro-pile design be required to provide specifications or will the “design calculations and drawings” be considered sufficient for alternate micro-pile design?

5. Could you confirm that an alternate design employing “hollow bars” must stipulate that the bars and accessories be hot-dipped galvanized as per Note 12?

1. Please see revised Drawing S503, Detail A1, Note 12, per Am-0007.

2. Please see revised Drawing S503, Detail A1, Note 13, Am- 0007.

3. Please see revised Drawing S503, Detail A1, Note 12, per Am-0007.

4. Please see revised Drawing S503, Detail A1, Note 12, per Am-0007.

5. Please see revised Drawing S503, Detail A1, Note 13, Am- 0007.

Section 32 13 11 (4.0+/- 1.5%) Section 33 40 00 (5.0 – 7.0%) Section 34 73 13 (6.0%

MAX)

313 Hawaiian Cement successfully had air entrainment removed from numerous projects (ranging from private to federal). We would like to request that the air entrainment be waived for this project as well.

Although many projects have been completed using air entrained concrete, slump loss due to pump placement has made finishing difficult. The onsite addition of High Range Water Reducer (HRWR) would facilitate placing and finishing, but the onsite addition of HRWR would increase the air entrainment and push it outside of the accepted range. Air entrainment affects slump and slump affects air entrainment, so making these changes onsite after the travel time would be very difficult.

Air entrainment is primarily used for freeze-thaw protection (ACI 302.1R-96 “Guide for Concrete Floor and Slab Construction”, Section 5.6.1 Air-entraining admixtures), which is not an issue in Hawaii. The other positive side-effects of AE, water reduction and workability, are already achieved with less volatile methods including use of water reducer and optimized combined aggregate gradation.

The down side of air entrainment is:

· One more property to control.

· Controlling air entrainment in mixes containing fly ash (which is required on this project, section 2.4.A.1.a) is especially difficult due the traces of activated carbon in the fly ash absorbing the AE admixture.

· Potential loss of air entrainment and associated concrete workability from pumping, placing, vibrating and finishing concrete (PCA “Design and Control of Concrete Mixtures” Table 8.5).

· Air entrained concrete is more sticky and difficult to finish.

· Air Entrained concrete has a greater risk of surface defects including blisters and delamination. For these reason, air entrained concrete is not recommend by ACI for trowel finished floors (ACI 302.1R-96 section 5.6.1 and 11.7).

We recommend as an alternate to use non-air entrained concrete for this project. This concrete has the same specified W/C ratio for durability as the specified air entrained mix.

The advantage will be a more simple mix without the requirement to control air entrainment.

Workability and slump control will simply be a function of the water reducer currently used in the mix to produce an easy to pump, place and finish mix. Without the air entrainment admixture, the onsite addition of HRWR will have little or no effect on the typical entrapped air content of the mix.

Here are the suggested procedures for jobsite addition of HRWR:

· Verify initial slump when ready mix truck arrives at jobsite.

· Adjust slump with a maximum 2 gallons of water per cubic yard (within specified W/C ratio per ASTM C94).

· Add HRWR to increase slump as needed ( 0 – 14 oz/cwt).

· Rev truck drum at mixing speed for a minimum of 5 minutes (70 revolutions).

· Proceed to pour area and place concrete.

Will the design team (engineer and/or architect) waive the air entrainment requirement?

Please see revised Section 33 40 00, Paragraph 2.3.1, per Am- 0010. Section 32 13 11 and Section 34 73 13 shall not be waived.

314 Door 100 is blast resistant not bullet resistant per a-603.

However I see no answer to the bullet resistance level on the gun ports.

Section 08 34 02 bullet resistant components. Page 10, 2.4 bullet resistant gun ports. and see C1 on A-550

What level of bullet resistance is required per UL 752 ?

We would like to get pre approval as an equal of our gun ports for this project.

Please see Section 08 34 02, Paragraph 1.4, Am-0010.

The U.S. Army Corps of Engineers, Honolulu District does not pre-approve any manufacturers/products regarding the Unified Facilities Guide Specifications (UFGS). A request may be submitted through the Tri-Service Building Technology Vendor Portal/WBDG Whole Building Design Guide via the following website: https://www.wbdg.org/ffc/dod/tri-service-technology-vendor-portal.

315 Sheet TS113 is the infrastructure for the Fenceless IDS System. Is this System in addition to the infrastructure and systems shown on Sheet TY102?

Please see revised Drawing TS113, Am-0011. Site IDS design has been moved to TY102.

Section 00 72 00 – Page 21 date of contract award and the Under Secretary of Defense (Acquisition, Technology, and Logistics) memoranda on Fundamental Research, dated May 24, 2010, and on Contracted Fundamental Research, dated June 26, 2008 (available at DFARS PGI 204.4).

(b) Requests for approval under paragraph (a)(1) shall identify the specific information to be released, the medium to be used, and the purpose for the release.