Am2.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT J 1 6

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

Am-0002 05/28/20

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

NAVFAC Hawaii Construction Acquisition Division (OPHA2) 400 Marshall Road See Item 6 JBPHH, Hawaii 96860-3139

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

N62478-20-R-4042

X 9B. DATED (SEE ITEM 11)

22 Apr 20

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 Offers [ ] is extended, [x ] is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning ____ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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) NA

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

(x) 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: FAR CLAUSE 52.243-4, CHANGES

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.)

N62478-20-R-4042, FY20 P-033 Magazine Consolidation, Phase 1, West Loch, Joint Base Pearl Harbor- Hickam (JBPHH), Oahu, Hawaii

See page 2

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

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

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

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Am-0002 Standard Form 30 Item No. 14 (Continued) Page 2 of 6

1. CHANGES TO THE SOLICITATION. Attached hereto are new and revised pages to the solicitation. The revision mark “(Am-0002)” is shown on each page.

a. REVISED SECTIONS/PROVISIONS/CLAUSES/PAGES/PARAGRAPHS/ITEMS. The following are revised provisions/clauses/paragraphs/pages to the solicitation. Changes are indicated in bold print. Although the entire documents are being re-issued under Am-0002, only the following pages/paragraphs/items changed in the following documents.

Document 00900

Responses to Questions: A30 through A35

b. REVISED PARAGRAPHS/SECTIONS/PAGES TO THE TECHNICAL SPECIFICATIONS.

Following are revisions to the solicitation. Revised technical specification pages are not being issued with this amendment.

(1) SECTION PROJECT TABLE OF CONTENTS, DIVISION 26 – ELECTRICAL

Delete “26 12 21 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS”, and replace with “26 12 19.10 THREE-

PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS”

(2) SECTION 03 30 00 CAST-IN-PLACE CONCRETE, Paragraph 2.7 THERMAL CONCRETE

Revise as indicated by bold and underlined below:

“2.7 THERMAL CONCRETE

Thermal concrete is an engineered concrete mixture which also acts as an efficient heat conducting medium. Provide a thermal concrete with the following thermal and mechanical properties:

a. Properties and requirements as defined in Paragraph 2.5.1.

b. Consistency: Workable , without segregation, with slump of 6 nches minimum, 7 inches maximum.

c. Thermal Resistivity: Range of 45C-cm/W when moist to 70 C-cm/w when totally dry.

d. Red concrete dye for identification purposes.

2.7.1 Thermal Concrete Mix Design

The mix design shall contain a unique identification, and shall include the mix proportions per cubic yard, the proposed sources, admixtures, the average 28-day compressive strength (as per ASTM C873), thermal resistivity testing including thermal dry graphs (as per IEEE 442), and the water cement ratio. Test results for compressive strength and thermal resistivity included in the mix design submittal shall not be more than 60 days old. The contractor shall use a qualified consultant to develop the mix design and perform thermal resistivity testing.

The qualified consultant shall have a minimum of 2 years of experience in developing and testing concrete with specific thermal resistivity properties. Submit the Thermal Concrete Consultant Qualifications, which shall include a minimum of 3 projects within the last 2 years, with customer point of contact information, for which the consultant has developed and tested concrete with specific thermal resistivity properties.”

(3) SECTION 03 30 00 CAST-IN-PLACE CONCRETE, Paragraph 1.3 SUBMITTALS

Add to “SD-07 Certificates”:

“Thermal Concrete Consultant Qualifications; G”

(4) SECTION 05 12 00 STRUCTURAL STEEL, Paragraph 1.3 AISC QUALITY ASSURANCE

Item No. 14 (Continued) Page 3 of 6

Delete Paragraph 1.3 in its entirety.

(5) SECTION 08 13 73 SLIDING DOORS, Paragraph 1.2.2 Seal Performance

Delete Paragraph 1.2.2 in its entirety.

(6) SECTION 08 13 73 SLIDING DOORS, Paragraph 2.3.1 Power Operators

Replace Paragraph 2.3.1 in its entirety with the following:

“2.3.1 Power Operators

Provide electric type operator per Type D Box Magazine requirements. Provide readily adjustable limit switches to automatically stop the door in its full open or closed position. All operation devices shall be suitablefor the Class, Division, and Group shown and as defined in NFPA 70.”

(7) SECTION 08 13 73 SLIDING METAL DOORS, Paragraph 2.3.2.1 Motors

“Drive motors shall conform to NEMA MG 1, have high-starting torque, reversible type, and with sufficient power and torque output to move the door in either direction from any position at the required speed without exceeding the rated capacity. Provide motors suitable for operation on 208 volts, 60 hertz, single phase, and suitable for across-the-line starting. Design motors to operate at full capacity over a supply voltage variation of plus or minus 10 percent of the motor voltage rating.”

(8) SECTION 26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS, Paragraph 1.2

RELATED REQUIREMENTS

Delete “Section 26 12 21 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS”, and replace with “Section 26

12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS”

(9) SECTION 26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS, Paragraph 1.4

ELECTRICAL CHARACTERISTICS

“Electrical characteristics for this project shall be 11.5 kV primary, three phase, three wire, 60 Hz, and 208Y/120 volts secondary, three phase, four wire. Final connections to the power distribution system shall be made by the Contractor as directed by the Contracting Officer.”

(10) SECTION 26 08 00 APPARATUS INSPECTION AND TESTING, Paragraph 3.1

ACCEPTANCE TESTS AND INSPECTIONS

Delete “a. 26 12 21 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS”, and replace with “a. 26 12 19.10

THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS”

(11) SECTION 26 13 00 HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED

SWITCHGEAR, Paragraph 2.1.5 Dead-Front High-Voltage Bushings

Add the subparagraph as indicated by bold and underlined below:

“IEEE 386. 15 kV, 95 kV BIL. Provide 600 ampere one-piece deadbreak apparatus bushings for each switched way.

a. Parking Stands: Provide a parking stand near each dead-front bushing.”

Item No. 14 (Continued) Page 4 of 6

(12) SECTION 26 20 00 INTERIOR DISTRIBUTION SYSTEM, Paragraph 2.18 SURGE

PROTECTIVE DEVICES

“Provide parallel type surge protective devices (SPD) which comply with UL 1449 at the main distribution panel and magazine entrance panelboards. Provide surge protectors in a NEMA 1 or NEMA 4X stainless steel enclosure as indicated in the drawings per NEMA ICS 6. Use Type 1 or Type 2 SPD and connect on the load side of a dedicated circuit breaker. Provide integral SPD at disconnect switches as indicated.

Provide the following modes of protection:

FOR SINGLE PHASE AND THREE PHASE WYE CONNECTED SYSTEMS-

Phase to phase ( L-L ) Each phase to neutral ( L-N ) Neutral to ground ( N-G ) Phase to ground ( L-G )

SPDs at the main distribution panel and magazine entrance: provide with a minimum surge current rating of 80,000 amperes for L-L mode minimum and 40,000 amperes for other modes (L-N, L-G, and N-G). SPDs shall have a minimum short circuit current rating equivalent to the panelboard it is being installed at.

Provide SPDs per NFPA 780 for the lightning protection system.

Maximum L-N, L-G, and N-G Voltage Protection Rating:

600V for 208Y/120V, three phase system

Maximum L-L Voltage Protection Rating:

1,200V for 208Y/120V, three phase system

The minimum MCOV (Maximum Continuous Operating Voltage) rating for L-N and L-G modes of operation: 120% of nominal voltage for 240 volts and below; 115% of nominal voltage above 240 volts to 480 volts.”

(13) SECTION 26 27 14.00 20 ELECTRICITY METERING, Paragraph 2.1.2 Current Transformer Requirements

“g. Provide one single-ratio current transformer for each phase per power transformer with characteristics listed in the following table.

Single-Ratio Current Transformer Characteristics kVA Sec. Volt CT Ratio RF Meter Acc. Class

112.5 208Y/120 300/5 2.0 0.3 thru B-0.2

(14) SECTION 26 27 14.00 20 ELECTRICITY METERING, Paragraph 2.1.3 Meter Requirements

“e. Meter shall be Class 20, Form 9S, transformer rated design, and Class 200 meters for direct current reading without current transformers as indicated in the drawings.”

(15) SECTION 26 27 14.00 20 ELECTRICITY METERING, Paragraph 2.1.4 Disconnect Method

Item No. 14 (Continued) Page 5 of 6

Replace Paragraph 2.1.4 in its entirety with the following:

“a. Provide a 10-pole safety disconnect complete with isolation devices for the voltage and current transformer inputs, including a shorting means for the current transformers.”

(16) SECTION 31 23 00.00 20 EXCAVATION AND FILL, Paragraph 2.10 THERMAL

CONTROLLED LOW-STRENGTH MATERIAL (CLSM)

“2.10 THERMAL CONTROLLED LOW-STRENGH MATERIAL (CLSM)

Thermal CLSM is a self-consolidating, cementing material used primarily as a backfill as an alternative to compacted fill and also acts as an efficient heat conducting medium. Thermal CLSM requirements include:

a. All requirements for CLSM in Paragraph 2.3.

b. Thermal resistivity: Range of 45 C-cm/W when moist to 110 C-cm/W when totally dry.

c. Red concrete dye for identification purposes.

2.10.1 Thermal CLSM Mix Design

The mix design shall contain a unique identification, and shall include the mix proportions per cubic yard, the proposed sources, admixtures, the average 28-day compressive strength (as per ASTM C873), thermal resistivity testing including thermal dry graphs (as per IEEE 442), and the water cement ratio. Test results for compressive strength and thermal resistivity included in the mix design submittal shall not be more than 60 days old. The contractor shall use a qualified consultant to develop the mix design and perform thermal resistivity testing.

The qualified consultant shall have a minimum of 2 years of experience in developing and testing concrete with specific thermal resistivity properties. Submit the Thermal CLSM Consultant Qualifications, which shall include a minimum of 3 projects within the last 2 years, with customer point of contact information, for which the consultant has developed and tested concrete with specific thermal resistivity properties.”

(17) SECTION 31 23 00.00 20 EXCAVATION AND FILL, Paragraph 1.3 SUBMITTALS

Add after “Probing And Grouting Logs; G”:

“SD-07 Certificates

Thermal CLSM Consultant Qualifications; G”

c. DELETED PARAGRAPHS/SECTIONS/PAGES TO THE TECHNICAL SPECIFICATIONS. The following items are deleted from the solicitation.

01 33 00 SUBMITTAL REGISTER

Section 26 12 21 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

d. NEW PAGES TO THE TECHNICAL SPECIFICATIONS. The following items are added to the solicitation.

Technical Specifications

01 33 00 SUBMITTAL REGISTER

Section 26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

2. CHANGES TO DRAWINGS.

Item No. 14 (Continued) Page 6 of 6

a. REVISED DRAWINGS (NOT ISSUED) The following are revised drawings to the solicitation. The revised drawings will not be issued with this amendment.

(1) SHEET S-001, MATERIALS AND CONSTRUCTION

Add Note 18 as follows:

“ALL EXTERIOR STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT DIP

GALVALINZED AFTER FABRICATION.”

(2) SHEET E-103, GROUNDING PLAN

Delete the callout for Detail D1/E-502.

(3) SHEET E-502, DETAILS

Delete Detail D1.

b. REVISED DRAWINGS (ISSUED). The following are revised drawings to the solicitation.

DRAWING NO. TITLE

E-001 LEGENDS, ABBREVIATIONS AND GENERAL NOTES

E-102 POWER PLANS

E-601 POWER RISER DIAGRAM AND PANELBOARD SCHEDULE

ES106 ELECTRICAL NEW PLAN – MAGAZINES SITE

ES506 ELECTRIC MANHOLE DIAGRAMS

ES508 TRANSFORMER AND EQUIPMENT FRAME DETAIL

ES602 ONE LINE DIAGRAM – NEW AND MDP PANEL SCHEDULE

3. The proposal due date of June 8, 2020, 2:00 P.M., Hawaiian Standard Time, remains unchanged.

Page D.1 (Am-0002)

DOCUMENT 00900

APPENDIX D

RESPONSES TO QUESTIONS

SUBMITTED BY PLANHOLDERS

FOR

RFP No. N62478-20-R-4042

Q1. Joint seal specification SECTION 32 13 73 Compression joint seal.

In the plans drawing C-503, it refers to a poured joint sealant. Are you wanting a poured joint sealant such as Silicone or hot pour 6690 or are you wanting to use compression seal?

A1. Joint seal shall follow the requirements of Specification Section

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENT.

Q2. Document 00110, 2.2 evaluation factors, page 4 and 5 states “Out of a maximum of three (3) relevant projects, at least (1) project must include all of the following types of work: Magazine construction;

Grounding and lightning protection system.”

There have been very few concrete modular storage magazines built in this region in the past 10 years. Please consider changing Document 00110, 2.2 evaluation factors to include the relevant project to be as follow “New construction of cast-in-place and/or precast reinforced concrete structures/buildings, where the structures/buildings, or portions of the structure/building contain hardened construction to mitigate blast effects to provide protection for personnel or valuable equipment and delete the requirement for relevancy require at least one project to include Magazine construction; Grounding and lightning protection system.

A2. See Am-0001, Paragraph 2.2a, Factor 1-Experience, 1(a).

Q3. 1. ES-001, notes 2,3 ES-102 n4,6 ES-103 n1,2 ES-106 n3 Due to the unavailability of a pre bid site visit, please provide a complete photographic survey of ALL existing features described in the contract drawings including but not limited to Grubbing, Civil, Electrical ( underground, surface mounted, pad mounted, and overhead distribution), Haul routes, and laydown areas.

A3. See Appendix C, Photographs.

Q4. ES-001, notes 2,3 ES-102 n4,6 ES-103 n1,2 ES-106 n3 Please describe how the contractor will be held liable for unforeseen conditions without a pre bid site visit as described in the notes.

A4. See Am-0001, SF30, Paragraph 2b, Drawing No. ES001. Adhere to the drawings.

Q5. ES-106,E-102

Please identify the final termination point of the 4” PVC Coated GRC

‘SPARE’.

A5. See Am-0001, SF30, Paragraph 2b, Drawing No. ES102.

Q6. E-001 note 3 Please confirm intent of this installation is SURFACE MOUNTED GRC conduit for all systems shown within the magazine (s).

Page D.2 (Am-0002)

A6. Yes, surface mounted GRS. All conduit entering and inside of the magazine shall be RGS conduit in accordance with E-001, General Note #3. See Amendment 0001, SF30, Paragraph 2a(10).

Q7. C-109, E-103, E-501 det C1 Based on civil cover requirements, please confirm the locations and elevations of the grounding test wells at the back North-East corner and at the electrical service entrance area into the magazine.

A7. Comply with drawings.

Q8. E-101, E-701 Please provide conduit size requirements for the 10 each WS lighting control PIR locations.

A8. See Drawing No. E-001, General Note #3 and Drawing No. E-001, Legend. Also, see Am-0001, SF30, Paragraph 1b6.

Q9. E-102 Please provide information for the SIZE and NEMA RATING of enclosures for the systems listed on the Power Plan.

a. BMS

b. J (IDS)

c. CK

d. PI

e. PCU

A9. Junction box shall be sized to meet requirements of NFPA 70 per Specification Section 26 20 00, 1.4.1 Regulatory Requirements and 2.1 Materials and Equipment. The volume shall be in accordance with Specification Section 26 20 00, 2.4 CABINETS, JUNCTION BOXES, AND PULL BOXES. See drawing E-102 for conduits entering the respective junction boxes. Also, see drawing E-102, General Note #1.

Q10. Please confirm the environment within the magazine is NEMA 1 rated. If NO, Please provide NEMA rating and environment type.

A10. See Am-0001, SF30, Paragraph 2a(9).

Q11. ES-504-507

Will a substitute design for the Octagon EMH’s be considered/permitted?

(ex; Rectangular or square interior design)

A11. No.

Q12. ES-501

a. Item #28 – Open cutout, disconnecting 14000AC, 400A, 15KV.

Item not available. Factory doesn’t make a 400Amp disconnect.

(Recommend Cooper D73CD16SO series) Confirm alternate device.

b. Item #26 – Pot Heads are obsolete and no longer used in the industry. Heat shrink or cold shrink stress relief cones replaced pot heads. Confirm if substitution will be permitted.

Page D.3 (Am-0002)

c. Item #15 – Cross arm, heavy duty, non-metallic. Cross Arm 8' (3- 3/4"x4-3/4"x8') Confirm WOOD is acceptable.

d. Item #17 – Brace, cross arm, non-metallic 28”. Galvanized steel braces are primarily used. Confirm Galvanized braces are acceptable.

e. Item #14 – Guy strain insulators.

Specify if porcelain (guy bob) or fiber strain insulators are required.

A12a. See Am-0001, SF30, Paragraph 2b, drawing ES501 and Paragraph 1b8

b. See Am-0001, SF30, Paragraph 2b, drawing ES501. Also, see Specification Section 33 71 01, Paragraph 2.13 Conduit Risers and Conductors, and Specification Section 33 71 02, Paragraph 2.6 Medium Voltage Cable Terminations.

c. See Am-0001, SF30, Paragraph 2b, Drawing ES501. Also, see Specification Section 33 71 01, Paragraph 2.3.1, Wood Crossarms.

d. See Specification Section 33 71 01, Paragraph 2.3.2 Crossarm Braces. Also, see Am-0001 SF30, Paragraph 2b, Drawing ES501.

e. See Specification Section 33 71 01, Paragraph 2.5 Insulators, c.

Guy strain insulators.

Q13. If an offeror is a Small Business are they required to submit a Small Business Subcontracting Plan? If so, where in their proposal shall this plan be included?

A13. Please refer to Document 00100, Paragraph 1.6, Small Business Subcontracting Plan.

Q14. Would the Government consider removing the requirement stated in the last sentence of Document 00110, Section 2.2 a, paragraph “a” which states “Out of a maximum of three (3) relevant projects, at least (1) project must include all of the following types of work: Magazine construction; Grounding and lightning protection system”?

A14. See response A2.

Q15. Section 00700 has some areas requiring fill-ins? Should offerors include a completed Section 00700 in their proposal? Or would the Government prefer that offerors include only those pages of Section 00700 requiring fill-ins? If so, where in proposals should this be placed? Please advise.

A15. Fill-in clauses or provisions are in Document 00600. See Document 00100, Paragraph 1.1a.

Q16. If the prime contractor was a subcontractor on a project can that project (performed as a sub) be submitted for offeror experience and past performance?

A16. See response A2.

Page D.4 (Am-0002)

Q17. Will the Government allow offeror’s to submit experience and past performance information for subcontractors that the intend to utilize for similar types of work on this contract?

A17. See Document 00110, Paragraph 2.2a, Factor 1-Experience, 1.

Q18. If the Government will allow offerors to utilize experience and past performance of a sub in their proposal, will it be acceptable to submit a CCASS or CPARS rating evaluating the project that the sub was subcontractor on to a different prime contractor? I.e., will a CPARS be acceptable if it has the name of a different contractor on it because that contractor was the Prime?

A18. See Document 00110, Paragraph 2.2a, Factor 3-Past Performance, (a)(1).

Q19. Can offerors utilize the experience of a sub that was performed (as a sub) to another contractor?

A19. See response A2.

Q20. Please indicate where in our proposal letters of commitment should be placed.

A20. See response A17.

Q21. Details on C-503 specifying the sawcut groove width for expansion (C3), contraction (A1), and construction joints (A5) appear to conflict with the detail C5/C-503. Please confirm if every type of joint is to be cut 3/4” - 7/8” wide to serve as the sealant reservoir or if the 1/8-1/4” width is correct for the construction joint and contraction joints.

A21. See Am-0001, SF30, Paragraph 2a(2).

Q22. Detail C3/C503 shows a doweled expansion joint with 16” smooth dowels and slip caps. This is typical for the expansion joints (EJ) as shown on the jointing plan C-111. However, on sheet C-502, where the concrete pavement abuts the magazine door trench foundation, it is not typically recommended to dowel the pavement to a structure; a normal expansion joint would be more appropriate. Please confirm if this expansion joint is to be doweled.

A22. Adhere to Detail C5/C-503 for Expansion Joint.

Q23. Ref. Sheet C-104 Note 2 and Spec Section 02 41 00 Demolition.

“Item 3.1.1.a Existing Railroad Tracks and appurtenances to be removed and salvage by the contractor with care to mitigate damage. The contracting officer shall coordinate with the contractor a designated location for storage of the salvaged railroad tracks ….”. Provide the location of the designated storage in order to price the hauling accordingly.

-Ref. Spec section 02 81 00 “Transportation and Disposal OF Hazardous Materials”. And Spec section 02 84 33 “Removal and disposal of polychlorinated Biphenyls PCBs”. Provide Hazardous Material Report.

A23. See Am-0001, SF30, Paragraphs 1b(1) and 2a(1).

Page D.5 (Am-0002)

Q24. RFI/clarifications can be submitted to the owner/designer up to 10 business days before Bid date. We are kindly requested to be able to submit questions up to May 25th 2,020 to give enough time to our subcontractors to review the project and provide an accurate quote.

A24. Please comply with Document 00100, Paragraph 1.5, Inquiries/Request for Information (RFI).

Q25. Specification Section 32.13.13.06 Section 2.1.3 – Aggregates states that the course aggregate must contain a minimum of 5% post-consumer recycled content or a minimum of 20 percent post industrial recycled content. This is not standard of concrete paving mix designs.

Please consider eliminating this requirement due to performance concerns.

A25. See Am-0001, SF30, Paragraph 1b(21).

Q26. Reference Drawing C-503 detail C5; Spec Section 32 13 73 Drawing shows “Poured Joint Sealer with Backer Rod”, Specification 32 13 73 requires a compression joint seal. Please confirm that requirement is to install a compression joint seal conforming to ASTM 2628.

A26. See response A1.

Q27. Currently class F Fly Ash is being received from outside the continental United States. Please confirm it is acceptable to receive this material from outside the United States.

A27. No. Please comply with Document 00700, Clause 52.225-11.

Q28. Specification Section 03.30.00 2.2.1.1 – Concrete Materials requires portland cement type III. This material is not available locally. Please consider substituting Type I or Type II portland cement in lieu of Type III.

A28. See Am-0001, SF30, Paragraph 1e, 03 30 00, Paragraph 2.3.1.1.

Q29. Specification Section 03.30 00 2.3.1.3 – Slag Cement requires that slab content must be a minimum of 25% by weight of cementitous material. Slag is not readily available locally. Please consider replacing the slag requirement with Type I or II cement or fly ash.

A29. See Am-0001, SF30, Paragraph 1e, 03 30 00.

Q30. 05 12 00 There are only two certified AISC erectors in the State of Hawaii one is a GC and the other a Subcontractor. Please remove the requirement for AISC certifications to allow for fair competition, reasonable costs and unfair advantages. There are no certified AISC fabricators in the State of Hawaii. Please remove this requirement.

“1.3 AISC QUALITY CERTIFICATION - Work must be fabricated by an AISC Certified Structural Steel Fabricator, in accordance with AISC 207, Category BU. Submit AISC Structural Steel Fabricator quality certification.

Page D.6 (Am-0002)

Work must be erected by an AISC Structural Steel Certified Erector, in accordance with AISC 207, Category CSE. Submit AISC Structural Steel erector quality certification.

A30. See Am-0002, SF30, Paragraph 1b(4).

Q31. S-509 Please verify if the structural steel for the canopies S-509 are to be primed or galvanized. Note 13 on S-001 indicates painting per the painting specification, section 05 12 00 (Paragraphs 3.6, 3.5.1, 3.5, 2.6.2, 2.5 2.1) indicates galvanizing and painting.

Please clearly indicate on the contract drawings what is to be primed and painted, galvanized or galvanized and painted.

A31. See Am-0002, SF30, Paragraph 2a(1).

Q32. 6 09 90 00 Please confirm that it is necessary for all contractors and subcontractors that perform surface preparation or coating application must be QP1 certified by the Society for Protective Coatings.

A32. See Sheet S-001, Door and Miscellaneous Metal Paint Spec Note.

Q33. Section 08 13 73 Sliding Metal Doors:

1.2.2 Seal Performance - Magazine Type “D” doors do not have inflatable seals and are not de-signed for them. Do you want a custom design seal system, or do you want to delete these specifications that have nothing to do with a Type “D” door?

A33. See Am-0002, SF30, Paragraph 1b(5).

Q34. Section 08 13 73 Sliding Metal Doors:

2.3.1 Power Operators - This part of the specifications require that you have an automatic closing system in case of a fire/power failure, this spec is used in locations where you have a fire rated door system.

If the door closes automatically, this could trap personnel in the building with no access to get out. This is not normally used in a Type “D” design.

A34. See Am-0002, SF30, Paragraph 1b(6).

Q35. Section 08 13 73 Sliding Metal Doors:

2.6 Safety Device - This requires a safety device on the leading edge of the door, which is only used in fully automated door systems. This would get in the way of the bumps, lock system, and most of the doors.

The blast doors are designed to open automatically when you hit the open button, but you must hold the close button to ensure that no personnel or equipment is damaged in the door closing process, this acts as the safety device.

A35. Please comply with Specification Section 08 13 73, Paragraph 2.6.

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 28 PAGES

P-033 MAGAZINES FOR LONG ORDNANCE

01 11 00 SD-01 Preconstruction Submittals

1.5 GDigging Permit

01 14 00 SD-01 Preconstruction Submittals

1.4.1.1 GList of Contact Personnel

1.4.1.2.1Joint Base Form 0-180

1.4.1.2.1SECNAV Form 5512-1

1.6Restricted Areas Memo

1.6Explosives Safety Briefing

01 20 00.00 20 SD-01 Preconstruction Submittals

1.3 GEarned Value Report

1.3.3 GInterim DD Form 1354

01 30 00 SD-01 Preconstruction Submittals

1.4 GPhoto Permit

1.3 GView Location Map

1.4 GProgress and Completion

Pictures

01 31 23.13 20 SD-01 Preconstruction Submittals

1.4.2 GList of Contractor's Personnel

01 32 17.00 20 SD-01 Preconstruction Submittals

1.2.2 GBaseline NAS

1.9 GDesignated Project Scheduler

SD-07 Certificates

1.3 GThree-Week Look Ahead

Schedule

1.4.1 GMonthly Network Analysis

Updates

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(Am-0002)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 28 PAGES

01 32 17.00 20 SD-11 Closeout Submittals

1.4.2 GAs-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.8 GAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.13Notifications and Reports

1.13.2 GAccident Reports

1.13.3LHE Inspection Reports

SD-07 Certificates

1.5Contractor Safety Self-Evaluation

Checklist

1.7.1.5Crane Operators/Riggers

1.8.2.2 GStandard Lift Plan

1.8.2.3 GCritical Lift Plan

1.9Activity Hazard Analysis (AHA)

1.10.1Confined Space Entry Permit

1.10.1Hot Work Permit

1.13.4Certificate of Compliance

1.15License Certificates

1.15.1 GNAVFAC HI/FE/MAR GAMMA

Radiography Operations Planning

Worksheet

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01 35 26 1.15.1 GNAVFAC HI/FE/MAR X-Ray

Radiography Operations Planning

Worksheet

1.15.1 GNAVFAC HI/FE/MAR Portable

Gauge Operations Planning

Worksheet

01 45 00.00 20 SD-01 Preconstruction Submittals

1.6.1 GConstruction Quality Control (QC)

Plan

1.16 GIndoor Air Quality (IAQ)

Management Plan

01 45 35 SD-01 Preconstruction Submittals

3.1.1 GSIOR Letter of Acceptance

3.1.1 GProject Manual

3.1.1 GProject Manual

3.1.1Written Practices

3.1.1NDT Procedures and Equipment

Calibration Records

SD-06 Test Reports

3.1.1Daily Reports

3.1.3Daily Reports

3.1.1Biweekly Reports

SD-07 Certificates

2.1Fabrication Plant

2.1Certificate of Compliance

1.5.7 GSpecial Inspector of Record

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01 45 35 1.5 GSpecial Inspector

3.1.1Qualification Records

SD-11 Closeout Submittals

3.1.1 GComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

1.4.1 GTemporary Utility Connection

Request

SD-03 Product Data

1.4.1 GTemporary Backflow Preventer

3.4.1 GTraffic Control Plan

2.2.1 GHaul Road Plan

01 57 19 SD-01 Preconstruction Submittals

1.6.1Preconstruction Survey

1.9 GSolid Waste Management Permit

1.6.2 GRegulatory Notifications

1.7 GEnvironmental Protection Plan

1.7.8.1 GDirt and Dust Control Plan

1.6.5 GEmployee Training Records

1.6.4 GEnvironmental Manager

Qualifications

SD-06 Test Reports

3.6.1.1.2Analytical Results and Reports

1.9.1 GMonthly Solid Waste Disposal

Report

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01 57 19 3.5.2 GContractor's Solid Waste

Summary

SD-07 Certificates

1.6.5 GEmployee Training Records

1.4.1.2 GECATTS Certificate Of

Completion

1.6.5Erosion and Sediment Control

Inspector

SD-11 Closeout Submittals

3.6.3.6 GDisposal Documentation for

Hazardous and Regulated Waste

1.6.5 GAssembled Employee Training

Records

3.6.2.1 GProject Solid Waste Disposal

Documentation Report

3.7.1 GContractor Hazardous Material

Inventory Log

3.6.3.1 GHazardous Waste/Debris

Management

1.6.2 GRegulatory Notifications

3.6.2.1 GSales Documentation

3.6.2.1Contractor Certification

3.6.1 GWaste Documentation Form

3.6.1 GReview Sheet For Waste

Characterization and Disposal

Form

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01 74 19 SD-01 Preconstruction Submittals

1.7 GConstruction Waste Management

Plan

SD-11 Closeout Submittals

1.9 SFinal Construction Waste

Diversion Report

01 78 00 SD-03 Product Data

1.6.1Warranty Management Plan

1.6.4Warranty Tags

3.3Final Cleaning

1.5Spare Parts Data

SD-08 Manufacturer’s Instructions

1.6.1Instructions

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.2 GRecord Drawings

1.6.1As-Built Record of Equipment and Materials

2.1 GCertification of EPA Designated

Items

2.2 GCertification Of USDA Designated

Items

3.4 GInterim DD FORM 1354

3.4 GChecklist for DD FORM 1354

01 78 23 SD-10 Operation and Maintenance

Data

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01 78 23 3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

01 78 24.00 20 SD-11 Closeout Submittals

1.4.1 GeOMSI, Progress Submittal

1.4.2 GeOMSI, Prefinal Submittal

1.4.3 GeOMSI, Final Submittal

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.8Existing Conditions

SD-07 Certificates

1.6 GNotification

02 81 00 SD-03 Product Data

2.1.1Packaging Notifications

3.1 GHazardous Waste Management

Plan

3.2 GOnsite Hazardous Waste

Management

3.3Notices of Non-Compliance and

Notices of Violation

SD-06 Test Reports

3.6 GRecordkeeping

3.6 GException Report

3.7Spill Response

SD-07 Certificates

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02 81 00 1.4.1 GTransportation and Disposal

Coordinator

1.4.2 GTraining

1.4.3Certification

3.3.3 GShipping Documents and

Packagings Certification

3.3.4Security Plan

3.3.5Certificates of Disposal

3.5Waste Minimization

02 84 33 SD-07 Certificates

1.7.1Training certification

1.7.2Qualifications of CIH

1.7.3PCB removal work plan

1.7.4PCB disposal plan

1.7.5Notification

3.8Transporter certification

3.5.4Certification of Decontamination

3.5.5Post cleanup sampling

3.8.1Certificate of Disposal and

Closure Report

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications

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03 30 00 1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

1.6.2.1 GForm Removal Schedule

3.3.9Maturity Method Data

SD-02 Shop Drawings

1.6.2.1Formwork

1.6.2.2 GReinforcing Steel

SD-03 Product Data

2.4.5Joint Sealants

2.4.4Joint Filler

2.1Formwork Materials

2.3.1Cementitious Materials

2.4.6Vapor Barrier

2.4.1Concrete Curing Materials

2.6Reinforcement

2.4.3.1Liquid Chemical Floor Hardeners and Sealers

2.3.4Admixtures

2.2.2Waterstops

2.2.3Biodegradable Form Release

Agent

1.6.3.2Pumping Concrete

2.4.2Nonshrink Grout

SD-05 Design Data

1.6.1.2 GConcrete Mix Design

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03 30 00 1.6.1.1Formwork Calculations

SD-06 Test Reports

1.6.1.2 GConcrete Mix Design

1.6.4.1Fly Ash

1.6.4.1Pozzolan

1.6.4.2Aggregates

3.10.2.1Tolerance Report

3.13.2.3 GCompressive Strength Tests

3.13.2.1Slump Tests

2.3.2Water

2.7.1 GThermal Concrete Mix Design

SD-07 Certificates

2.6.1Reinforcing Bars

1.8Welder Qualifications

1.6.3.3Safety Data Sheets

1.6.6.2Field Testing Technician and

Testing Agency

2.7.1Thermal Concrete Consultant

Qualifications

SD-08 Manufacturer’s Instructions

2.4.3.1Liquid Chemical Floor Hardeners and Sealers

2.4.5Joint Sealants

2.4.1Curing Compound

05 12 00 SD-01 Preconstruction Submittals

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05 12 00 1.4.1.1 GErection and Erection Bracing

Drawings

SD-02 Shop Drawings

1.4.2 GFabrication Drawings

SD-03 Product Data

2.6.2Shop Primer

2.4.1Welding Electrodes and Rods

2.3.2.3Direct Tension Indicator Washers

2.4.2Non-Shrink Grout

SD-06 Test Reports

2.6.2Class B Coating

2.3Bolts, Nuts, and Washers

3.7.2.1Direct Tension Indicator Washer

Inspection Reports

3.7.3.1Bolt Testing Reports

3.7.4Embrittlement Test Reports

SD-07 Certificates

2.2Steel

2.3Bolts, Nuts, and Washers

2.5Galvanizing

1.3AISC Structural Steel Fabricator

Quality Certification

1.3AISC Structural Steel Erector

Quality Certification

1.4.3.1Welding Procedures and

Qualifications

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05 12 00 2.4.1Welding Electrodes and Rods

3.7.1.1Certified Welding Inspector

3.4Welding Procedure Specifications

(WPS)

07 13 53 SD-03 Product Data

1.3 GManufacturer's Standard Details

2.1 GElastomeric Waterproofing Sheet

Material

2.3 GProtection Board

1.4 GPrimers, Adhesives, and Mastics

2.1 GPrimers, Adhesives, and Mastics

SD-06 Test Reports

2.1Elastomeric Waterproofing Sheet

Material

3.6Field Quality Control

3.7Protective Covering

1.4Protective Coverings

1.8 GSpecial Warranties

1.8 GSpecial Warranties

SD-08 Manufacturer’s Instructions

1.4Primers, Adhesives, and Mastics

2.1Primers, Adhesives, and Mastics

07 42 13 SD-01 Preconstruction Submittals

1.5.3Qualification of Manufacturer

1.5.4Qualification of Installation

Contractor

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07 42 13 1.8Warranty

SD-02 Shop Drawings

1.5.1.1Installation Drawings

SD-03 Product Data

2.2.1Wall Panels

2.2.2Factory Color Finish

1.5.5Closure Materials

2.5.4.4Pressure Sensitive Tape

2.5.4.1Sealants and Caulking

1.5.5Accessories

2.5Accessories

SD-04 Samples

2.2.1Wall Panels

1.5.3.1 GFasteners

2.5.3Metal Closure Strips

2.2.2.5 GColor chart

SD-05 Design Data

1.5.1.2Wind load design analysis

SD-06 Test Reports

3.7.2Leakage Tests

1.3.2Wind Load Tests

2.2.2.6Coating

2.2.2.6Chalking

1.3.2Seismic Tests

SD-07 Certificates

1.5.3.1Coil Stock

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07 42 13 1.5.3.1Fasteners

1.5.3.1Galvanizing Repair Paint

1.5.3.1Enamel Repair Paint

SD-08 Manufacturer’s Instructions

3.3Installation

SD-09 Manufacturer’s Field

Reports

3.8.1Manufacturer's Field Reports

SD-11 Closeout Submittals

1.8Warranty

1.5.6Maintenance Instructions

1.8.120 year 'No Dollar Limit' warranty for labor and material

07 60 00 SD-02 Shop Drawings

3.1.9 GCounterflashing

3.1.13 GFlashing at Roof Penetrations

and Equipment Supports

2.2.2 GReglets

3.1.14 GCopings

3.1.11 GEave Flashing

2.1Recycled Content

1.4.2Finish Samples

SD-08 Manufacturer’s Instructions

1.4.3Instructions for Installation

3.5Quality Control Plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 28 PAGES

07 60 00 SD-10 Operation and Maintenance

Data

1.4.3Cleaning and Maintenance

07 61 14.00 20 SD-02 Shop Drawings

1.2.5Roofing

SD-03 Product Data

2.1Roofing Panels

2.2Attachment Clips

2.3.1Closures

2.3Accessories

2.3.2Fasteners

2.3.3Sealants

1.7Warranty

SD-04 Samples

2.1 GPanel

2.3Accessories

2.3.3Sealants

SD-05 Design Data

1.5Design Calculations

SD-06 Test Reports

3.6Field Inspection

1.3.3Structural Performance

1.6.6Finish

SD-07 Certificates

1.6.3Manufacturer's Technical

Representative

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 28 PAGES

07 61 14.00 20 1.6.4Installer's Qualifications

2.1 GCoil Stock

SD-08 Manufacturer’s Instructions

3.3Installation

SD-11 Closeout Submittals

3.8Information Card

1.7Warranty

07 72 20 SD-02 Shop Drawings

3.1 GRoof Ventilators

07 92 00 SD-03 Product Data

2.1Sealants

2.2Primers

2.3Bond Breakers

2.4Backstops

3.1Field Adhesion

08 13 73 SD-02 Shop Drawings

1.7Sliding Metal Doors

SD-07 Certificates

1.4Fabrication Drawings

1.4Installation Drawings

1.2.1Design Analysis and Calculations

1.2.1Sliding Door Assemblies

1.2.1Hardware and Accessories

2.1Doors

2.5Rails

09 90 00 SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 17 OF 28 PAGES

09 90 00 2.1Coating

SD-04 Samples

1.10Color

SD-07 Certificates

1.3Applicator's Qualifications

1.4.1.2Qualification Testing

2.1Indoor Air Quality for

Consolidated Latex Paints

SD-08 Manufacturer’s Instructions

3.4.2Mixing

1.7.2Manufacturer's Safety Data

Sheets

SD-10 Operation and Maintenance

Data

2.1Coatings

10 14 00.10 SD-02 Shop Drawings

3.1Approved Detail Drawings

SD-03 Product Data

3.1Installation

1.2Exterior Signage

1.2.1Wind Load Requirements

SD-04 Samples

1.2Exterior Signage

SD-10 Operation and Maintenance

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3.1.2Protection and Cleaning

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 18 OF 28 PAGES

25 05 11 SD-01 Preconstruction Submittals

3.1.2.1 GDevice Account Lock Exception

Request

1.7.1.4 GContractor Computer

Cybersecurity Compliance

Statements

SD-02 Shop Drawings

1.6.1 GNetwork Communication Report

1.6.2 GControl System Inventory Report

SD-03 Product Data

1.6.3 GControl System Cybersecurity

Documentation

SD-11 Closeout Submittals

3.5.2.2.3 GPassword Summary Report

26 08 00 SD-06 Test Reports

3.1 GAcceptance tests and inspections

SD-07 Certificates

1.4.1 GQualifications

1.4.3 GAcceptance test and inspections

procedure

26 12 19.10 SD-02 Shop Drawings

1.5.1 GPad-mounted Transformer

Drawings

SD-03 Product Data

2.2 GPad-mounted Transformers

SD-06 Test Reports

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26 12 19.10 3.6.1 GAcceptance Checks and Tests

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2.2.2.1 GTransformer Efficiencies

SD-09 Manufacturer’s Field

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2.8.1 GTransformer Test Schedule

2.8.2 GDesign Tests

2.8.3 GRoutine and Other Tests

SD-10 Operation and Maintenance

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1.6.1 GTransformer(s)

26 13 00 SD-02 Shop Drawings

1.5.1 GSwitchgear Drawings

SD-03 Product Data

1.5.3 GElectronic Overcurrent Control

Curves

1.6.1 GHigh-Firepoint Fluid Insulated

Pad-mounted Switchgear

2.1 GHigh-Firepoint Fluid Insulated

Pad-mounted Switchgear

2.2 GInsulated High-Voltage

Connectors

2.3 GSurge Arresters

SD-06 Test Reports

3.4.1 GAcceptance Checks and Tests

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