sf30-20b1-am2.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-0002 12 Mar 2020

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-20-B-0001 X

9B. DATED (SEE ITEM 11)

02/14/2020

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

Honolulu Harbor Maintenance Dredging, Honolulu, Island of Oahu, State of Hawaii

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-0002 Standard Form 30

RFP No. W9128A20B0001 Page 2 of 2 Pages

Item No. 14 (Continued)

1. CHANGES TO SPECIFICATIONS. Attached hereto are new, revised and deleted sections to the specifications. Revised pages replace like-numbered pages. The revision mark (Am-0002) is shown on each revised page.

A. DELETED CLAUSE. The following clause was deleted and indicated with a bold strikethrough:

Section 00 72 00, 52.211-18, Variation in Estimated Quantity

B. REVISED SECTIONS. The following sections were revised and indicated in bold:

Section 00 10 00, Bid Schedule, paragraphs 5 and 7

Section 35 20 23, paragraph 3.4

C. ADDITIONS TO SECTION: The following was added to a section:

Specifications, Title Sheet

Specifications, Acronym List

Section 01 33 00, Submittal Register

Section 00 73 00, Appendix B, Answer to RFIs #1 through 23

D. REPLACED SECTION: The following section is to be replaced in its entirety:

Section 00 72 00, Appendix A, Davis Bacon Wage Determination dated 02/21/2020 with 03/06/2020

2. The proposal due date remains unchanged. See Am-0001, SF1442, Block 13.

W9128A20B0001

Section 00 72 00 – Page 1

(Am-0001)

Section 00 72 00 - General Conditions

CLAUSES INCORPORATED BY REFERENCE

52.202-1 Definitions NOV 2013

52.203-3 Gratuities APR 1984

52.203-5 Covenant Against Contingent Fees MAY 2014

52.203-7 Anti-Kickback Procedures MAY 2014

52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity MAY 2014

52.203-10 Price Or Fee Adjustment For Illegal Or Improper Activity MAY 2014

52.203-12 Limitation On Payments To Influence Certain Federal Transactions OCT 2010

52.203-14 Display of Hotline Poster(s) OCT 2015

52.203-16 (Dev) Preventing Personal Conflicts of Interest (AUG 2018) (Deviation 2018-O0018) AUG 2018

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of

Whistleblower Rights

APR 2014

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements JAN 2017

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper MAY 2011

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards OCT 2018

52.204-13 System for Award Management Maintenance OCT 2018

52.204-18 Commercial and Government Entity Code Maintenance JUL 2016

52.204-23 Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities.

JUL 2018

52.209-5 Certification Regarding Responsibility Matters OCT 2015

52.209-9 Updates of Publicly Available Information Regarding Responsibility Matters OCT 2018

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations NOV 2015

52.210-1 Market Research APR 2011

52.211-13 Time Extensions SEP 2000

52.211-18 Variation in Estimated Quantity APR 1984

52.214-26 Audit and Records--Sealed Bidding OCT 2010

52.214-27 Price Reduction for Defective Certified Cost or Pricing Data - Modifications - Sealed

Bidding

AUG 2011

52.214-28 Subcontracting Certified Cost Or Pricing Data--Modifications--Sealed Bidding OCT 2010

52.215-2 Audit and Records--Negotiation OCT 2010

52.219-4 (Dev) Notice of Price Evaluation Preference for HUBZone Small Business Concerns

(DEVIATION 2019-O0003).

JAN 2019

52.219-8 Utilization of Small Business Concerns OCT 2018

52.219-9 Alt I Small Business Subcontracting Plan (AUG 2018) Alternate I NOV 2016

52.219-28 Post-Award Small Business Program Rerepresentation JUL 2013

52.222-4 Contract Work Hours and Safety Standards - Overtime Compensation MAY 2018

52.222-6 Construction Wage Rate Requirements AUG 2018

52.222-7 Withholding of Funds MAY 2014

52.222-8 Payrolls and Basic Records AUG 2018

52.222-9 Apprentices and Trainees JUL 2005

52.222-10 Compliance with Copeland Act Requirements FEB 1988

52.222-11 Subcontracts (Labor Standards) MAY 2014

52.222-12 Contract Termination-Debarment MAY 2014

52.222-13 Compliance With Construction Wage Rate Requirements and Related Regulations MAY 2014

52.222-14 Disputes Concerning Labor Standards FEB 1988

52.222-15 Certification of Eligibility MAY 2014

52.222-21 Prohibition Of Segregated Facilities APR 2015

52.222-26 Equal Opportunity SEP 2016

52.222-27 Affirmative Action Compliance Requirements for Construction APR 2015

52.222-37 Employment Reports on Veterans FEB 2016

52.222-40 Notification of Employee Rights Under the National Labor Relations Act DEC 2010

52.222-50 Combating Trafficking in Persons JAN 2019

52.222-54 Employment Eligibility Verification OCT 2015

Section 00 10 00

(Am-0002)

3. Bidders must bid on all items. Failure to bid on all items in the Bid Schedule may cause the bid to be considered non-responsive.

4. Contractor is responsible for determining dredge quantity estimates based on drawings, survey data, and Federal channel limits provided as part of the solicitation documents.

5. Small Business Subcontracting Plan 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 that offers subcontracting possibilities NO LATER THAN five (5) working days after bid opening. The apparent low bidder may fax the small business subcontracting plan to (808)835-4395 or hand deliver. Failure to submit the Small Business Subcontracting Plan in a timely manner may cause the bidder to be considered non-responsive.

The U.S. Army Corps of Engineers considers the following goals reasonable and achievable for the performance of the resultant contract:

a. 14% of the subcontracted amount with small business;

b. 3% of the subcontracted amount with small disadvantaged business;

c. 2% of the subcontracted amount with woman-owned small business;

d. 2% of the subcontracted amount with HUBZone small business;

e. 0.5% of the subcontracted amount with services disabled veteran owned small business

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

a. SF1442 (pages 1 and 2) including acknowledging all amendments.

b. Bid Schedule

c. Bid Guarantee (See SF1442, Block 13B and Clause 52.228-1, Bid Guarantee, in Section 00

72 00)

d. Section 00 45 00, Representations and Certifications

e. Section 00 45 00, Representations and Certifications, Appendix A – SF LLL, Disclosure of

Lobbying Activities

7. All Bidders shall provide one (1) copy of its entire bid (6a through 6e) on a CD within five (5) calendar days after the date of bid opening.

8. Requests for Information (RFI) must be submitted by Thursday, 5 March 2020 at 10:00 PM, Hawaii

Standard Time. Submit RFIs to:

E-mail Address: W9128A-20-B-0001@usace.army.mil

O&M DREDGING W9128A-20-B-0001

HONOLULU HARBOR

3.3.2 Surveys During Progress of Work

Contract depth will be determined by soundings taken behind the dredge as work progresses, but do not constitute survey for final approval of a dredged area. Post-construction survey will be utilized for final approval and acceptance of completion of work.

3.3.3 Monthly Estimates

Monthly estimates of work completed will be based on the result of soundings taken during the progress of the work. Deductions will be made for dredging and disposal not in accordance with the specifications.

3.4 PROGRESS PAYMENT

Progress payments will be made based on the contractor's ability to attain contract depth. The Contractor shall take progress soundings as work progresses to support the monthly payment request. Supporting data shall be submitted along with the payment request.

The Contractor's Project Schedule shall include an activity for Post-Dredge Sweeping equal to 25% of the earnings attributable to the total of all dredging activities. This activity will not be paid until completion of all maintenance dredging and sweeping and final acceptance of the dredging. The Contractor's Project Schedule shall include an activity for Post-Dredge Sweeping equal to 25% of the earnings attributable to the total of all dredging activities. This activity will not be paid until completion of all maintenance dredging and sweeping and final acceptance of the dredging based on the post-construction multibeam hydrographic survey.

3.5 FINAL EXAMINATION AND ACCEPTANCE

The Contractor shall sweep the dredged area. Sweeping operation shall be performed as specified below.

3.5.1 Sweeping and Post-Dredge Survey

Sweeping shall be done prior to the post-dredge survey and the area re-swept as necessary until the project depth is obtained. Sweeping operations shall be carried out from the reference lines, control points, and benchmarks established by the Government as indicated on the drawings.

Ranges required by the Contractor to carry out the sweeping operations shall be set by the Contractor at his own expense. Sweeping shall be done in such a manner that sufficient overlap, not less than five (5) feet, on each succeeding sweep is attained to ensure adequate coverage. The Contractor's method and plan for accomplishing the sweeping operation shall be reviewed by the Contracting Officer. Should any shoals, lumps, or other lack of contract depth be disclosed by the examination, the Contractor will be required to remove same by sweeping the bottom or by excavating. As soon as practicable after the completion of all maintenance dredging and sweeping under this project, the Contractor, at his expense, shall retain a licensed surveyor registered in the State of Hawaii to provide a post-dredging survey by sounding within the project dredging limits. The Contracting Officer or his authorized representative will be notified when soundings are to be made and will be permitted to accompany the survey party. Soundings shall be made using standard hydrographic surveying techniques in compliance with EM 1110-2-1003 using multibeam survey methods. Depths shall be recorded to tenths of a foot. The

SECTION 35 20 23 Page 9

SPECIFICATIONS

HONOLULU HARBOR MAINTENANCE DREDGING

ISLAND OF OAHU, HAWAII

CONTRACT NO. W9128A-20-B-0001

U.S. Army Corps of Engineers, Honolulu District

(Am-0002)

O&M DREDGING

W9128A-20-B-0001

HONOLULU HARBOR

ACRONYM LIST

AACE American Association of Cost Engineering

AHA Activity Hazard Analysis

ASME American Society of Mechanical Engineers

ASSE American Society of Safety Engineers

ASTM American Society for Testing and Materials

BMP Best Management Practice

CLIN Contract Line Item Number

COSA Contractor Operations and Storage Area

CQC Contractor’s Quality Control

CQCSM Contractor’s Quality Control System Manager

FP&P Fall Protection and Prevention Plan

GFP Government Furnished Property/Equipment

HECP Hazardous Energy Control Program

HLL Horizontal Lifelines

IEEE Institute of Electrical and Electronics Engineers

IPS Initial Project Schedule

LHE Load Handling Equipment

MHE Material Handling Equipment

NARA U.S. National Archives and Records Administration

NAS Network Analysis Schedule

NFPA National Fire Protection Association

NTP Notice to Proceed

PDM Precedence Diagram Method

RFP Request for Proposal

RSO Radiation Safety Officer

SDEF Standard Data Exchange Format

SDZ Surface Disposal Zone

SO-ODMDS South Oahu Ocean Dredged Material Disposal Site

ACRONYM LIST

O&M DREDGING

W9128A-20-B-0001

HONOLULU HARBOR

SOH Safety and Occupational Health

SSHO Site Safety and Health Officer

SVC Schedule Variance Control

TCLP Toxicity Characteristic Leaching Procedure

USACE U.S. Army Corps of Engineers

-- End of Acronym List --

ACRONYM LIST Page 2

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

01 32 00 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

SD-06 Test Reports

3.5.2Narrative Report

3.5.3Schedule Reports

3.4.3Periodic Schedule Updates

01 33 00 SD-01 Preconstruction Submittals

3.1 GSubmittal Register

3.5.1Monthly Updates

01 35 26 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.5Crane Operators/Riggers

1.8Activity Hazard Analysis (AHA)

1.12.4Certificate of Compliance

01 45 04 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control Plan

01 57 19 SD-01 Preconstruction Submittals

1.6.1Preconstruction Survey

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Section 01 33 00

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

01 57 19 1.7 GEnvironmental Protection Plan

SD-11 Closeout Submittals

3.7.3.5Disposal Documentation for

Hazardous and Regulated Waste

Solid Waste Management Report

3.7.3.1Hazardous Waste/Debris

Management

01 78 00 SD-11 Closeout Submittals

1.2.1Record Drawings

01 90 00 SD-01 Preconstruction Submittals

Organization Plan; G

SD-07 Certificates

Products Containing Recovered

Materials

35 20 23 SD-02 Shop Drawings

Post-Dredge Survey; G

35 20 23.13 SD-01 Preconstruction Submittals

G AM-O- Dredge Plant Instrumentation

Plan Revisions or Addendum

SD-07 Certificates

G- Letter of National Dredging

Quality Management Program

Certification

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Section 01 33 00

Honolulu Harbor Maintenance Dredging, Island of Oahu, State of Hawaii

W9128A‐20‐B‐0001

RFI # Question Issued Response

Specification Section 00 72 00 – Page 1 includes FAR Clause 52.211-18 Variation in Estimated Quantity. The bid schedule only includes CLIN’s with 1 Job quantities. Please advise how Clause 52.211-18 will be applied to this contract since there are no unit priced items

See Am-0002, Section 00 72 00.

Please confirm that this project is not exempt from the Hawaii General Excise Tax requirement and that the contractor shall pay the State of Hawaii the 4.5% General Excise Tax based on the full contract value.

The total contract price shall include applicable Federal, State, and local taxes.

The contrator shall comply with the State of Hawaii tax laws. The contractor shall contact eh State of Hawaii, Department of Taxation for any questions.

Reference Specification Section 35 20 23, section 1.2.1.3. The second paragraph of this section states:

“Due to the pre-construction survey representing the current condition at the time of work, the volumes of removal will likely be different from the Contract Documents. As such, the Contractor shall submit a working drawing to the Contracting Officer showing the differences between the design bathymetric surface and the pre-construction bathymetric surface.”

If the design bathymetric surface differs from the pre-construction bathymetric surface, will the contractor be entitled to a change order for the additional dredge quantities?

This is a firm fixed-price contract, bid accordingly.

Reference Specification Section 35 20 23, section 1.6 Side Slopes. The last sentence of this section states: “A 3 to 1 slope (horizontal to vertical) can be used to estimate the slope quantities.”

If the side slopes exceed the 3 to 1 slope and there is an increase in the quantity of material to dredge, will the contractor be entitled to a change order for the additional dredge quantities?

See answer to RFI #3.

Plan Sheet CN109 (Sheet 11) shows a haul route from the Contractor Operations and Storage and Dewatering Area to the PVT Landfill.

Please confirm if the dredge material designated for upland disposal shall be ultimately disposed of at the PVT Landfill.

See Section 01 57 19, paragraph 3.7.1

Plan Sheet CN109 (Sheet 11) shows a haul route from the Contractor Operations and Storage and Dewatering Area to the PVT Landfill.

Please confirm if the Government or the Contractor is responsible for payment of the disposal fees for the dredge material required by the PVT Landfill.

Disposal fees for PVT landfill or any other upland disposal site are the responsibility of the Contractor and should be included in CLIN 0003.

Section 00 73 00, Appendix B, Requests for Information ‐ Page 1 (Am‐0002)

W9128A‐20‐B‐0001

RFI # Question Issued Response

Plan Sheet CN109 (Sheet 11) shows a haul route from the Contractor Operations and Storage and Dewatering Area to the PVT Landfill.

Please confirm if the Contractor is responsible for any further testing of the dredge material designated for upland disposal in order to obtain approval to for the disposal at the PVT Landfill.

See Section 01 57 19 paragraphs 3.7.1, and 3.7.1.1., 3.7.1.2

Reference Specification Section 35 20 23, section 3.4 Progress Payment. The second paragraph states: “The Contractor's Project Schedule shall include an activity for Post-Dredge Sweeping equal to 25% of the earnings attributable to the total of all dredging activities. This activity will not be paid until completion of all maintenance dredging and sweeping and final acceptance of the dredging.”

Given that the post dredge survey will be performed using multibeam survey methods, please confirm Post-Dredge Sweeping is required? This is an unusual requirement given the advancement of hydrographic survey equipment and accuracy.

Post-Dredge sweeping is required only within dredged areas and must not cause phyiscal damage to corals.

Reference Specification Section 35 20 23, section 3.4 Progress Payment. The second paragraph states: “The Contractor's Project Schedule shall include an activity for Post-Dredge Sweeping equal to 25% of the earnings attributable to the total of all dredging activities. This activity will not be paid until completion of all maintenance dredging and sweeping and final acceptance of the dredging.”

If Post-Dredge Sweeping is required, please confirm that the environmental permits allow this activity.

No environmental permits are required.

In reference to 01 57 19, Section 3.1.2.1b states “During Peak Coral Spawning” (one week before and after the full moon in July and August)”. Please clarify coral spawning dates. Does this mean the coral spawning period is 15 days in July and 15 days in August?

Coral spawning period is 14 days per full moon event.

In reference to 01 57 19, Section 3.1.2.1b(2) states “Any in-water sediment containment devices must not be left overnight.” Please confirm this statement is accurate. Once placed in the water silt curtains cannot be taken out of the water without damaging the silt curtain beyond re-use. Also, deploying and removing a silt curtain of this length and depth will take longer than one shift. This requirement will effectively prevent daytime dredging during the coral spawning period.

Yes, statement is accurate.

For the dredging operations in Zone U7, the entrance channel to Honolulu Harbor, are there any restrictions or special requirements for placement of barge mooring anchors either within the channel or outside the channel?

Reference Section 01 57 19, paragraph 2.1.7, 3.1.1.2 and 3.1.2.1.

Section 00 73 00, Appendix B, Requests for Information ‐ Page 2

W9128A‐20‐B‐0001

RFI # Question Issued Response

Given that the proposal due date was extended to March 31, 2020, please extend the period for submitting Requests for Information to March 20, 2020.

RFI due date remains unchanged.

In reference to Section 35 20 23, Section 1.9, Specification states “the Contractor is responsible for other conditions encountered which are not unusual when compared to conditions recognized in the dredging business as usual in dredging activities such as those required under this contract.” This sentence is extremely ambiguous and it is not clear what the Contractor is responsible for. Please clarify.

The Government does not know of any other conditions that will be encountered by the contractor than identified in the contract documents. If other conditions are encountered, wheter or not such conditions are standard, it will be determined through coordination between the contractor and the Government at that time.

Under the Sampling and Analysis Plan, Section 01 57 19 Page 110, there is Table ES-1-1 Honolulu Harbor DMMU’s and Approximate Dredge Volume. The table is redacted. Please provide an unredacted copy or advise how an unredacted copy can be obtained.

See bid schedule, note 4.

What is the acceptable vertical variance (plus and/or minus) of the final dredged bottom from the specified design dredge depth? Typical dredge project with similar scope allow up to two (2) feet of allowable overdredge.

Reference Section 35 20 23, paragraph 1.9.

In reference to Section 35 20 23 Section 3.3.1, Specification states “The material removed will be measured by the cubic yard in place, by means of soundings taken by the Contractor before and after dredging.” Is this required for a 1 Job bid item with no quantities or unit prices?

Yes, 1 job bid item with no quantities or unit prices.

18 Please provide the Government’s quantity estimates for the various dredge zones. See answer to RFI #15.

Please advise if the U.S. Army Corps of Engineers (USACE) Permit has been issued for this dredging project. If yes, please provide copy of the permit. If no, please advise when the permit will be issued.

No USACE permit was required.

Section 00 73 00, Appendix B, Requests for Information ‐ Page 3

W9128A‐20‐B‐0001

RFI # Question Issued Response

In reference to Section 01 90 00 Section 1.2.6, Specification states "A Contractor's Booking Agent (agent) will conduct all communications with State of Hawaii's Department of Transportation (DOT) Harbor's Division through the Honolulu Harbor Master at 808-587-2080. The agent shall register as a user at www.Hawaii.PortCall.com. In addition, the agent shall provide to DOT Honolulu Harbor Master all requested information and must be reachable at all times, in case of emergency or eminently approaching natural disasters.

The contractor must be prepared to move all project vessels out of the Honolulu Harbor immediately upon the request of DOT in the event of approaching natural disasters. The contractor's booking agent is responsible to coordinate preparations with DOT well before such events occur.”

How will the Contractor be compensated for interruptions to dredging operations?

The Federal Acquisition Regulation and its supplements provide a process for a contractor to request for competition when circumstances warrant.

In reference to Section 01 90 00 Section 1.2.6, Specification states "A Contractor's Booking Agent (agent) will conduct all communications with State of Hawaii's Department of Transportation (DOT) Harbor's Division through the Honolulu Harbor Master at 808-587-2080. The agent shall register as a user at www.Hawaii.PortCall.com. In addition, the agent shall provide to DOT Honolulu Harbor Master all requested information and must be reachable at all times, in case of emergency or eminently approaching natural disasters.

The contractor must be prepared to move all project vessels out of the Honolulu Harbor immediately upon the request of DOT in the event of approaching natural disasters. The contractor's booking agent is responsible to coordinate preparations with DOT well before such events occur.”

How many hours of interruptions shall the Contractor include in his bid price for dredging?

See answer to RFI #20

22 Please advise if the Small Business Subcontracting Plan can be submitted via email rather than by fax.

E-mail submission is not permitted. The appaent low bidder may fax or hand deliver the Submit Small Business Subcontracting Plan.

The solicitation states “All Bidders shall provide one (1) copy of its entire bid on a CD within five (5) calendar days after the date of bid opening.” Please confirm that this CD does not need to include the Small Business Subcontracting plan.

See Am-0002, Bid Schedule.

Section 00 73 00, Appendix B, Requests for Information ‐ Page 4

Section 00 72 00 - Page 1

General Decision Number: HI20200001 03/06/2020

Superseded General Decision Number: HI20190001

State: Hawaii

Construction Types: Building, Heavy (Heavy and Dredging), Highway and Residential

Counties: Hawaii Statewide.

BUILDING CONSTRUCTION PROJECTS; RESIDENTIAL CONSTRUCTION

PROJECTS (consisting of single family homes and apartments up to and including 4 stories); HEAVY AND HIGHWAY CONSTRUCTION

PROJECTS AND DREDGING

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January

1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year

2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the

Davis-Bacon Related Acts, including those set forth at 29 CFR

5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/03/2020

1 01/31/2020

2 02/07/2020

Section 00 72 00 - Page 2

(Am-0002)

3 02/21/2020

4 03/06/2020

ASBE0132-001 08/31/2015

Rates Fringes

Asbestos Workers/Insulator

Includes application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems. Also the application of firestopping material for wall openings and penetrations in walls, floors, ceilings and curtain walls...............$ 39.65 23.50

BOIL0627-005 01/01/2013

BOILERMAKER......................$ 35.20 27.35

BRHI0001-001 01/01/2019

BRICKLAYER

Bricklayers and Stonemasons.$ 43.66 24.32

Pointers, Caulkers and

Weatherproofers.............$ 43.60 24.32

BRHI0001-002 09/04/2018

Tile, Marble & Terrazzo Worker

Terrazzo Base Grinders......$ 39.89 28.11

Terrazzo Floor Grinders and Tenders.................$ 38.34 28.11

Tile, Marble and Terrazzo

Workers.....................$ 41.70 28.11

Section 00 72 00 - Page 3

CARP0745-001 09/02/2019

Carpenters:

Carpenters; Hardwood Floor

Layers; Patent Scaffold

Erectors (14 ft. and over); Piledrivers;

Pneumatic Nailers; Wood

Shinglers and Transit and/or Layout Man...........$ 49.95 22.40

Millwrights and Machine

Erectors....................$ 50.20 22.40

Power Saw Operators (2 h.p. and over)..............$ 50.10 22.40

CARP0745-002 09/02/2019

Drywall and Acoustical

Workers and Lathers..............$ 50.20 22.40

* ELEC1186-001 02/23/2020

Electricians:

Cable Splicers..............$ 56.43 30.59

Electricians................$ 51.30 30.59

Telecommunication worker....$ 30.94 12.30

* ELEC1186-002 02/23/2020

Line Construction:

Cable Splicers..............$ 56.43 30.59

Groundmen/Truck Drivers.....$ 38.48 30.59

Heavy Equipment Operators...$ 46.17 30.59

Linemen.....................$ 51.30 30.59

Telecommunication worker....$ 31.69 12.49

ELEV0126-001 01/01/2020

Section 00 72 00 - Page 4

ELEVATOR MECHANIC................$ 61.14 34.765

a. VACATION: Employer contributes 8% of basic hourly rate for

5 years service and 6% of basic hourly rate for 6 months to

5 years service as vacation pay credit.

b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence

Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day and Christmas Day.

ENGI0003-002 09/03/2018

Diver (Aqua Lung) (Scuba))

Diver (Aqua Lung) (Scuba)

(over a depth of 30 feet)...$ 66.00 31.26

Diver (Aqua Lung) (Scuba)

(up to a depth of 30 feet)..$ 56.63 31.26

Stand-by Diver (Aqua Lung)

(Scuba)....................$ 47.25 31.26

Diver (Other than Aqua Lung)

Diver (Other than Aqua

Lung).......................$ 66.00 31.26

Diver Tender (Other than

Aqua Lung)..................$ 44.22 31.26

Stand-by Diver (Other than

Aqua Lung)..................$ 47.25 31.26

Helicopter Work

Airborne Hoist Operator for Helicopter..............$ 45.80 31.26

Co-Pilot of Helicopter......$ 45.98 31.26

Pilot of Helicopter.........$ 46.11 31.26

Power equipment operator -tunnel work

GROUP 1....................$ 42.24 31.26

GROUP 2....................$ 42.35 31.26

GROUP 3....................$ 42.52 31.26

GROUP 4....................$ 42.79 31.26

GROUP 5....................$ 43.10 31.26

GROUP 6....................$ 43.75 31.26

GROUP 7....................$ 44.07 31.26

GROUP 8....................$ 44.18 31.26

GROUP 9....................$ 44.29 31.26

GROUP 9A...................$ 44.52 31.26

Section 00 72 00 - Page 5

(Am-0002)

GROUP 10....................$ 44.58 31.26

GROUP 10A...................$ 44.73 31.26

GROUP 11....................$ 44.88 31.26

GROUP 12....................$ 45.24 31.26

GROUP 12A...................$ 45.60 31.26

Power equipment operators:

GROUP 1....................$ 41.94 31.26

GROUP 2....................$ 42.05 31.26

GROUP 3....................$ 42.22 31.26

GROUP 4....................$ 42.49 31.26

GROUP 5....................$ 42.80 31.26

GROUP 6....................$ 43.45 31.26

GROUP 7....................$ 43.77 31.26

GROUP 8....................$ 43.88 31.26

GROUP 9....................$ 43.99 31.26

GROUP 9A...................$ 44.22 31.26

GROUP 10....................$ 44.28 31.26

GROUP 10A...................$ 44.43 31.26

GROUP 11....................$ 44.58 31.26

GROUP 12....................$ 44.94 31.26

GROUP 12A...................$ 45.30 31.26

GROUP 13....................$ 42.22 31.26

GROUP 13A...................$ 42.49 31.26

GROUP 13B...................$ 42.80 31.26

GROUP 13C...................$ 43.45 31.26

GROUP 13D...................$ 43.77 31.26

GROUP 13E...................$ 43.88 31.26

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Fork Lift (up to and including 10 tons); Partsman

(heavy duty repair shop parts room when needed).

GROUP 2: Conveyor Operator (Handling building material);

Hydraulic Monitor; Mixer Box Operator (Concrete Plant).

GROUP 3: Brakeman; Deckhand; Fireman; Oiler;

Oiler/Gradechecker; Signalman; Switchman; Highline Cableway

Signalman; Bargeman; Bunkerman; Concrete Curing Machine

(self-propelled, automatically applied unit on streets, highways, airports and canals); Leveeman; Roller (5 tons and under); Tugger Hoist.

GROUP 4: Boom Truck or dual purpose ""A"" Frame Truck (5 tons or less); Concrete Placing Boom (Building Construction);

Dinky Operator; Elevator Operator; Hoist and/or Winch (one drum); Straddle Truck (Ross Carrier, Hyster and similar).

Section 00 72 00 - Page 6

GROUP 5: Asphalt Plant Fireman; Compressors, Pumps, Generators and Welding Machines (""Bank"" of 9 or more, individually or collectively); Concrete Pumps or Pumpcrete

Guns; Lubrication and Service Engineer (Grease Rack);

Screedman.

GROUP 6: Boom Truck or Dual Purpose ""A"" Frame Truck (over 5 tons); Combination Loader/Backhoe (up to and including 3/4

cu. yd.); Concrete Batch Plants (wet or dry); Concrete

Cutter, Groover and/or Grinder (self-propelled unit on streets, highways, airports, and canals); Conveyor or

Concrete Pump (Truck or Equipment Mounted); Drilling

Machinery (not to apply to waterliners, wagon drills or jack hammers); Fork Lift (over 10 tons); Loader (up to and including 3 and 1/2 cu. yds); Lull High Lift (under 40 feet); Lubrication and Service Engineer (Mobile); Maginnis

Internal Full Slab Vibrator (on airports, highways, canals and warehouses); Man or Material Hoist; Mechanical Concrete

Finisher (Large Clary, Johnson Bidwell, Bridge Deck and similar); Mobile Truck Crane Driver; Portable Shotblast

Concrete Cleaning Machine; Portable Boring Machine (under streets, highways, etc.); Portable Crusher; Power Jumbo

Operator (setting slip forms, etc., in tunnels); Rollers

(over 5 tons); Self-propelled Compactor (single engine);

Self-propelled Pavement Breaker; Skidsteer Loader with attachments; Slip Form Pumps (Power driven by hydraulic, electric, air, gas, etc., lifting device for concrete forms); Small Rubber Tired Tractors; Trencher (up to and including 6 feet); Underbridge Personnel Aerial Platform

(50 feet of platform or less).

GROUP 7: Crusher Plant Engineer, Dozer (D-4, Case 450, John

Deere 450, and similar); Dual Drum Mixer, Extend Lift;

Hoist and/or Winch (2 drums); Loader (over 3 and 1/2 cu.

yds. up to and including 6 yards.); Mechanical Finisher or

Spreader Machine (asphalt), (Barber Greene and similar)

(Screedman required); Mine or Shaft Hoist; Mobile Concrete

Mixer (over 5 tons); Pipe Bending Machine (pipelines only);

Pipe Cleaning Machine (tractor propelled and supported);

Pipe Wrapping Machine (tractor propelled and supported);

Roller Operator (Asphalt); Self-Propelled Elevating Grade

Plane; Slusher Operator; Tractor (with boom) (D-6, or similar); Trencher (over 6 feet and less than 200 h.p.);

Water Tanker (pulled by Euclids, T-Pulls, DW-10, 20 or 21, or similar); Winchman (Stern Winch on Dredge).

Section 00 72 00 - Page 7

(Am-0002)

GROUP 8: Asphalt Plant Operator; Barge Mate (Seagoing);

Cast-in-Place Pipe Laying Machine; Concrete Batch Plant

(multiple units); Conveyor Operator (tunnel); Deckmate;

Dozer (D-6 and similar); Finishing Machine Operator

(airports and highways); Gradesetter; Kolman Loader (and similar); Mucking Machine (Crawler-type); Mucking Machine

(Conveyor-type); No-Joint Pipe Laying Machine; Portable

Crushing and Screening Plant; Power Blade Operator (under

12); Saurman Type Dragline (up to and including 5 yds.);

Stationary Pipe Wrapping, Cleaning and Bending Machine;

Surface Heater and Planer Operator, Tractor (D-6 and similar); Tri-Batch Paver; Tunnel Badger; Tunnel Mole and/or Boring Machine Operator Underbridge Personnel Aerial

Platform (over 50 feet of platform).

GROUP 9: Combination Mixer and Compressor (gunite); Do-Mor

Loader and Adams Elegrader; Dozer (D-7 or equal); Wheel and/or Ladder Trencher (over 6 feet and 200 to 749 h.p.).

GROUP 9A: Dozer (D-8 and similar); Gradesetter (when required by the Contractor to work from drawings, plans or specifications without the direct supervision of a foreman or superintendent); Push Cat; Scrapers (up to and including

20 cu. yds); Self-propelled Compactor with Dozer;

Self-Propelled, Rubber-Tired Earthmoving Equipment (up to and including 20 cu. yds) (621 Band and similar); Sheep's

Foot; Tractor (D-8 and similar); Tractors with boom (larger than D-6, and similar).

GROUP 10: Chicago Boom; Cold Planers; Heavy Duty Repairman or

Welder; Hoist and/or Winch (3 drums); Hydraulic Skooper

(Koehring and similar); Loader (over 6 cu. yds. up to and including 12 cu. yds.); Saurman type Dragline (over 5 cu.

yds.); Self-propelled, rubber-tired Earthmoving Equipment

(over 20 cu. yds. up to and including 31 cu. yds.) (637D and similar); Soil Stabilizer (P & H or equal); Sub-Grader

(Gurries or other automatic type); Tractors (D-9 or equivalent, all attachments); Tractor (Tandem Scraper);

Watch Engineer.

GROUP 10A: Boat Operator; Cable-operated Crawler Crane (up to and including 25 tons); Cable-operated Power Shovel, Clamshell, Dragline and Backhoe (up to and including 1 cu.

yd.); Dozer D9-L; Dozer (D-10, HD41 and similar) (all attachments); Gradall (up to and including 1 cu. yd.);

Hydraulic Backhoe (over 3/4 cu. yds. up to and including 2

cu. yds.); Mobile Truck Crane Operator (up to and including

Section 00 72 00 - Page 8

(Am-0002)

25 tons) (Mobile Truck Crane Driver Required);

Self-propelled Boom Type Lifting Device (Center Mount) (up to and including 25 tons) (Grove, Drott, P&H, Pettibone and similar; Trencher (over 6 feet and 750 h.p. or more); Watch

Engineer (steam or electric).

GROUP 11: Automatic Slip Form Paver (concrete or asphalt);

Band Wagon (in conjunction with Wheel Excavator);

Cable-operated Crawler Cranes (over 25 tons but less than

50 tons); Cable-operated Power Shovel, Clamshell, Dragline and Backhoe (over 1 cu. yd. up to 7 cu. yds.); Gradall

(over 1 cu. yds. up to 7 cu. yds.); DW-10, 20, etc.

(Tandem); Earthmoving Machines (multiple propulsion power units and 2 or more Scrapers) (up to and including 35 cu.

yds.,"" struck"" m.r.c.); Highline Cableway; Hydraulic

Backhoe (over 2 cu. yds. up to and including 4 cu. yds.);

Leverman; Lift Slab Machine; Loader (over 12 cu. yds);

Master Boat Operator; Mobile Truck Crane Operator (over 25 tons but less than 50 tons); (Mobile Truck Crane Driver required); Pre-stress Wire Wrapping Machine; Self-propelled

Boom-type Lifting Device (Center Mount) (over 25 tons m.r.c); Self-propelled Compactor (with multiple-propulsion power units); Single Engine Rubber Tired Earthmoving

Machine (with Tandem Scraper); Tandem Cats; Trencher

(pulling attached shield).

GROUP 12: Clamshell or Dipper Operator; Derricks; Drill Rigs;

Multi-Propulsion Earthmoving Machines (2 or more Scrapers)

(over 35 cu. yds ""struck"" m.r.c.); Operators (Derricks, Piledrivers and Cranes); Power Shovels and Draglines (7 cu.

yds. m.r.c. and over); Self-propelled rubber-tired

Earthmoving equipment (over 31 cu. yds.) (657B and similar); Wheel Excavator (up to and including 750 cu. yds.

per hour); Wheel Excavator (over 750 cu. yds. per hour).

GROUP 12A: Dozer (D-11 or similar or larger); Hydraulic

Excavators (over 4 cu. yds.); Lifting cranes (50 tons and over); Pioneering Dozer/Backhoe (initial clearing and excavation for the purpose of providing access for other equipment where the terrain worked involves 1-to-1 slopes that are 50 feet in height or depth, the scope of this work does not include normal clearing and grubbing on usual hilly terrain nor the excavation work once the access is provided); Power Blade Operator (Cat 12 or equivalent or over); Straddle Lifts (over 50 tons); Tower Crane, Mobile;

Traveling Truss Cranes; Universal, Liebher, Linden, and similar types of Tower Cranes (in the erection, Section 00 72 00 - Page 9

(Am-0002) dismantling, and moving of equipment there shall be an additional Operating Engineer or Heavy Duty Repairman);

Yo-Yo Cat or Dozer.

GROUP 13: Truck Driver (Utility, Flatbed, etc.)

GROUP 13A: Dump Truck, 8 cu.yds. and under (water level);

Water Truck (up to and including 2,000 gallons).

GROUP 13B: Water Truck (over 2,000 gallons); Tandem Dump

Truck, over 8 cu. yds. (water level).

GROUP 13C: Truck Driver (Semi-trailer. Rock Cans, Semi-Dump or Roll-Offs).

GROUP 13D: Truck Driver (Slip-In or Pup).

GROUP 13E: End Dumps, Unlicensed (Euclid, Mack, Caterpillar or similar); Tractor Trailer (Hauling Equipment); Tandem

Trucks hooked up to Trailer (Hauling Equipment)

BOOMS AND/OR LEADS (HOURLY PREMIUMS):

The Operator of a crane (under 50 tons) with a boom of 80 feet or more (including jib), or of a crane (under 50 tons) with leads of 100 feet or more, shall receive a per hour premium for each hour worked on said crane (under 50 tons) in accordance with the following schedule:

Booms of 80 feet up to but not including 130 feet or

Leads of 100 feet up to but not including 130 feet 0.50

Booms and/or Leads of 130 feet up to but not including 180 feet 0.75

Booms and/or Leads of 180 feet up to and including 250 feet 1.15

Booms and/or Leads over 250 feet 1.50

The Operator of a crane (50 tons and over) with a boom of 180 feet or more (including jib) shall receive a per hour premium for each hour worked on said crane (50 tons and over) in accordance with the following schedule:

Booms of 180 feet up to and including 250 feet 1.25

Section 00 72 00 - Page 10

Booms over 250 feet 1.75

ENGI0003-004 09/04/2017

Dredging: (Boat Operators)

Boat Deckhand...............$ 41.22 30.93

Boat Operator...............$ 43.43 30.93

Master Boat Operator........$ 43.58 30.93

Dredging: (Clamshell or

Dipper Dredging)

GROUP 1.....................$ 43.94 30.93

GROUP 2.....................$ 43.28 30.93

GROUP 3.....................$ 42.88 30.93

GROUP 4.....................$ 41.22 30.93

Dredging: (Derricks)

GROUP 1.....................$ 43.94 30.93

GROUP 2.....................$ 43.28 30.93

GROUP 3.....................$ 42.88 30.93

GROUP 4.....................$ 41.22 30.93

Dredging: (Hydraulic Suction

Dredges)

GROUP 1.....................$ 43.58 30.93

GROUP 2.....................$ 43.43 30.93

GROUP 3.....................$ 43.28 30.93

GROUP 4.....................$ 43.22 30.93

GROUP 5.....................$ 37.88 26.76

Group 5.....................$ 42.88 30.93

GROUP 6.....................$ 37.77 26.76

Group 6.....................$ 42.77 30.93

GROUP 7.....................$ 36.22 26.76

Group 7.....................$ 41.22 30.93

CLAMSHELL OR DIPPER DREDGING CLASSIFICATIONS

GROUP 1: Clamshell or Dipper Operator.

GROUP 2: Mechanic or Welder; Watch Engineer.

GROUP 3: Barge Mate; Deckmate.

GROUP 4: Bargeman; Deckhand; Fireman; Oiler.

HYDRAULIC SUCTION DREDGING CLASSIFICATIONS

GROUP 1: Leverman.

GROUP 2: Watch Engineer (steam or electric).

GROUP 3: Mechanic or Welder.

Section 00 72 00 - Page 11

(Am-0002)

GROUP 4: Dozer Operator.

GROUP 5: Deckmate.

GROUP 6: Winchman (Stern Winch on Dredge)

GROUP 7: Deckhand (can operate anchor scow under direction of

Deckmate); Fireman; Leveeman; Oiler.

DERRICK CLASSIFICATIONS

GROUP 1: Operators (Derricks, Piledrivers and Cranes).

GROUP 2: Saurman Type Dragline (over 5 cubic yards).

GROUP 3: Deckmate; Saurman Type Dragline (up to and including 5 yards).

GROUP 4: Deckhand, Fireman, Oiler.

ENGI0003-044 09/03/2018

Power Equipment Operators

(PAVING)

Asphalt Concrete Material

Transfer....................$ 42.92 32.08

Asphalt Plant Operator......$ 43.35 32.08

Asphalt Raker...............$ 41.96 32.08

Asphalt Spreader Operator...$ 43.44 32.08

Cold Planer.................$ 43.75 32.08

Combination Loader/Backhoe

(over 3/4 cu.yd.)...........$ 41.96 32.08

Combination Loader/Backhoe

(up to 3/4 cu.yd.)..........$ 40.98 32.08

Concrete Saws and/or

Grinder (self-propelled unit on streets, highways, airports and canals)........$ 42.92 32.08

Grader......................$ 43.75 32.08

Laborer, Hand Roller........$ 41.46 32.08

Loader (2 1/2 cu. yds. and under)......................$ 42.92 32.08

Loader (over 2 1/2 cu.

yds. to and including 5

cu. yds.)...................$ 43.24 32.08

Roller Operator (five tons and under)..................$ 41.69 32.08

Roller Operator (over five tons).......................$ 43.12 32.08

Screed Person...............$ 42.92 32.08

Section 00 72 00 - Page 12

(Am-0002)

Soil Stabilizer.............$ 43.75 32.08

IRON0625-001 09/01/2019

Ironworkers:.....................$ 41.50 37.55

a. Employees will be paid $.50 per hour more while working in tunnels and coffer dams; $1.00 per hour more when required to work under or are covered with water (submerged) and when they are required to work on the summit of Mauna Kea, Mauna Loa or

Haleakala.

LABO0368-001 09/02/2019

Laborers:

Driller.....................$ 39.05 21.52

Final Clean Up..............$ 29.25 17.22

Gunite/Shotcrete Operator and High Scaler.............$ 38.55 21.52

Laborer I...................$ 38.05 21.52

Laborer II..................$ 35.45 21.52

Mason Tender/Hod Carrier....$ 38.55 21.52

Powderman...................$ 39.05 21.52

Window Washer (bosun chair).$ 37.55 21.52

LABORERS CLASSIFICATIONS

Laborer I: Air Blasting run by electric or pneumatic compressor; Asphalt Laborer, Ironer, Raker, Luteman, and

Handroller, and all types of Asphalt Spreader Boxes;

Asphalt Shoveler; Assembly and Installation of Multiplates, Liner Plates, Rings, Mesh, Mats; Batching Plant (portable and temporary); Boring Machine Operator (under streets and sidewalks); Buggymobile; Burning and Welding; Chainsaw, Faller, Logloader, and Bucker; Compactors (Jackson Jumping

Jack and similar); Concrete Bucket Dumpman; Concrete

Chipping; Concrete Chuteman/Hoseman (pouring concrete) (the handling of the chute from ready-mix trucks for such jobs as walls, slabs, decks, floors, foundations, footings, curbs, gutters, and sidewalks); Concrete Core Cutter

(Walls, Floors, and Ceiling); Concrete Grinding or Sanding;

Concrete: Hooking on, signaling, dumping of concrete for extreme work over water on caissons, pilings, abutments, etc.; Concrete: Mixing, handling, conveying, pouring, Section 00 72 00 - Page 13

(Am-0002) vibrating, otherwise placing of concrete or aggregates or by any other process; Concrete: Operation of motorized wheelbarrows or buggies or machines of similar character, whether run by gas, diesel, or electric power; Concrete

Placement Machine Operator: operation of Somero Hammerhead, Copperheads, or similar machines; Concrete Pump Machine

(laying, coupling, uncoupling of all connections and cleaning of equipment); Concrete and/or Asphalt Saw

(Walking or Handtype) (cutting walls or flatwork) (scoring old or new concrete and/or asphalt) (cutting for expansion joints) (streets and ways for laying of pipe, cable or conduit for all purposes); Concrete Shovelers/Laborers (Wet or Dry); Concrete Screeding for Rough Strike-Off: Rodding or striking-off, by hand or mechanical means prior to finishing; Concrete Vibrator Operator; Coring Holes: Walls, footings, piers or other obstructions for passage of pipes or conduits for any purpose and the pouring of concrete to secure the hole; Cribbers, Shorer, Lagging, Sheeting, and

Trench Jacking and Bracing, Hand-Guided Lagging Hammer

Whaling Bracing; Curbing (Concrete and Asphalt); Curing of

Concrete (impervious membrane and form oiler) mortar and other materials by any mode or method; Cut Granite Curb

Setter (setting, leveling and grouting of all precast concrete or stone curbs); Cutting and Burning Torch

(demolition); Dri Pak-It Machine; Environmental Abatement:

removal of asbestos, lead, and bio hazardous materials (EPA and/or OSHA certified); Falling, bucking, yarding, loading or burning of all trees or timber on construction site;

Forklift (9 ft. and under); Gas, Pneumatic, and Electric tools; Grating and Grill work for drains or other purposes;

Green Cutter of concrete or aggregate in any form, by hand, mechanical means, grindstone or air and/or water; Grout:

Spreading for any purpose; Guinea Chaser (Grade Checker) for general utility trenches, sitework, and excavation;

Headerboard Man (Asphalt or Concrete); Heat Welder of

Plastic (Laborers' AGC certified workers) (when work involves waterproofing for waterponds, artificial lakes and reservoir) heat welding for sewer pipes and fusion of HDPE pipes; Heavy Highway Laborer (Rigging, signaling, handling, and…