W9128A-18-B-0002_Am-0003.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

See Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9128A18B0002

X 9B. DATED (SEE ITEM 11)

01-Feb-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer 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.

Am-0003

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

6. ISSUED BY

3. EFFECTIVE DATE

3-Apr-2018

CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9128A18B0002 Am-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0003)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages/paragraphs to the solicitation. Changes are marked in “*” asterisks or indicated in bold.

Standard Form 1442 – Page 1 Section 00 10 00 – Page 2, 3 Project Table of Contents - Page 1 Section 03 30 00.00 10 – Paragraphs: 1.3, 1.5 Section 03 35 00.00 10 – Paragraph: 1.2 Section 03 39 00.00 10 – Paragraphs: 1.2, 2.3.1, 2.3.2, 3.2.2 Section 04 20 00 – Paragraphs: 1.1, 1.2 Section 05 12 00 – Paragraph: 1.1 Section 05 30 00 – Paragraphs: 1.1, 1.2 Section 05 40 00 – Paragraph: 1.1 Section 08 51 13 – Paragraph: 2.2.1 Section 08 71 00 – Paragraph: 1.2 Section 08 91 00 – Paragraph: 1.2 Section 09 29 00 – Paragraph: 1.1 Section 13 34 19 – Paragraph: 1.1 Section 13 48 00.00 10 – Paragraph: 1.3 Section 22 00 00 – Paragraphs: 1.1, 1.2 Section 32 12 15.13 – Paragraph: 1.1.2 Section 32 12 16 – Paragraph: 1.1.1 Section 32 13 11 – Paragraph: 1.1.2.1

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

Section 00 72 00, Attachment A Section 01 62 35 Section 03 20 00.00 10 Section 08 11 16 Section 09 90 00

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

Section 00 60 00, Appendix C – Special Contracting Requirements Section 00 60 00, Appendix D – Site Visit Attendance Roster Section 00 72 00, Attachment A Section 01 33 29, Attachment 2 Section 03 20 00.00 10 Section 08 11 16 Section 09 90 00

2. CHANGES TO DRAWINGS

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

Sheet ID Sheet Number Mark Revision Date G-001

GI001

GI002

3/9/18 3/9/18

CD102

CD203

CD205

CD207

C104 C106 C108 C124 C137 C138 C151 C152 C153 C154 C501 C515 C516 C517 S131 S151 S503

A-120 A-121 A-150 A-420 A-421 A-601 A-603 A-605 A-607 A-801 A-803 A-805

FA-121

FA-131

FA-132

FA-621

FA-631

P-601 P-901 M-121 M-601 M-603 M-605

3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18 3/9/18

b. DELETED DRAWINGS. The following drawings previously issued are deleted in their entirety.

Sheet ID Sheet Number Title

C111 43 of 410 Hush House – General Site S551 136 of 410 Hush House – Foundation Sections S552 137 of 410 Hush House – Foundation Sections

c. NEW DRAWINGS. The following new drawings are issued herewith.

Sheet ID Sheet Number: Title GI002a 3a of 410 Index to Drawings 3 of 3 CD210 31a of 410 Hush House – Erosion Control and Demolition and Removal Plan C111a 43a of 410 Hush House – General Site Plan C155 65a of 410 Hush House – Striping Plan C165 70a of 410 Hush House – Jointing Plan C502 78a of 410 Pavement Sections – Hush House C519 86a of 410 Miscellaneous Details - 9 C520 86b of 410 Miscellaneous Details - 10 S152 122a of 410 Hush House – Misc Foundation Plans S153 122b of 410 Hush House – Slab-on-grade plan S154 122c of 410 Hush House – Joint plan and suggested placement sequence P-150 265a of 410 Plumbing Plan – Hush House P-151 265b of 410 Sewer Detail – Hush House P-152 265c of 410 Detail – Hush House

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

X

COLIN K WAKI 808-835-4393

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

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

NEGOTIATED

01-Feb-2018

(RFP)

(IFB)

CALL:

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

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

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

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

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

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the work required are due at the place specified in Item 8 by ___________ local time ______________ 01 May 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 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

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

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

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

FAX: TEL: TEL: FAX:

W9128A18B0002 90

(Am-0003)

W9128A-18-B-0002

Section 00 10 00 – Page 2

3. Award will be based on the Base Schedule only. See Section 00 21 13, FAR Provision 52.217-3, Evaluation Exclusive Of Options.

4. By submission of a price under OPTIONS, the Bidder agrees that the Government may exercise the OPTION(S) at the time of award, or at any time within 180 calendar days following the date of the award of the basic contract.

5. See Section 00 21 16, DFARS Clause 252.204-7004 Alternate A, System for Award Management (FEB 2014) and 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.

6. Pending Issue:

The Government notifies all Bidders that the DoD Explosives Safety Board (DDESB) approval is still pending. No construction can begin before DDESB approval is obtained.

The Government notifies all Bidders that the DoD Explosives Safety Board (DDESB) approval has been obtained; however, there are other ongoing issues. The awarded contractor will not be allowed on the construction site for ninety (90) calendar days after Notice to Proceed is acknowledged

7. Small Business Subcontracting Plan (applies if the Bidder is other than a small business concern):

In accordance with Section 00 72 00, FAR Clause 52.219-9, Small Business Subcontracting Plan, the apparent low bidder shall submit the Small Business Subcontracting Plan NO LATER THAN seven (7) working days after the bid opening date.

The apparent low Bidder may fax the plan to (808) 835-4395 or (808) 835-4396. Failure to submit the Small Business Subcontracting Plan in a timely manner may cause the apparent low Bidder to be considered non-responsive.

The following are the subcontract goals:

1) 23% of subcontract amount with small businesses

2) 11.5% of subcontract amount with small disadvantaged businesses

3) 5% of subcontracted amount with women-owned small businesses

4) 3% of subcontracted amount with HUBZone small businesses

5) 2% of subcontracted amount with veteran-owned small businesses

6) 1.5% of subcontracted amount with service disabled veteran-owned small businesses

A sample Small Business Subcontracting Plan has been included as an attachment to Section 00 21 13.

8. Each Bidder must submit the following documents. Failure to submit all required documents may result in the apparent low Bidder being ineligible for award.

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

Section 00 10 00 – Page 3

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

9. 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.

10. The micropile quantities and the 40 foot length are identified in Drawing S503. If the actual required quantities and lengths, as finally approved by the Contracting Officer or authorized representative, are materially different from what was identified in Drawing S503, the Government will negotiate an equitable adjustment (increase or decrease to the contract price).

Unanticipated conditions encountered during construction may necessitate quantities of work that vary from that shown on the drawings. To minimize delays associated with encountering unanticipated conditions during construction, provide a unit price for each of the following items. If unanticipated conditions are encountered during construction, promptly notify the Contracting Officer that such a condition has been encountered, describe the condition encountered, and provide a listing of which the following items may be necessary. Upon notification, the Contracting Officer will promptly investigate the matter, and if necessary, may issue a Change Order directing the Contractor to proceed with any or all of the required items. Bidders are advised the following unit prices will not be part of the contract, but are a starting point for initiating the change order process.

DESCRIPTION UNIT UNIT PRICE

1) Micropiles – Additional Length LF $___________

2) Micropiles – Omitted Length LF $___________

11. The magnitude of the construction project is between $25,000,000 and $50,000,000.

12. Request for Information (RFIs) must be submitted no later than April 19, 2018, 2:00 PM Hawaii Standard Time. The Government Points of Contact for RFIs are as follows:

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

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

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

Section 00 60 00, Appendix C – Page 1

Section 00 60 00, Appendix C - Special Contracting Requirements

Solicitation Provisions

S-19A U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385- 1-1 (Nov 2014)

This paragraph applies to contracts and purchase orders that require the contractor to comply with EM 385-1-1 (e.g., contracts that include the Accident Prevention clause at FAR 52.236-13 and/or other safety provisions.) EM 385-1- 1 and its changes are available at the following web site:

http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

Per EM 385-1-1 (latest version) Contractors shall ensure timely accident reporting is strictly adhered to. PODR 265 will be completed within 24 hours of all accidents (excluding first aid injuries). ENG 3394 forms will be completed within 5 days of lost time accident and forwarded to the Contracting Officer or Contracting Officer Representative.

All accidents will be reported through the Honolulu Engineer District Safety Office, (808) 835-4009 within 24 hours of the incident.

[End of Statement]

S-19.1 APPROVAL OF SUBCONTRACTING PLAN

If the Contract Clause in this solicitation entitled "Small Business Subcontracting Plan" or its Alternate I or II applies, no award will be made until the subcontracting plan under the stated clause is approved.

S-19.3 SMALL DISADVANTAGED BUSINESS GOAL FOR SMALL BUSINESS SUBCONTRACTING

PLAN

When a small business subcontracting plan is required by FAR clause entitled, “SMALL BUSINESS SUBCONTRACTING PLAN”, the minimum goal that will be accepted for subcontracting with Small Disadvantaged Business is five percent (5%).

S-28.1 EXECUTION OF BID BOND (AUG 1994)

If the bidder's name and address on the bid form (Standard Form 1442) and those on the bid bond form (Standard Form 24) are different from each other, the bid may be rejected as nonresponsive. Accordingly, for its own protection, each bidder shall see to it that the name and address on both forms are identical.

S-28.2 PENAL SUM AND FORM OF BID BOND

Each bidder shall submit with its bid a separate Bid Bond (Standard Form 24) with good and sufficient surety or sureties acceptable to the Government, or other security as provided in contract clause entitled "BID

Section 00 60 00, Appendix C – Page 2

GUARANTEE", in the CONTRACT CLAUSES section of the solicitation. The bid bond penalty may be expressed in terms of a percentage of the bid price or may be expressed in dollars and cents.

Failure to submit a bid guarantee by the time set for opening of bids may be cause for rejection of a bid, except as provided in "LATE SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS" of this solicitation.

[FAR 28.101-2]

S-28.3 PENAL SUM AND FORM OF BID GUARANTEE

Each offeror shall submit with its offer a separate bid guarantee using Standard Form 24, Bid Bond, with good and sufficient surety or sureties acceptable to the Government, or other security as provided in the clause entitled BID GUARANTEE in the CONTRACT CLAUSES section. This security shall be in the form of twenty percent (20%) of the offered price or three million dollars ($3,000,000), whichever is less. The penal sum of the bond may be expressed in terms of a percentage of the offered price or may be expressed in dollars and cents.

Failure to submit a bid guarantee by the time and date set for receipt of proposals may be cause for rejection of a proposal, except as provided in provision 52.215-1, Instructions to Offerors--Competitive Acquisition.

S-36.2 MAGNITUDE OF THE PROPOSED PROJECT [FAR 36.204]

(a) Physical Characteristics:

This design-bid-build project is to construct a fully designed aircraft shelter, parking apron, taxiway for thirteen (13) F-22 aircraft, stripping, asphalt paving, aircraft Hush House foundation, Portland Cement Concrete (PCC) pavement structure, hot mix asphalt shoulders, alter crew quarter building, sentry aloha building, entry control point building, security fences and gates, parking lot lighting, airfield and taxiway lightings, security fencing, lighting, gates, generator, demolition, grading, pavement markings, grounding points, tie downs, airfield lighting, relocation of existing utilities, and new utilities power, a/c systems, water, storm drain, sewer systems, communications voice and data, fire hydrant system, and miscellaneous appurtenances and system control to include 3rd party certification, commissioning of mechanical components, O&M manuals, etc.

(b) Estimated Price Range: The estimated price range of this work is:

Project magnitude is $25,000,000 to $50,000,000.

S-36.18 ACCIDENT PREVENTION PLAN (DEC 1998)

Within 15 days after receipt of Notice of Award of the contract, and at least 7 days prior to the preconstruction conference, four copies of the Accident Prevention Program shall be submitted to the Contracting Officer for review and acceptance. The program shall consist of the following forms and documents:

(a) An executed POD Form 248-R Rev (1 Jun 98), Accident Prevention Program, Administrative Plan.

(b) An executed POD Form 184-R Rev (16 Oct 98), Activity Hazard Analysis. (At the Contracting Officer's discretion, the Contractor may submit its Activity Hazard Analysis only for the first phase of construction provided that it is accompanied by an outline of the remaining phases of construction. All remaining phases shall be submitted and accepted prior to the beginning of work in each phase.)

Section 00 60 00, Appendix C – Page 3

(c) A copy of company policy statement of accident prevention and any other guidance statements normally provided new employees.

Contractor shall not commence physical work at the site until the program has been accepted by the Contracting Officer, or his authorized representative. In developing and implementing its Accident Prevention Program, the Contractor is also responsible for reviewing Section 1 of the most current edition of US Army Corps of Engineers Safety and Health Requirements Manual, Engineer Manual 385-1-1. [See paragraph entitled, SAFETY STANDARDS, in Section 00800]

S-36.33 NOTIFICATION TO OFFERORS – ACCESS TO MILITARY INSTALLATIONS (JULY 2004)

All vehicle operators must be prepared to provide a valid driver’s license, vehicle registration, certificate of insurance and current safety inspection to the security guard prior to entry to the Installation. Offerors should anticipate a delay in entering the Installation and allow sufficient time when attending a site visit or pre-proposal conference or hand delivering an offer.

52.214-5000 APPARENT CLERICAL MISTAKES.

ARITHMETIC DISCREPANCIES

(a) For the purpose of initial evaluations of bids, the following will be utilized in the resolving arithmetic discrepancies found on the face of bidding schedule as submitted by the bidder:

(1) Obviously misplaced decimal points will be corrected;

(2) Discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected;

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) For the purpose of bid evaluation, the government will proceed on the assumption that the bidder intends his bid to be evaluated on basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

S-102 CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, Section 00 60 00, Appendix C – Page 4 processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations. When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://www.rmssupport.com/guides.aspx) for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.

All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.

Contract Clauses

S-8 UTILITY OUTAGES

Utility outages shall be as hereinafter specified, unless otherwise indicated or specified. Interruptions to existing utilities shall be held to a minimum. Outages to facilitate connections to existing systems shall be scheduled to take place during periods of minimum demand. The Contractor shall submit a planned schedule of outages to the Contracting Officer for proper coordination with existing facilities, and shall notify the Contracting Officer in writing not less than thirty (30) days in advance of the intended interruptions. Planned schedule of outages shall include specific dates, times, and anticipated duration of proposed outages. In the event the proposed outages interfere with station operations, the Contracting Officer will consider or offer alternate dates and/or times. Outages may be permitted during off-peak hours, hours of darkness, weekends, and holidays, at no additional cost to the Government. Work shall be planned to minimize outages. No utility outage will be permitted until the Contractor receives written approval from the Contracting Officer.

S-17.1 OPTION FOR INCREASED SCOPE -- SEPARATELY PRICED LINE ITEM (JAN 2006)

The Government may require the construction of the numbered line item(s), identified in the bidding schedule as

(an) option item(s), at the price stated. The Contracting Officer may exercise the option(s) at time of award or by written notice to the Contractor within 180 calendar days from time of award. Performance period(s) for the option(s) will be identified in the FAR clause entitled COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK, in Section 00700.

Section 00 60 00, Appendix C – Page 5

S-19 SAFETY STANDARDS (NOV 2003)

a. The successful offeror will be required to comply with Chapter 396 of the Hawaii Occupational Safety and Health Act (OSHA) standards and Title 12 Department of Labor and Industrial Relations, Subtitle 8 Division of Occupational Safety and Health, Part 2 General Industry Standards as well as with the Corps of Engineers Manual 385-1-1, Safety and Health Requirements Manual. [Title 29, CFR, Chap 18, Part 1910 (OSHA)]

b. The successful offeror shall attend the Honolulu District’s Effective Planning in Accident Prevention Training Course held quarterly or view the course video within 60 days after award of the contract. Confirmation of having taken the course shall be forwarded to the Contracting Officer Representative by a letter signed by the President of the Company.

S-28.7 REQUIRED INSURANCE (Aug 2004)

The minimum insurance requirements, pursuant to Section 00700, Contract Clause, "INSURANCE - - WORK ON A GOVERNMENT INSTALLATION" of this contract, are:

Workers' Compensation and Employer's Liability Insurance - Minimum coverage of $100,000.

Comprehensive General Liability Insurance - Minimum coverage of $500,000 per occurrence.

Automobile Liability Insurance

(1) Bodily Injury: Minimum coverage of $200,000 per person and $500,000 per occurrence.

(2) Property Damage: Minimum coverage of $20,000 per occurrence.

The Contractor shall insert the substance of this clause in subcontracts under this contract that require work on a Government installation.

The Certificate Holder for both the Prime’s and Subcontractors' Certificates of Insurance shall be the U.S. Army Engineer District, Honolulu, Fort Shafter, Hawaii 96858-5440. [FAR 28.306 and 28.307-2]

S-28.8 PERFORMANCE AND PAYMENT BONDS (OCT 1995)

Within fourteen (14) calendar days after the date of contract award, the bidder to whom award is made shall furnish the Government with two bonds, each with good and sufficient surety or sureties acceptable to the Government;

namely, a Performance Bond (Standard Form 25) and a Payment Bond (Standard Form 25-A).

Any bonds furnished will be furnished by the Contractor to the Government prior to issuance of a Notice to Proceed by the Government. [FAR 28.102-3]

Section 00 60 00, Appendix C – Page 6

S-36.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled DEFAULT (FIXED-PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

2. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 5-DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 5 6 4 3 3 3 4 3 5 4 7

3. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph 2, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled DEFAULT (FIXED-PRICE CONSTRUCTION). [ER 415-1-15, 31 Oct 89]

S-36.7 IDENTIFICATION OF EMPLOYEES

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. All prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon the release of any employee. When required by the Contracting Officer, the Contractor shall obtain and submit fingerprints of all persons employed or to be employed on the project.

S-36.8 GROUND-FAULT CIRCUIT INTERRUPTERS

Ground-fault circuit interrupters for all 125-volt single phase 15- and 20-ampere receptacle outlets which are not part of the permanent wiring of the building or structure shall be provided by the Contractor in accordance with Section 305-6 of the 2008 or latest edition National Electrical Code.

Section 00 60 00, Appendix C – Page 7

S-36.11 POSTERS AND NOTICES

Wage Rate, Equal Employment Opportunity, and Nondiscrimination in Employment Posters and Notices will be provided to the Contractor by the Contracting Officer. The Contractor shall mount these posters and notices, together with the wage determination decision, under weatherproof, transparent, protective covering, in one or more conspicuous places, as approved, and readily available to employees.

S-36.12 PROJECT SIGN (March 2007)

Two (2) project signs shall be fabricated and erected at a location designated by the Contracting Officer. The signs shall be constructed as shown in EP 310-1-6a, dated 01 Jun 06, pages 16-1 thru 16-4, copy of which is provided at the end of this section (Attachment 1). The signs shall be erected as soon as possible and within 15 days after the date of notice to proceed. Upon completion of the project, the sign shall be removed and disposed of.

S-36.17 EQUIPMENT EXPENSE RATES IN NEGOTIATED ACTIONS (MAR 2005)

Whenever a contract or modification of contract price is negotiated, the Contractor's cost proposals for equipment ownership and operating expenses shall be determined in accordance with the requirements of Special Contract Requirements statement, entitled "EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE," of this solicitation. EP 1110-1-8 "Construction Equipment Ownership and Operating Expense Schedule" is available at http://www.usace.army.mil/inet/usace-docs/eng-pamphlets/ep1110-1-8(vol10)/toc.htm for State of Hawaii (Region

10) and at http://www.usace.army.mil/inet/usace-docs/eng-pamphlets/ep1110-1-8(vol12)/toc.htm for Kwajalein Island, Roi-Namur Island, and Meck Island (Area 12), including Guam, American Samoa, and Johnston Island).

[FAR 31.105(d)(2)(i) and EFARS 31.105(d)(2)(i)(b)].

S-36.20 PERFORMANCE OF WORK BY THE CONTRACTOR - DEFINED (NOV 1998)

(a) "Work," means physical work activities, involving any of the trades required to directly place the construction required by the contract. It also includes physical activities that directly support the work, such as: (1) warehousing; (2) maintenance of equipment; (3) procurement and transportation of supplies or construction materials to the site for use by the contractor; (4) procuring, transporting and providing equipment for use by the contractor; (5) logistical activities that directly support the contractor's employees; and (6) similar activities. The meaning of the term does not include: (1) physical work performed by subcontractors; (2) procurement and transportation of supplies or construction materials to the site for use by subcontractors; (3) procuring, transporting and providing equipment for use by subcontractors; logistical activities undertaken by subcontractors for the benefit of contractor or subcontractor employees; (4) superintendence, quality control, clerical or similar activities; or (5) other activities of a similar nature.

Work will be quantified in terms of its monetary cost to the contractor, and will be compared to the total direct costs that the contractor incurs in performing the contract.

(b) "On the site" means the area within the construction limits depicted or described in the contract drawings or specifications. Activities such as transportation, maintenance and logistics that take place outside of the construction limits depicted or described are still "on the site," if in direct support of activities within the construction limits.

Section 00 60 00, Appendix C – Page 8

(c) "The contractor's own organization" means those individuals who are employed and paid by the contractor, whether full or part time. If a joint venture or partnership, members (and their paid employees) of the joint venture or partners are considered part of "the contractor's own organization." If a corporation, wholly-owned subsidiary elements of the corporation and their paid employees, are considered part of "the contractor's own organization."

Any individual who is employed or paid, even on an occasional basis by an entity other than the contractor (such as a subcontractor), or any subcontractor or supplier to the contractor, is not considered part of "the contractor's own organization."

S-36.21 AVAILABILITY AND USE OF UTILITY SERVICES (JAN 2006)

(a) The Government will make all reasonably required amounts of utilities available to the Contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed shall be charged to or paid for by the Contractor at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. The Contractor shall carefully conserve any utilities furnished without charge.

(b) The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of each utility used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

(c) Schedule of utilities available from the Government without charge: Water and Electricity

52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE.

EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995) — EFARS

(a) This clause does not apply to terminations. See 52.249-5000, Basis for settlement of proposals and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region [insert Roman numeral for the appropriate region of the schedule]. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the small purchase threshold, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

(End of clause)

Introduction: Construction Project Signs EP 310-1-6a 01 Jun 06

16-1

The use of signs to identify Corps managed or supervised design, construc-tion, and rehabilitation projects - both for military and civil works - is an important part of efforts to keep the public informed of Corps work. For this purpose, a construction project sign package has been adopted. This package consists of two signs: one for project identification and the other to show on-the-job safety performance of the contractor.

These two signs are to be displayed side by side and mounted for reading by passing viewers. Exact placement location will be designated by the contracting officer’s representative.

The panel sizes and graphic formats have been standardized for visual consistency throughout all Corps operations.

Panels are fabricated using HDO plywood or aluminum with dimensional lumber uprights and bracing. The sign faces are nonreflective vinyl.

All legends are to be die-cut or computer-cut in the sizes and typefaces specified and applied to the white panel back-ground following the graphic formats shown on pages 16-2 and 16-3. The Communication Red panel on the left side of the construction project sign with Corps Signature (reverse version) is screen-printed onto the white back-ground.

A display of these two signs is shown on the following two pages. Mounting and fabrication details are provided on page 16-4.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

Section 00 60 00, Appendix C, Attachment 1 - Page 1

Construction Project Identification Sign

16-2

EP 310-1-6a 01 Jun 06

Below are two samples of the Construc-tion Project Identification sign showing how this panel is adaptable for use to identify either military (top) or civil works projects (bottom). The graphic format for this 4’x 6' sign panel follows the legend guidelines and layout as specified below.

The large 4’x 4' section of the panel on the right is to be white with black legend.

The 2’x 4' section of the sign on the left with the full Corps Signature (reverse version) is to be screen-printed Commu-nication Red on the white background The designation of a sponsor in the area indicated is optional with Military or Civil Works construction signs. Signs may list one sponsoring entity. If agreement on a sponsor designation cannot be achieved, the area should be left blank.

This sign is to be placed with the Safety Performance sign shown on the following page. Mounting and fabrication details are provided on page 16-4.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

Legend Group 1: One- to two-line description of Corps relationship to project.

Color: White Typeface: 1.25" Helvetica Regular Maximum line length: 19”

Legend Group 2: Division or District Name (optional). Placed below 10.5” reverse Signature (6” Castle).

Color: White Typeface: 1.25" Helvetica Regular

Legend Group 2a: One- to three-line identifica-tion of Military or Civil Works sponsor (optional). Place below Corps Signature to cross-align with Group 5a-b.

Color: White Typeface: 1.25" Helvetica Regular Maximum line length: 19"

Legend Group 3: One- to three-line project title legend describes the work being done under this contract.

Color: Black Typeface: 3" Helvetica Bold Maximum line length: 42"

Legend Group 4: One- to two-line identification of project or facility (civil works) or name of sponsoring department (military).

Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Cross-align the first line of Legend Group 4 with the first line of the Corps Signature (US Army Corps) as shown.

Legend Groups 5a-b: One- to five-line identification of prime contractors including:

type (architect, general contractor, etc.), corporate or firm name, city, state. Use of Legend Group 5 is optional.

Color: Black Typeface: 1.25" Helvetica Regular Maximum line length: 21"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown. Letter- and word-spacing to follow Corps standards as specified in Appendix D.

Sign Legend Panel Post Specification Mounting Color Type Size (A) Size Size Code Height Bkg/Lgd

CID-01 various 4’x6’ 4”x4” HDO-3 48” WH-RD/BK

4.5” 2”

6.25”

10.5”

2.5”

3” 3” 42” 3”

6”

4.5”

4.5”

6”

2.25”

9.5”

1.875” 1.875” 1.875” 1.875”

7.75”

3” 21” 1” 21” 2”

Section 00 60 00, Appendix C, Attachment 1 - Page 2

Safety Performance Sign EP 310-1-6a

16-3

Each contractor’s safety record is to be posted on Corps managed or supervised construction projects and mounted with the Construction Project Identification sign specified on page 16-2.

The graphic format, color, size and type-faces used on the sign are to be repro-duced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend groups 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety perfor-mance record.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

Legend Group 1: Standard two-line title “Safety is a Job Requirement” with 8” (outside diameter) Safety Green first aid logo.

Color: To match Pantone system 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 3: One- to two-line identifica-tion: name of prime contractor and city, state address. Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 4: Standard safety record captions as shown.

Color: Black Typeface: 1.25” Helvetica Regular

Replaceable numbers are to be mounted on white .060 aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5" x 4.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown. Letter- and word-spacing to follow Corps standards as specified in Appendix D.

3” 33.030” eq. 8” eq.

6”

4.5”

10.5”

2.25” 3”

2.25” 3”

4.875”

4.875”

6.75”

4.875” .75” 4.875”

4.5”

3”

3” 42” 3”

2.25” 2.25” 2.25” 2.25”

.75”

3”

.75”

Sign Legend Panel Post Specification Mounting Color Type Size (A) Size Size Code Height Bkg/Lgd

CID-02 various 4’x4’ 4”x4” HDO-3 48” WH/BK-SG

Section 00 60 00, Appendix C, Attachment 1 - Page 3

Fabrication and Mounting GuidelinesEP 310-1-6a

16-4

All Construction Project Identification signs and Safety Performance signs are to be fabricated and installed as de-scribed below. The signs are to be erected at a location designated by the contracting officer representative and shall conform to the size, format, and typographic standards shown on pages16-2 and 16-3. Detailed specifica-tions for HDO plywood panel preparation are provided in Appendix B.

Shown below the mounting diagram is a panel layout grid with spaces provided for project information. Photocopy this page and use as a worksheet when preparing sign legend orders.

For additional information on the proper method to prepare sign panel graphics, contact the district Sign Program Manager.

The sign panels are to be fabricated from .75" High Density Overlay Plywood. Panel preparation to follow HDO specifications provided in Appendix B.

Sign graphics to be prepared on a white nonreflective vinyl film with positionable adhesive backing.

All graphics except for the Communication Red background with Corps Signature on the project sign are to be die-cut or computer-cut nonreflective vinyl, prespaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on pages 16-2 and 16-3.

The 2’x 4’ Communication Red panel (to match Pantone system 032) with full Corps Signa-ture (reverse version) is to be screen-printed on the white background. Identification of the district or division may be applied under the signature with white cut vinyl letters prepared to Corps standards.

Drill and insert six (6) .375" T-nuts from the front face of the HDO sign panel. Position holes as shown. Flange of T-nut to be flush with sign face.

Apply graphic panel to prepared HDO plywood panel following manufacturers’ instructions.

Sign uprights to be structural grade 4" x 4" treated Douglas Fir or Southern Yellow Pine, No.1 or better. Post to be 12' long. Drill six (6) .375" mounting holes in uprights to align with T-nuts in sign panel. Countersink (.5") back of hole to accept socket head cap screw (4" x .375").

Assemble sign panel and uprights. Imbed assembled sign panel and uprights in 4' hole.

Local soil conditions and/or wind loading may require bolting additional 2" x 4" struts on inside face of uprights to reinforce installation as shown.

48”

48”

18”

Construction Project Identification Sign Legend Group 1: Corps Relationship 1.

2.

Legend Group 2: Division/District Name 1.

2.

Legend Group 3: Project Title 1.

2.

3.

Legend Group 4: Facility Name 1.

2.

Legend Group 5: Contractor/A&E 1.

2.

3.

4.

5.

Safety Performance Sign Legend Group 2: Project Title 1.

2.

Legend Group 3: Contractor/A&E 1.

Legend Group 2a: Military/Civil Works Sponsor 1.

2.

Legend Group 5b: Contractor/A&E 1.

2.

3.

4.

5.

Section 00 60 00, Appendix C, Attachment 1 - Page 4

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FY16 MCAF RNMD043004 F‐22 Fighter Alert Facility

Joint Base Pearl Harbor‐Hickam (JBPHH), Oahu, Hawaii

30 March 2018

Attended Name Company

Y Allen, Bradley RAASS Brothers, Inc.

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Y Asuncion, Jonathan Index Builders Inc.

Y Au, Elton Nordic PCL Construction, Inc.

Badua, Rolland Hawaiian Dredging Construction Co.

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Beck, Kevin DMS Inc.

Billena, Merlyn Hawaiian Dredging Construction Co.

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