16b2-Am-0003.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1 2

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

AM-0003 20 April 16

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

CECT – Contracting Division USACE, Honolulu District Bldg 252 (CECT-POH) Ft Shafter, HI 96858-5440

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

W9128A-16-B-0002 X

9B. DATED (SEE ITEM 11)

02/26/2016

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 [ X ] is extended, [ ] is not extended.

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

(a) By completing Items 8 and 15, and returning __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 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)

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:

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.)

FY14 MCA PN 059779 Echo Pier Restoration, U.S. Army Kwajalein Atoll (USAKA), Republic of the Marshall Islands

See Page 2 of 2 Pages

15A. NAME AND TITLE OF SIGNER (Type or print) 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-0003 Standard Form 30

RFP No. W9128A-16-B-0002 Page 2 of 2 Pages

Item No. 14 (Continued)

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised, replaced and additions to sections to the specifications. Revised pages replace like-numbered pages. The revision mark (Am-0003) is shown on each revised page.

A. REVISED SECTIONS. The following changes were made to the solicitation and are indicated in bold:

SF1442, Block 11

Section 01 32 00 – paragraphs: 3.3, 3.3.2.3 i and 3.3.2.3 j

Section 01 35 26 – paragraphs 1.4, 1.5, 1.7, and 1.12.1

Section 01 90 00 – paragraph 1.22

Section 03 20 00.00 10 – paragraph: 2.6.2

Section 03 30 00 – paragraphs: 1.1, 2.5.1.1

Section 05 12 00 - paragraph: 2.4

Section 05 50 13 - paragraph: 2.1.5, 2.1.5.1, 2.1.5.1.2

Section 07 61 15.00 20 - paragraph: 3.2.1

Section 08 33 23 - paragraph: 3.2

Section 08 60 45 - paragraph: 3.3, 3.3.1

Section 08 91 00 - paragraph: 2.1, 2.1.1

Section 09 97 13.27 - paragraphs: 2.2, 3.3

Section 23 00 00 - paragraphs: 2.10.2, and 2.10.2.2

Section 23 82 02.00 10 - paragraph: 2.5.3.2

Section 31 00 00 – paragraphs: 3.2.3

B. REPLACED SECTIONS. The following changes were made to the soliciatation and are to be replaced in its entirety.

Section 01 90 00 - Addendum 1 – Figures 1, 2, 3, 4, 5, and 6

C. ADDITIONS TO SECTIONS. The following are added to the solicitation:

Section 01 90 00 - Addendum 1 – Figures 1a, 1b, 1c, and 2a

Section 00 73 00, Appendix D, Response to Request for Informations #3 to #194

2. REVISED DRAWINGS. The following revised drawings replaced like-numbered drawings and are issued herewith:

SHEET ID SHEET NO. MARK REVISION DATE

CD112 44 of 309 1 4/11/2016

CD113 45 of 309 1 4/11/2016

CS103 65 of 309 1 4/11/2016

CU502 111 of 309 1 4/11/2016

S-011 121 of 309 1 4/13/2006

S-012 122 of 309 1 4/13/2006

S-013 123 of 309 1 4/13/2006

S-014 124 of 309 1 4/13/2006

SHEET ID SHEET NO. MARK REVISION DATE

S-111 130 of 309 1 4/13/2006

S-112 131 of 309 1 4/13/2006

S-113 132 of 309 1 4/13/2006

S-114 133 of 309 1 4/13/2006

S-302 137 of 309 1 4/12/2016

S-303 138 of 309 1 4/12/2016

S-511 149 of 309 1 4/13/2006

S-512 150 of 309 1 4/13/2006

S-513 151 of 309 1 4/13/2006

S-514 152 of 309 1 4/13/2006

A-111 181 of 309 1 4/13/2016

A-112 182 of 309 1 4/13/2016

A-113 183 of 309 1 4/13/2016

A-114 184 of 309 1 4/13/2016

A-201 187 of 309 1 4/13/2016

A-202 188 of 309 1 4/13/2016

A-301 189 of 309 1 4/13/2016

A-302 190 of 309 1 4/13/2016

A-501 193 of 309 1 4/13/2016

A-502 194 of 309 1 4/13/2016

A-503 195 of 309 1 4/13/2016

A-601 197 of 309 1 4/13/2016

A-603 199 of 309 1 4/13/2016

A-604 200 of 309 1 4/13/2016

P-112 215 of 309 1 4/5/2016

E-204 235 of 309 1 4/11/2016

E-205 236 of 309 1 4/11/2016

ED108 275 of 309 1 4/5/2016

ES110 285 of 309 1 4/5/2016

ES118 293 of 309 1 4/5/2016

ES119 294 of 309 1 4/5/2016

ES120 295 of 309 1 4/5/2016

ES121 296 of 309 1 4/5/2016

ES122 297 of 309 1 4/5/2016

ES123 298 of 309 1 4/5/2016

ES124 299 of 309 1 4/5/2016

ES125 300 of 309 1 4/5/2016

3. Requests for information (RFIs) submitted after the date of this amendment will not be answered.

4. The bid opening has changed. See SF 1442, Page 1, Block 13A.

(Am-0003)

FY14 MCA PN 059779 Echo Pier Restoration, U.S. Army Kwajalein Atoll (USAKA), Republic of the Marshall Islands

X

DAYNA MATSUMURA 808-835-4379

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

26-Feb-2016

(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

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 ________ ** 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 ______________ 12 May 2016 (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.

due. B. An offer guarantee X is, is not 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 _______ 90 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

DISTRICT

BLDG 252 (CECT-POH)

POH)

FT. SHAFTER HI 96858-5440

W9128A

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM

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:

W9128A-16-B-0002 72

** See Section 00 72 00, Clause 52.211-10

20B. SIGNATURE

(REV. 4-85) STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued)

(Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)

2304(c)

41 U.S.C. 253(c)

CODE 27. PAYMENT WILL BE MADE BY: 26. ADMINISTERED BY

(Include ZIP Code) 14. NAME AND ADDRESS OF OFFEROR

DUNS No. ____________________

Cage Code: ___________________ TIN: ___________________

15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14) 16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this 28. NEGOTIATED AGREEMENT

(Must be fully completed by offeror) OFFER

FY14 PN 059779 Echo Pier Restoration, U.S. Army Kwajalein Atoll (USAKA), W9128A-16-B-0002

RFI # Question Issued Response

3 Please provide as-built plans listed on sheet G-003 Drawing Index & References. Available as-builts were provided with Am-0002.

Reference 01 32 00, paragraph 3.2. Will the Contractor be paid for stored materials delivered to

Kwajalein? On some recent Kwajalein COE projects, the contractor was not paid for materials upon arrival to the island but instead had to carry the cost for stored materials until a copy of the cancelled check for such material was submitted and approved.

No, only in-place materials will be paid for.

Reference 01 32 00, paragraph 3.2. If the Contractor will be paid for stored materials, what documentation is required?

See answer to RFI 4.

Reference 01 32 00, paragraph 3.2. Will the Contractor be paid for overhead and profit on stored materials delivered to Kwajalein?

No.

Note 4 on G-007 says “One acre stockpile area, 0.5 acre man camp and 30-40k sf batch plant will be provided in the commercial/industrial area of the inland prior mobilization. See sheet G-004 for COSA location.”

a.) Addendum 1 – Figure 1 and drawings G-004 & G-005 do not show the 1-acre stockpile area. Please provide location.

b.) With the bulk quantities of import fill materials, concrete materials (cement, sand, aggregates), and others, we think the 1-acre stockpile will not be enough to stockpile/store these materials. Will the

Government consider providing a larger stockpile area closer to the project site?

c.) Addendum 1 – Figure 1 shows 150’x150’ batch plant site which is 22.5k sf area. G-007 Note 4 says

30-40k sf batch plate area. Please confirm the area of batch plant.

See Am-0003, Section 01 90 00, Addendum 1.

Reference Section 01 90 00, paragraph 1.20, Addendum 1 - Plan and Specification. Sheet Number E-

410 and Detail 4/E-415 are mentioned. But, there are no E-410 and E-415 respectively. Please confirm.

See answer to RFI 7.

Reference Section 26 11 16/2.6.1 Equipment Test Schedule. As stated, ‘The government reserves the right to witness equipment test schedules for tests to be performed at the manufacturer’s facility”.

Please confirm if this will be required so we can include in the bid proposal.

Requirement is confirmed.

Reference Section 26 28 00.00 10/2.10 Factory Tests. As stated, “All tests required herein shall be witnessed by the Contracting Officer unless waived in writing, and no equipment shall be shipped until has been approved for shipment by the Contacting Officer”. Please confirm if this will be required so we can include in the bid proposal.

See answer to RFI 9.

Reference Drawing ED 108/Sheet 275 of 309. Call out no. 6 is shown in the drawing but a sheet note is up to no. 2 only. What call out no. 6 stands for?

See revised drawing ED108.

Section 00 73 00, Appendix D, Requests for Information - 1

W9128A-16-B-0002

RFI # Question Issued Response

Reference Drawing ES 110/Sheet 285 of 309. Call out nos. 10 & 11 are shown in the drawing but a sheet note is up to no. 9 only. What call out nos. 10 & 11 stand for?

See revised drawing ES110.

Reference Drawing ES 118/Sheet 293 of 309. In Sheet Note 1, as stated ‘See sheet E-604 for

Luminaire Schedule’. But drawing E-604 is the System Single Line Diagram. Please confirm that Note 1 should be corrected and reference E-605 instead.

See revised drawing ES118.

Reference Drawing ES 119/ Sheet 294 of 309. In Sheet Note 1, as stated ‘See sheet E-604 for

Luminaire Schedule’. But drawing E-604 is the System Single Line Diagram. Please confirm that Note 1 should be corrected and reference E-605 instead.

See revised drawing ES119.

Reference Drawing ES 120/Sheet 295 of 309. In Sheet Note 1, as stated ‘See sheet E-604 for

Luminaire Schedule’. But drawing E-604 is the Temporary Power Feeder Schedule. Please confirm that

Note 1 should be corrected and reference E-605 instead.

See revised drawing ES120.

Reference Drawing ES 120/Sheet 295 of 309. In Sheet Note 2, as stated ‘Refer to Sheet E-606 for

Panel schedule’. But drawing E-606 is the System Single Line Diagram. Please confirm that Note 2 should be corrected and reference E-607 instead.

See answer to RFI 15.

Reference Drawing ES 120/Sheet 295 of 309. In Sheet Note 3, as stated ‘Provide protective guard rail for light pole. See detail 4 on E-515’. But there is no drawing E-515. Please provide drawing sheet E-

515.

See answer to RFI 15.

Reference Drawing ES 121/Sheet 296 of 309. In Sheet Note 1, as stated ‘See sheet E-604 for

Luminaire Schedule’. But drawing E-604 is the Temporary Power Feeder Schedule. Please confirm that

Note 1 should be corrected and reference E-605 instead.

See revised drawing ES121.

Reference Drawing ES 122/Sheet 297 of 309. In Sheet Note 1, as stated ‘See sheet E-604 for

Luminaire Schedule’. But drawing E-604 is the Temporary Power Feeder Schedule. Please confirm that

Note 1 should be corrected and reference E-605 instead.

See revised drawing ES122.

Reference Drawing ES 122/Sheet 297 of 309. In Sheet Note 4, as stated ‘Refer to Sheet E-606 for

Panel schedule’. But drawing E-606 is the System Single Line Diagram. Please confirm that Note 4 should be corrected and reference E-607 instead.

See answer to RFI 19.

Reference Drawing ES 122/Sheet 297 of 309. In Sheet Note 5, as stated ‘Provide protective guard rail for light pole. See detail 4 on E-515’. But there is no drawing E-515. Please provide drawing sheet E-

515.

See answer to RFI 19.

Reference Drawing ES 123/Sheet 298 of 309. In Sheet Note 1, as stated ‘See sheet E-604 for

Luminaire Schedule’. But drawing E-604 is the Temporary Power Feeder Schedule. Please confirm that

Note 1 should be corrected and reference E-605 instead.

See revised drawing ES123.

Section 00 73 00, Appendix D, Requests for Information - 2

W9128A-16-B-0002

RFI # Question Issued Response

Reference Drawing ES 123/Sheet 298 of 309. In Sheet Note 2, as stated ‘Refer to Sheet E-606 for

Panel schedule’. But drawing E-606 is the System Single Line Diagram. Please confirm that Note 2 should be corrected and reference E-607 instead.

See answer to RFI 22.

Reference Drawing ES 123/Sheet 298 of 309. In Sheet Note 3, as stated ‘Extend conduit to Phase 4’.

But there is no Phase 4 in the phasing plan. Please confirm or correct Note 3 statement..

See answer to RFI 22.

Reference Drawing ES 124/Sheet 299 of 309. In Sheet Note 1, as stated ‘See sheet E-604 for

Luminaire Schedule’. But drawing E-604 is the Temporary Power Feeder Schedule. Please confirm that

Note 1 should be corrected and reference E-605 instead.

See revised drawing ES124.

Reference Drawing ES 124/Sheet 299 of 309. In Sheet Note 2, as stated ‘Refer to Sheet E-606 for

Panel schedule’. But drawing E-606 is the System Single Line Diagram. Please confirm that Note 2 should be corrected and reference E-607 instead.

See answer to RFI 25.

Reference Drawing ES 125/Sheet 299 of 309. In Sheet Note 1, as stated ‘See sheet E-604 for

Luminaire Schedule’. But drawing E-604 is the Temporary Power Feeder Schedule. Please confirm that

Note 1 should be corrected and reference E-605 instead.

See revised drawing ES125.

Reference Drawing ES 125/Sheet 299 of 309. In Sheet Note no. 2, as stated ‘Refer to Sheet E-606 for

Panel schedule’. But drawing E-606 is the System Single Line Diagram. Please confirm that Note 2 should be corrected and reference E-607 instead.

See answer to RFI 27.

Reference Section 03 20 00.00 10, paragraph 2.3; S-001, note D.1; S-011, reinforcing steel section, note 1; Section 03 30 00, paragraph 2.5.1 and 2.5.1.1. 1) In paragraph 2.3 of section 03 20 00.00 10 the contractor is instructed to, “Provide ASTM A615 and ASTM A706 reinforcing steel as indicated.” 2)

However, on page S-001, note D.1, the contractor is instructed to, supply “ASTM A706 reinforcement.”

3) Then, on page S-011, under reinforcing steel, note 1, the contractor is again instructed to supply

“ASTM A615 and ASTM A706 reinforcement.” 4) Again in section 03 30 00, paragraph 2.5.1, the contractor is instructed to provide ONLY ASTM A615. 5) Furthermore, in section 03 30 00, paragraph

2.5.1.1, the contractor is instructed specifically NOT to provide wieldable reinforcement, ASTM A706.

Please clarify what type of reinforcement shall be provide for this job.

All of the identified rebar types are used, depending on location and application; for example, sheet S-001 applies to work on the Pier. Sheet S-

011 applies to the Pier and On-shore Buildings. Read the drawings and specifications carefully.

See revised specification 03 30 00, paragraph 2.5.1.1

Section 03 21 29 paragraph 2.7.1, page 34 says that, “Use of ASTM A775 epoxy coated rebar will be permitted only where field adjustments of bars may be required and schedule precludes timely order and receipt of prefabricated A934 bars as approved by the Contracting Officer.”

Who determine if the schedule precludes timely order and receipt of prefabricated A934 bars?

Determination will be made on a case-by-case basis by the Contracting

Officer's Representative. Use of A934 bar is the required standard. Do not plan to use weldable rebar. Use of weldable rebar is by exception only.

Section 00 73 00, Appendix D, Requests for Information - 3

W9128A-16-B-0002

RFI # Question Issued Response

Reference Section 03 31 29, Paragraph 2.71. If field adjustments are required in concrete items that are NOT considered marine concrete, will the contractor be allowed to use ASTM A775 epoxy rebar to make these adjustments?

Follow the requirements identified in the applicable specification.

Reference Section 03 30 00, paragraph 2.4.3. The contractor is instructed to provide course aggregate that has a nominal size of ¾”.

Can course aggregate with nominal size of either 3/4'” or 1” be used in lieu of ¾” aggregate?

No. Aggregate size shall not exceed 3/4".

Reference Drawing #S-301 Detail A/S-102. Drawing sheet S-301 detail A/S-102 calls out “If voids are found, fill between bosoms of existing sheet piles and CRM wall with tremie concrete (fc’=1,500 psi min)”.

For bidding purposes since the voids are not pre-determined at this time, please provide the volume of voids to be considered for pricing.

Quantities will not be provided. Bidders should apply their own engineering and business judgment when developing their bid.

Reference Drawing # S-301 Detail A/S-102. Drawing sheet S-301 detail A/S-102 calls out “If voids are found, fill between bosoms of existing sheet piles and CRM wall with tremie concrete (fc’=1,500 psi min)”.

For bidding purposes since the voids are not pre-determined at this time, please provide the volume of voids to be considered for pricing.

Follow the requirements identified in the applicable specification.

Reference Drawing Sheet # C-001, General Civil Note # 6. Date of Survey was July 31, 2012 to August

7, 2012 and Boring was done during the period of Dec 2012.

If the mudline elevations will change from the bidding period to the start of the project, will the Contractor be compensated with an additive change order?

No. Bidders should apply their own engineering and business judgment when developing their bid.

Reference Drawing Sheet # SD301 Detail A/SD101. For bidding purposes on piles to be extracted, please provide the depth to be considered to compensate the fill materials needed to fill up the voids created by the extraction of piles.

Follow the requirements identified in the applicable specification.

Reference Drawing Sheet # S-301,S-302. For bidding purposes please provide the minimum extra length of pile to be considered in case the pile reaches the required tip elevation but not the required pile resistance. Do all piles need extra lengths?

Piles shall be driven to tip elevation shown on the plans.

Section 00 73 00, Appendix D, Requests for Information - 4

W9128A-16-B-0002

RFI # Question Issued Response

Specs Section 31 41 16 Paragraph 3.2 Site Preparation states “See Section 02 41 00 DEMOLITION

After the existing piles are cut-off and prior to probing, predrilling, and sheet pile installation, the mudline at new sheet pile locations and areas to be backfilled shall be cleared of all existing pile debris, broken piles, cobbles, boulders, pipes, cables, tires, fenders, steel I-beams, metal sheets, anchors, anchor chain, ropes, debris, and obstructions.

Please provide Specs Section 02 41 00

“For bidding purposes will the government provide an estimated quantity of the volume of material to be removed and therefore the required amount of rock backfill needed to replace the removed debris.

Along with the quantity of voids created by the removal of the anticipated debris, how reliable is the

“MUD LINE” shown on the project drawings. Although the borings showed certain points of the MUD

LINE we found no borings taken along the existing CRM WALL.”

Specification 02 41 00 was included in Amendment 0002.

Quantities will not be provided. Bidders should apply their own engineering and business judgment when developing their bid.

Specs Section 01 90 00 Par 1.17 Stainless Steel Type 316 says” All steel indicated on the drawings and specifications for construction in exterior and non-air conditioned spaces shall be stainless steel, type

316, conforming to ASTM A240/A240M. This requirement shall supersede all requirements noted on other sections in this Project.

Please confirm that the word “sheet metal” does not include the Aluminum Standing Seam Roof for On-

Shore and Pier Buildings.

Confirmed. Standing seam metal roofing shall be aluminum as specified in

Section 07 61 15.00 20

Reference Section 05 12 00, paragraph 1.4. AISC Quality Certification. Work shall be fabricated in an

AISC Category Std fabrication plant.

Will the steel fabrication be allowed in a Non-AISC Certified Fabrication shop and the steel will be fabricated per AISC Standards and Quality Control Procedures.

No.

RFP Drawings does not show any section type of the New Sheet Piles to be provided except for the existing pile which is a PZ27.

Please confirm if the same PZ27 will be provided for the new sheet piles if not provide a section profile.

See Sheet S-102.

Detail 3 on sheet P-402 shows eye wash station (ESH-1) beside fixtures L-1 and WC-1. However sheet

P-112 does not show any eyewash station outside of it.

Please clarify if there will be an eyewash station on the Pier Building.

See revised drawing P-112.

Reference Sheet P-002 Plumbing fixture schedule, sheets P-111 and P-112. Plumbing fixture schedule states to provide Cast brass hose bibb. The Hose bibb as shown on plumbing plans to be on the exterior. Please confirm if the required material for hose bibb needs to be stainless steel 316.

Provide material as indicated in the schedule.

Reference Sheet P-002 Plumbing fixture schedule, sheets P-111 and P-112. Please confirm if the instantaneous water heater enclosure needs to be stainless steel 316 material.

Provide material as indicated in the specifications.

Section 00 73 00, Appendix D, Requests for Information - 5

W9128A-16-B-0002

RFI # Question Issued Response

Reference sheet M-601. On the Air distribution schedule, the option materials for the Supply registers and Exhaust grilles are stainless steel OR aluminum anodized. Please confirm all registers and grilles need to be stainless steel 316.

See answer to RFI 43.

Reference sheets M-111, M-112, and M-601. Fan schedule states to provide Epoxy powder coating for marine environment for the Fans. Please confirm if the Fan enclosure materials needs to be stainless steel.

Provide material as indicated on the drawings and in the specifications.

Reference sheets M-111, M-112, and M-601. Please confirm if we need to provide phenolic / heresite coating on fan blades and fan motors.

Provide coating as indicated in the schedule.

Reference sheets M-111, M-112, and M-601 and Section 23 82 02.00 10, paragraphs 2.5.4 and 2.5.4.2.

Condensing outdoor units based on plans and specs shall be constructed of galvanized or aluminum sheet metal and galvanized and aluminum structural members.

Paragraph 2.5.4.2 states that outdoor cabinet shall be insulated and corrosion-protected structure.

Please confirm that condensing outdoor unit enclosure, structure, fan guards, bolts, nuts and washers needs to be of stainless steel 316 materials

Provide equipment and materials in accordance with the applicable drawings and specifications.

Please advise if the fire sprinkler pipes, fittings, valves and ancillaries needs to be stainless steel 316 materials since the general area of the Pier building and onshore buildings are not air conditioned.

Provide and install in accordance with Section 21 13 13, and drawings

FX501 and FX502.

Reference Section 01 90 00, paragraph 1.17 STAINLESS STEEL TYPE 316

All steel indicated on the drawings and specifications for construction in exterior and non-air conditioned spaces shall be stainless steel, type 316 conforming to ASTM

A240/A240M. This requirement shall supersede all requirements noted on other sections in this Project

Specifications and shall include but not limited to sheet metal, fasteners, screens, frames, etc. – Please confirm that this will supersede all architectural details requiring / specifying aluminum material such as the aluminum standing seam roofing, double walled aluminum coiling doors, aluminum doors on sst frame, window frames, aluminum fascia, gutters and spouts, pallet racks, and even toilet accessories.

This will also supersede other specified/detailed metals for bollards, chain link fencing and the like.

Section 01 90 00, paragraph 1.17 STAINLESS STEEL TYPE 316 requires all steel materials be stainless steel, not all metals. Aluminum is not steel.

Sheet A-302 shows a sectional detail with the 3 tier Pallet Racks noted as N.I.C. should bidders assume that all pallet racks are ‘Not included in Contact’ ?

Yes, see revised drawing A-501

Please advise if Client will provide temporary location for storage and or stockpiling of hazardous soils and waste. Please advise location on island.

See Section 01 90 00, Addendum 1, page 6, Spec Section 02 61 00 clarification.

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In response to Part 2.1.1 Pipe Pile (Section 31 62 16.19 Page 3): The specification refers to ASTM

A252, Grade 3 modified, with minimum Fy = 80 ksi. This is a very high minimum yield strength for pipe that will be difficult to source. Producing pipe with minimum yield strength 80 ksi will cause issues with forming and weldability. Please confirm if the owner will accept ASTM A252, Grade 3 modified, with minimum Fy = 60ksi in place of ASTM A252, Grade 3 modified, with minimum Fy = 80 ksi?

No, substitution is not acceptable.

Reference Sheet G-004. In an effort to start Phase B as soon as possible, the contractor would like to request the option to provide a new temporary warehouse facility located in the COSA area near Fac

602. The contractor would provide this temporary fully enclosed, metal framed, fabric covered, dome building with 6500 sq ft of covered space. Will USACE allow the pier building to be demolished, and construction work on Charlie, Delta and Echo berths to be performed concurrently with the construction of the new on-shore building if an adequate temporary storage facility is provided prior to demolition of the pier building?

See Section 01 90 00, Addendum 1, Phasing Guidelines, Phase A.

If a medical emergency involving a contractor’s employee or subcontractor’s employee occurs, during working or non-working hours, and requires emergency evacuation, will USAGKA cover the cost for the private charter Air Ambulance from Hawaii or Guam to / from Kwajalein?

No.

Reference clause K-14. Will KRS provide weekly trash pick-up or dumpster services to the Contractor

Living Support Area at cost to the Contractor?

Dumpster Service at the Living Support Area will be provided by KRS/USAG-

KA at no cost to the contractor.

Reference clause K-14. Is the contractor required to dispose daily trash, generated by the living support area, off island?

See answer to RFI 56.

Reference, Amendment 1, Page 15, Project Facilities. Page 15 of Amendment 1, titled “Project

Facilities” shows the approximate location for the Batch Plant. Please provide the location for potable water, electric and sewer, tie-in that will be used to service the Batch Plant Site.

See answer to RFI 7.

Reference, Amendment 1, Page 15, Project Facilities. Page 15 of Amendment 1, titled “Project

Facilities” shows the approximate location for the Life Support Area. Please provide the location for potable water, electric and sewer, tie-in that will be used to service the Life Support Area.

See Am-0003, Section 01 90 00, Addendum 1, Figure 1b.

Reference Sheet G-007. Assuming the contractor does NOT interfere with MATSON’S Scheduled container ships, will the contractor be allowed to use FOXTROT and BRAVO berths to unload and load contractor charted container ships and barges during phase B?

Bravo berths - NO.

Foxtrot berths - YES, subject to coordination with and approval from Marine

Operations and non-interference with container ship and mission requirements.

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Reference Sheet G-007. Assuming the contractor does NOT interfere with MATSON’S Scheduled container ships, will the contractor be allowed to use CHARLE, DELTA and ECHO berths to unload and load contractor charted container ships and barges during Phase C?

Charlie berths - NO.

Delta berths - NO.

Echo berths - YES, subject to coordination with and approval from Marine

Operations and non-interference with container ship and mission requirements.

Paragraph 3.1 of Section 01 74 19 says that, “clean concrete aggregate may be used as base-coarse fill.”

However, paragraph 1.1.C of Section 31 00 00 says that “Materials for select granular fill, granular material, rock fill, choke layer, bedding and sub-bedding, must be obtained from sources outside of

Kwajalein.”

Will USACE allow the contractor to crush the existing concrete deck and concrete piles to use as base course if the final crushed product meets the specification requirements?

See CD101, Civil Demolition Note 2.

Paragraph 3.1 of section 01 74 19 says that, “clean concrete aggregate may be used as base coarse fill.”

However, paragraph 1.1.C of section 31 00 00 says that “Materials for select granular fill, granular material, rock fill, choke layer, bedding and sub-bedding, must be obtained from sources outside of

Kwajalein.”

Will USACE allow the contractor to crush the existing concrete deck and concrete piles to use as rock fill if the final crushed product meets the specification requirements?

No.

Reference Section 31 00 00, paragraph 3.2.3. Please confirm that the choke layer between the rock fill and the lightweight fill can be placed in the wet.

See revised Section 31 00 00, paragraph 3.2.3.

Reference Section 31 00 00, paragraph 3.10.g. Please confirm that the contractor will not be required to compact the Choke Layer that is placed between the rock fill and the light weight fill.

Compaction is not required at this location.

Reference Section 31 00 00, paragraph 3.10.g. Please confirm that ALL backfill materials placed in the wet will NOT require compaction.

No, see Section 31 00 00, paragraph 3.10f for compaction and densification requirements.

Reference Section 03 31 29, paragraph 3.4. Will the contractor be allowed to remove the seawater in the cap beam forms via concrete displacement? I.E. will the contractor me allowed to place the marine concrete under water?

No.

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Specs Section 31 41 16 paragraph 3.2 Site Preparation says “After the existing piles are cut-off and prior to probing, predrilling, and sheet pile installation, the mudline at new sheet pile locations and areas to be backfilled shall be cleared of all existing pile debris, broken piles, cobbles, boulders, pipes, cables, tires, fenders, steel I-beams, metal sheets, anchors, anchor chain, ropes, debris, and obstructions.

Remove debris material for disposal off-island.

For bidding purposes, please provide the volume of pile debris, broken piles, cobbles, boulders, pipes, cables, tries, fenders, steel I-beams, metal sheets, anchors, anchor chain, ropes, debris and obstructions that we need to consider for disposal off-island?

Quantities will not be provided. Bidders should apply their own engineering and business judgment when developing their bid.

Also prior to disposal off-island said debris needs to be settled and dried in a containment berm or settling pond. Will the government provide a place where a settling or containment pond will be built?

Contract shall use areas provided for this project. See Am-0003 for revised

Addendum 1.

Reference Amendment 1, Section 00 73 00, Appendix B, Pre-bid Slides. During the Pre-bid

Conference and Site Visit last 3/17/16, attendees went to the proposed Life Support Area (mancamp) which is located approximately 60’ west of existing MATOC Contractors’ housing which was originally located north of existing MATOC Contractors’ housing (per original bid document). And attendees were told that the Government will issue an Amendment about this change of location.

On page 15 of 45 of Amendment 1, the location of Life Support Area is north of existing mancamp.

Please confirm if this is the final location of man-camp for Echo Pier project so can price accordingly.

See Am-0003, Section 01 90 00, Addendum 1, Figure 1.

71 Reference Sheet EL-101, Note 2. Please confirm the type of chain and thickness to be used.

The chain referenced in Notes 5 & 6 on Sheet EL-101 shall be as provided by or recommended by the luminaire manufacturer.

Reference Sheet CD-101. Civil Demolition Note no.4 requires a vacuum truck during removal of Fuel

Lines. Please advise if we are to turn over the fuel recovered from the lines to Government.

Disposal may be coordinated and paid for through the LSC contractor.

Reference Batchplant Area. New batchplant location per RFP require fencing as noted “Construction fencing required to protect airfield and other environmentally sensitive areas.” Are there special requirements for construction fencing close to an airfield? (ie; Foreign Object Debris management, dust control, fencing heights, etc). Will client provide specific details for construction fencing?

The fencing is a performance requirement to prevent FOD from entering the

Airfield. Fencing specifics will not be detailed. Provide fencing which will mitigate trash and debris from entering the Airfield.

Reference New Buildings. Bidder requests the option to replace the 8” thk CMU wall for the new buildings (On-shore and Pier Buildings) with 8” thk Concrete wall with the same Elastomeric finish coating as specified. Please advise if this is acceptable.

No, variation denied.

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Specs Section 03 30 00 Par 1.10 says “Testing to be performed by approved laboratories, no contractor employees permitted. All personnel shall be employed by the testing lab………”

If an existing Qualified Testing Laboratory on site meeting the requirements per Specs Section 01 45 04

Quality Control, Par 3.7.2 and owned by the contractor will the contractor be allowed to use the personnel under the Contractor’s Quality Control Program to perform testing?

Personnel meeting certification requirements may be used to perform testing. Include qualification documentation in the Quality Control Plan.

Reference Section 01 35 26, paragraph 1.7.1. Do all members of the safety team (to include

Technicians or Coordinators) need to be approved by the government or just submitted for information purposes?

This applies to all personnel identified in the Accident Prevention Plan with specific safety-related responsibilities.

Reference Section 09 97 13.27, paragraph 1.4.3.3. Is it the intention of this section to require the use of a third party independent CIH to provide support? Can SJC utilize a direct hire CIH to create the necessary plans and provide support during the contract period?

Yes.

Reference Section 01 35 26, paragraph 1.7. Is the reference to Certified Health Physicist intentional or is it meant to refer to a Certified Industrial Hygienist as one of the APP signatures required.

See revised specification provided with Am-0002.

Reference Section 00 73 00, Clause K-16. From the Army Corp Spec documents, are dependents permitted to accompany personnel under this contract?

No.

Reference Section 00 21 13, Clause S-19A. The EM 385-1-1 referenced is the 2015 NOVEMBER version. Is this the contract version of the EM 385-1-1 to be used for bidding purposes and field activities on this contract?

Nov 2015 is the date of the clause, not the date of the EM.

Reference Section 01 35 26, paragraph 1.1. The EM 385-1-1 referenced is the 2014 version. Is this the contract version of the EM 385-1-1 to be used for bidding purposes and field activities on this contract?

Yes

Reference Section 02 61 13, paragraph 1.2. The EM 385-1-1 referenced is the 2008 with changes. Is this the contract version of the EM 385-1-1 to be used for bidding purposes and field activities on this contract?

See answer to RFI 81.

Reference Section 09 90 00, paragraph 1.1. The EM 385-1-1 referenced is the 2008 with changes. Is this the contract version of the EM 385-1-1 to be used for bidding purposes and field activities on this contract?

See answer to RFI 81.

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Reference Section 01 57 20, paragraph 3.9. Is there a criteria to determine how many spotters are needed during the construction activity or is it at the contractor’s discretion and determination? Is there a definable period of time for “periodic” with regard to scanning outside the 154’ line?

Contractor must provide a sufficient number of observers to ensure that this requirement is met. As environmental and operational conditions and construction activities will vary daily during construction, the contractor shall monitor beyond the 154 foot demarcation line with sufficient periodicity and duration to maintain situational awareness.

Reference Sheets SS-101 and SS-102. Drawing Sheet # SS-101 is showing Bathymetric Contours of the mudline along Charlie and Echo Berths but are limited up to the berthing sides of each pier only. If available, please provide Bathymetric Contours of the mudline back to the existing CRM walls or existing sheet pile walls underneath the deck along Charlie and Echo Berths. If not available, please provide a mudline elevation to use on these areas for bidding purposes.

The requested information is not available. Bidders should apply their own engineering and business judgment when developing their bid.

Reference Sheet SD-101, SS-102. Drawing sheet #s SD-101 and SS-102 shows existing 20” x 20” concrete piles and concrete encased HP 12 x 53 piles to be extracted.

Are the concrete part of these piles allowed to be recycled and re-used as gravel fill if they are tested and found to be non-hazmat material?

See CD101, Civil Demolition Note 2.

Reference Sheet S-704. For the design of temporary bracing piles please provide pile design values based on the Conducted Geotechnical Surveys.

Design of temporary structures is the responsibility of the contractor.

Reference Sheet S-701. The existing CRM walls shown on sheet # S-701 are these grouted or just dry-stacked? Please confirm.

Construction of the CRM walls predates available record drawings. Method of construction is unknown.

Reference Section 00 45 00 – FAR 52.222-56 and Section 00 72 00 –FAR 52.222-50. FAR 52.222-56 para (b) states that the apparent successful Offeror shall submit, prior to award, a certification, as specified in paragraph (c). It is the government’s intent to have offerors provide this certification with our price proposals?

See FAR 52.222-56, paragraph b.

Reference Section 00 45 00 – FAR 52.222-56 and Section 00 72 00 –FAR 52.222-50. FAR 52.222-50 requires certification after award. If the successful offeror has submitted certification pre-award per FAR

52.222-56, would they still be required to submit post-award?

Comply with FAR 52.222-50 and 52.222-56.

Drawing Sheet #s S-011-S-014 is Titled On-Shore Building General Notes, Abbreviations, Observations

Tests and Inspections, Special Inspections respectively.

The Pier Building same as the On-Shore Building are CMU walls with structural steel roof framing, metal decking, and standing seam metal roofing.

Are these Sheets S-011, S-014 intended for both On-Shore and Pier Buildings?

Please confirm.

See revised drawings sheets S-011, S-012, S-013, and S-014.

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Specs Section 09 97 13.28 Par 3.2 says” Conform to AWWA C214. Inspection shall be performed by a

National Association of Corrosion Engineers (NACE) certified inspector.

Will this NACE certified inspector in the field requirement be waived and install the Tape Coating

System for tie-rods per manufacturer’s instructions to be inspected by a Civil or Structural QC specialist?

No, comply with the specification requirements.

Drawing sheet # SC-504 Detail is showing a 54” OD temporary mooring point.

Please confirm that there is no requirement for pile resistance and that the length required is exactly

110 ft. long?

Yes, install per plan.

Specs Section 31 62 16.19 Par 2.1.1 calls for pipe per ASTM A252, Grade 3 modified, with minimum

Fy=80 ksi.

This is not a grade that can be produced into a welded pipe. This specs is for seamless pipe. 54” OD must be welded and such a high yield creates problems in the forming and welding of pipes this size.

Can you please consider a reduction in the required minimum yield to 50 KSI with perhaps a thicker wall?

See answer to RFI 93.

Reference Sheet H-101. The hazmat report for AECOM is not included in the RFP plans. Please provide these hazardous materials survey reports for bid pricing.

The Hazardous Materials Survey Report and the Sediment Sampling and

Analysis Report were provided with Am-0002.

Reference Sheet H-101. Buildings 630 and 631 do not appear to have been included in the hazardous abatement plan on sheet H-101. Since these buildings are included to be demolished, are bidders to assume Buildings 630 and 631 as non- hazmat?

There is no requirement to demolish Buildings 630 or 631.

Reference Sheet A-201 and A202. The Onshore and Pier buildings have similar exterior wall finish call outs; “Concrete masonry unit with elastomeric coating”. The elevations on sheet A-201 and A-202 however show a plain painted finish for the Onshore building, while the Pier building shows a painted running masonry bond. Is the intent to have the Onshore building ‘plastered’ to have a smooth painted finish and the Pier building on painted ‘tooled joint masonry’ finish?

See revised drawings A-201 and A-202.

Reference Sheet A-112. Please clarify this note on architectural plans:

RF-1 - ALUMINUM STANDING SEAM

ROOFING O/ EXTERIOR SHEATHING

W/ SELF-ADHERING UNDERLAYMENT

O/ METAL DECK (HYDROSTATIC ROOFING SYSTEM)

What does O/ stand for? Should this be rephrased to:

RF-1 ALUMINUM STANDING SEAM ROOFING OVER EXTERIOR 5/8" TREATED PLYWOOD

SHEETING WITH SELF ADHERING UNDERLAYMENT OVER METAL DECK.

Is the Hydrostatic roofing system, comprise the system mentioned above?

1. See revised drawing A-112.

2. The Hydrostatic Roofing System is described in 07 61 14.00 20, paragraph 1.3.2.

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Reference Section 31 00 00, paragraph 1.3.17. Will the qualified diver be allowed to refill their air tanks on Kwajalein?

If yes, what is the price to refill one scuba tank?

The contractor may join and pay the SCUBA Club fee to refill tanks or coordinate and pay through the LSC support contractor.

Reference Sheet S-302, Detail C. Drawing C/S-302 is unclear if the contractor shall back fill over the tie rods with select fill, or light weight fill.

Please verify what fill type shall be placed over the tie rods and below the base course shown in C/S-

See revised drawing S-302.

Reference Sheet S-303, Detail H. Drawing H/S-303 is unclear if the contractor shall back fill over the section of tie rods, between the CRM walls, with select fill, or light weight fill. Please verify what fill type shall be placed over the tie rods and below the base course in the space between the CRM walls, as shown in H/S-303

See revised drawing S-303.

102 Reference Sheet SD-101. What is the elevation above MSL of the existing pier deck at berth DELTA? Elevation varies, see Boring Logs.

Sheet # S-301 is showing typical details of sheet pile coatings and note # 8 says “Coating limit for exterior surface is shown, coating on the interior surface and anchor wall is from top of pile to 10 ft.

below mudline.”

Since the pile cut-off elevations and the mudline elevations are not pre-determined at this time for bidding purposes please provide assumed length of piles to be coated for the interior and exterior sides for each type of piles (A, B, C, D, and E).

The requested information is not available. Bidders should apply their own engineering and business judgment when developing their bid.

Specs Section 01 90 00 Par 1.16 talks about working hours from 0730 to 1600 local time Tuesday through Saturday which translates to 8.5 hr/day x 5 days = 42.5 hrs work week.

Will the government be able to adjust the working hours to 10 hrs/day, 5 days/week or 50 hr. work week? Please confirm.

Yes, provided written request is submitted in advance. See Section 01 90

00, paragraph 1.16.

The project specification reference that all demolition shall comply with special environmental requirements in regards to asbestos containing material, disposal of lead and handling of lighting ballasts and lamps containing PCBs and mercury. Is there an abatement report for all demolition?

The Hazardous Materials Survey Report was provided with Am-0002.

It is unclear how the material from the demolition is to be classified as I’m unsure if it is considered hazardous or not? Is the sheetpile and timber piles considered hazardous, as the metal or timber piles may be coated with lead paint or some protective coating which might be considered hazardous?

See answer to RFI 105.

Is the sheetpile and timber piles considered hazardous, as the metal or timber piles may be coated with lead paint or some protective coating which might be considered hazardous?

See answer to RFI 105.

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108 In the drawing index, there is a listing of As-built drawings. Can we get access to these drawings? See answer to RFI 3.

For additional condition in the environmental section where it mentions that a 154 ft area beyond the pier…