W9128A-19-B-0001_Am-0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

FY18 MCA PN91742 Operational Readiness Training Complex (Barracks), Phase 1, Pohakuloa Training Area, Island of Haw aii, Haw aii

See Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9128A19B0001

X 9B. DATED (SEE ITEM 11)

28-May-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

Am-0004

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Jul-2019

CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9128A19B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0004)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages to the solicitation. Changes are marked in “*” asterisks.

Section 00 10 00 – Pages 1, 4

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

Section 00 60 00, Appendix A – Requests for Information (#15 through 46) Section 01 90 00, Attachment 9 – Notification of Demolition and Renovation Section 01 90 00, Attachment 10 – Inspection Report for Asbestos, Lead-Based Paint, PCBs and Chlordane by EnviroQuest dated December 2015

2. CHANGES TO DRAWINGS.

a. REVISED DRAWINGS. The following revised drawings replace like-numbered drawings and are issued

Sheet ID Mark Revision Date

GI001 4 07/03/19

GI005 4 07/03/19

CD101 4 07/03/19

C-501 4 07/03/19

AD101 4 07/03/19

AD102 4 07/03/19

AD103 4 07/03/19

AD104 4 07/03/19

AD105 4 07/03/19

A-001 4 07/03/19 A-002 4 07/03/19 A-101 4 07/03/19 A-105 4 07/03/19 A-106 4 07/03/19 A-108 4 07/03/19 A-301 4 07/03/19 A-503 4 07/03/19 A-504 4 07/03/19 A-505 4 07/03/19 A-506 4 07/03/19 S-101 4 07/03/19 S-103 4 07/03/19 S-104 4 07/03/19 S-105 4 07/03/19 S-106 4 07/03/19 S-301 4 07/03/19 S-302 4 07/03/19 S-303 4 07/03/19 S-304 4 07/03/19 S-305 4 07/03/19 S-501 4 07/03/19 S-502 4 07/03/19 S-508 4 07/03/19 S-510 4 07/03/19 S-511 4 07/03/19

W9128A19B0001

M-001 4 07/03/19 M-501 4 07/03/19 M-602 4 07/03/19 M-603 4 07/03/19 P-102 4 07/03/19 P-501 4 07/03/19

PS101 4 07/03/19

E-107 4 07/03/19 E-108 4 07/03/19 E-203 4 07/03/19 E-501 4 07/03/19

3. The bid opening date and time remains unchanged.

W9128A-19-B-0001

Section 00 10 00 – Page 1

SECTION 00 10 00

BID SCHEDULE

FY18 MCA PN091742 OPERATIONAL READINESS TRAINING COMPLEX, PH1,

POHAKULOA TRAINING AREA (PTA), ISLAND OF HAWAII, HAWAII

CLIN DESCRIPTION QUANTITY UNIT AMOUNT

BASE SCHEDULE

0001 Blocks A & B Facilities 1 JOB $_____________

0002 Contractor Manpower Reporting 1 JOB $_____________

TOTAL BASE SCHEDULE $_____________

NOTES TO BID SCHEDULE:

1. This procurement is a Small Business Set-Aside.

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

3. See Section 00 21 13, FAR 52.204-7 System for Award Management (Oct 2016), regarding registration in the SAM database. Failure to register in the SAM database will make the apparent low Bidder ineligible for award. Bidders must have and/or maintain an active registration with the System for Award Management (SAM) website. To register in SAM, go to http://www.sam.gov.

4. Each Bidder must submit the following documents. Failure to submit all required documents may result in the apparent low Bidder being considered non-responsive.

a. SF 1442 (pages 1 and 2) including acknowledging all amendments.

b. Bid Schedule

c. Bid Guarantee (See SF 1442, Block 13B and Clause No. 52.228-1, Bid Guarantee, in Section 00

72 00)

d. Section 00 45 00, Representations and Certifications

e. Section 00 45 00 - Representations & Certifications, Appendix A - SF LLL, Disclosure of

Lobbying Activities

5. All Bidders shall provide one (1) copy of the entire bid on a CD within seven (7) calendar days after the date of bid opening.

6. The magnitude of the construction project is between $10,000,000 and $25,000,000.

(Am-0004)

W9128A-19-B-0001

Section 00 10 00 – Page 4 incidental items necessary to complete the work. One (1) ea. Laundry (Building 121), will be paid for at the contract price, complete in place and ready for use, including new building structure, building electrical work, cleanup, demolition and removal of existing building structure, sitework, water, sewer, plumbing, exterior electrical work located outside of the 5 foot building line, cleanup, and all incidental items necessary to complete the work.

CLIN 0002 – Contractor Manpower Reporting

Provide a price for reporting ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for “FY18 MCA PN091742

OPERATIONAL READINESS TRAINING COMPLEX, PH1, POHAKULOA TRAINING AREA

(PTA), ISLAND OF HAWAII, HAWAII” via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year of contract/task order performance. Contractors may direct questions to the help desk at help desk at: http://www.ecmra.mil to review user manuals and gain an understanding about the data fields that will be included in the reporting structure that is hosted at http://www.ecmra.mil/.

(Am-0004)

FY18 MCA PN91742 Operational Readiness Training Complex (Barracks) Phase 1 Pohakuloa Training Area, Island of Hawaii, Hawaii

RFI # References Question Government Response 15 Sheet GI005 Disposal Site Note 4 states ‘THE CONTRACTOR SHALL COVER THE FINISHED

GRADE OF THE DISPOSAL AREA WITH 2" THICK SUITABLE MATERIAL FROM

THE QUARRY.’

At what frequency must the 2” cover be placed? Is one time at the end of the job sufficient or is this a ‘daily cover’ requirement?

See revised note on Sheet GI005, per Am-0004.

16 Specification 02 41 00 Page 6 states ‘1.7.1 Hawaii Requirements - Complete and submit Notification of Demolition and Renovation form . . .Copy of form is attached at end of this section.’

Form is not included please provide.

See Section 01 90 00, Attachment 9, per Am-0004 for Notification of Demolition and Renovation form.

17 SECTION 02 82 13.00

10 and Sheet GI004

No asbestos containing materials have been identified in the project and copies of the survey conducted by EnviroQuest are not included in the RFP. Please answer the following:

a) If previously unsampled suspect ACM is found will USACE be responsible for testing or will the Contractor be responsible? Would this be a change order or part of the contract?

b) If ACM is identified will abatement be considered part of the existing contract or would a contract change order be processed?

Per Sheet GI004, HAZMAT summary, Block A (Building 142A) is the only building that has been identified with ACM.

See Section 01 90 00, Attachment 10, per Am-0004. Per survey conducted by EnviroQuest, no further ACM is expected to be found in this project.

18 Please clarify how the bid must be delivered (i.e., email, hard copy, etc.), the RFP does not state.

See Standard Form 1442, Block 13A for specific information relating to submitting sealed bids.

19 Please clarify to which address the CD must be submitted. Is it the address in Box 7 of the RFP?

See Standard Form 1442, Block 7 for mailing address.

20 This project calls for a 2,840 Four Foot LED T8 Lamp, 18 Watts.

I do not know of any manufacture that meets this specification.

See notes on Revised Sheet E-501, per Am-0004.

21 Please clarify the depth of the concrete pipe and crushed rock fill under the lint trap interceptor on Sheet P-102

See Revised Sheet P-102, per Am-0004.

22 Sheet PS101 Sheet PS101 depicts the repair of permeable pavement as a result of the gas line trenching. Details of the existing paving were not provided. Will the USACE provide specifications and the correct pavement section for the permeable pavement at this repair location?

See note on Revised Sheet PS101 notes, per Am-0004.

23 Sheet PS101 Will the USACE provide details and specifications on repairing the permeable paving system of the fire lane after trenching for the gas piping on Sheet PS101, including the section depicting the existing paving?

See note on Revised Sheet PS101, per Am-0004.

Section 00 60 00, Appendix A

24 Sheet P-102 Sheet P-102 depicts concrete pipe and crushed rock under the lint trap interceptor.

Will the USACE clarify the depth of the concrete pipe and crushed rock fill under the lint trap interceptor on Sheet P-102?

See Revised Sheet P-102, per Am-0004.

25 Sheet M-501 A drywell is shown on detail M-501. Will the government clarify required drywell locations on the plan?

See Revised Sheet M-501, per Am-0004.

26 Sheet A505, Detail A2 Does the 4"X4" wood block at the roof edge have to be fire treated? See Revised Sheet A-505, Detail A2, per Am-0004.

27 Section 09 24 23 Please confirm spec section 09 24 23 Cement Stucco is to be applied at all “Smooth‐Face CMU” locations as per Drawing A‐002 Finishes. Please verify application of interior is approx. 8’‐8” and exterior is approx. 2’10”.

See additional notes on Revised Sheet A-503, Detail A3, per Am-0004.

28 Sheet S-501, Detail B4 Detail B4, Sheet S-501 specifies 4” thick Basaltic Termite Barrier under the new slabs. Per our pest control subcontractor, no one on the Big Island or Oahu still carries this product. Ameron used to manufacture this product but it no longer does. Will the Government provide a new detail and product for this application that is currently available on the market?

See Revised Sheet S-501, Detail B2, per Am-0004

29 Is Microsoft project program acceptable in lieu of Primavera? See Specification Section 01 32 00, Part 2, including Paragraphs 2.1, 2.1.2.1 and 2.1.2.2, per the original solicitation.

30 Sheet A-101 Plan A-101 – Under the Toilet Fixture & Accessory Legend: No. 5. Shower Curtain and Curtain Rods. This item is not called for in Section 10 28 13 – Toilet Accessories. Can we provide Shower Curtain and Hooks through the Toilet Compartment manufacturer? They can provide the hooks that’s integral with the overhead brace. A shower rod will be difficult to install on a 1” thick panel.

See additional notes on Revised Sheet A-506, per Am-0004.

31 On CLIN 0002 bid line item for proposal please clarify what is contractor manpower reporting?

See Revised Section 00 10 00, Pages 1 and 4, per Am-0004. Contractor Manpower Reporting has been deleted.

32 Sheet A-301, Detail C1 Sheet S-301, Detail B1

Regarding building 131/132A, section drawing seems not matched between structural (B1/ S-301)and architectural (C1/ A-301). Please indicate.

See Revised Sheet A-301, Detail C1, per Am-0004.

33 There are various finish materials above existing concrete, such as ceramic tile and rubber floor etc. Does contractor remove it?

See additional notes on Revised Sheets AD101 through AD105, per Am-0004.

34 In terms of structural drawing, project requires 4” thickness BTB. However, BTB is not available anymore. Manufacturer had stop making the BTB last December.

There can be an alternate as the termite control barrier system (Termimesh).

Please advise.

See Revised Sheet S-501, Detail B2, per Am-0004.

35 Sheet A-503, Detail A1 On drawing A1 / A-503, waterproofing is required near HB. Contractor may need to verify waterproofing coverage. Please indicate.

See additional notes on the following revised sheets per Am-0004:

Sheet A-101, Detail A2 Sheet A-106, Detail A1 Sheet A-108, Detail B1 Sheet A-503, Detail A1

36 Are there any salvaged items which are of historical purpose in this project?

Please confirm.

No salvaged items of historical purpose.

37 B1/P-501 shows tile floor, A-504 shows a finish of CT-1 for ceramic tile however there is no reference in the Architectural as to where this tile floor might be required. Drawing A506 shows a prefabricated terrazzo shower receptor. Please clarify if/where ceramic tile is required.

See Revised Sheet P501, Detail and Sheet A-504, per Am-0004.

38 Existing concrete slabs have various existing finishes. In some cases they are only sealed or painted in others they have flooring including some that appear to be epoxy coated or thin-set skim-coated. Whereas all floor finishes are specified as CONC-1 “Sealed Concrete” is the expectation that we are simply repairing cracks/defects, washing/preparing the surface and sealing the existing surface whatever it may be? Or will existing coatings be removed and the concrete resurfaced to facilitate sealing?

See additional notes on Revised Sheets AD101 through AD105, per Am-0004.

39 In reference to EFS or EIFS shown on page A-001 we find no other reference in the drawings as to where this should occur and request clarification if it is required in this phase of work.

See Revised Sheet A-001, per Am-0004.

40 Page A-002 notes interior walls of buildings painted over smooth face CMU and exterior walls to receive water repellent system over split-face CMU. Page A-510 refers to skim coat plaster finish on certain interior wall areas. It is not clear where this occurs or if the intent is to only apply paint over interior CMU walls. Please clarify whether the interior walls are to receive any skim coat plaster finish prior to painting and if this is the intended application of EFS or EIFS and where specifically this is to occur if at all.

See additional notes on Revised Sheet A-503, Detail A3, per Am-0004.

41 The existing concrete water tank and existing raised water tank (behind buildings 121 and 133) are referenced on sheet CD101 to be demolished as part of this contract, however, these items did not appear to be present during the site visit.

Please confirm that these items were previously removed and therefore will not be included in this contract.

See Revised Sheet CD101, per Am-0004.

42 General Note 1 on sheet A-002 indicates that the contractor is to provide materials and finishes to match the existing HQ building on site. In order to ensure an approved match to the existing, please provide the manufacturers utilized for materials and finishes from the basis of design and/or previous projects (i.e. CMU, windows, doors, louvers, standing seam metal roofing, soffit panels, etc.).

Contractor to follow the plans and specifications for this solicitation.

43 Please clarify Note 4 on sheet S-003. Are all new pipes and conduits for this project to be surface mounted or only embedded in new slabs and CMU walls?

The note is provided mainly to prevent damaging the existing concrete.

Conduits embedded in CMU and new slabs shall not interfere with reinforcing steel.

44 The COSA and Disposal Site Notes on sheet GI005 indicate that this contract will be required to share laydown and disposal areas with other concurrent contractors.

Notes on the same sheet refer to limits of 15,500 SF for construction laydown and another 15,500 SF for disposal areas. Please clarify if these area sizes are to be exclusive to this contract or if these specified areas will also be used by the other contractors?

15,500 SF of space will be available to this contract exclusively. However, fenced-in area will be shared with other contractors.

45 Specification section 31 00 00 paragraph 2.6 indicates that the contractor can utilize the PTA quarry for certain fill materials. Are the listed material quantities minimum guaranteed amounts available to the contractor or available maximums for this contract?

Specified GFM are maximum quantities.

46 Can the site visit sign in sheet be provided? See Section 00 60 00, Attachment A for site visit sign in sheet, per Am-0001.