W9128A-20-R-0016 Am-0005.pdf

PDF 2 MB Posted

Attached to
Repair Building 502, Fort Shafter, Oahu, Hawaii
Solicitation number
W9128A-20-R-0016
Issued by

About this file

This is a solicitation for a firm-fixed price construction contract to repair Building 502 located at Fort Shafter, Hawaii. The project scope involves removing two existing living units per floor to provide stacked utility cores, adding common laundries on all floors, renovating existing barracks modules, reconfiguring interior spaces, replacing finishes, and removing two units per floor from six through eight to provide dayroom support spaces on each floor. Offerors must propose on all contract line items. The basis for award will be lowest price technically acceptable. The performance period is 840 calendar days. The project value is between $25-50 million. The soliciting agency is the U.S. Army Corps of Engineers, Honolulu District. The NAICS code is 236220. The small business size standard is $39.5 million average annual revenue. Site visits will be held on August 13, 2020 at 10am Hawaii time. Proposals will be evaluated on experience, past performance, technical approach, and price. Award will be made to the best value offeror. Subcontracting goals are included.

View the file

Other files

Show all 13

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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

Repair Building 502, Fort Shafter, Oahu, Haw aii

See Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9128A20R0016

X 9B. DATED (SEE ITEM 11)

06-Aug-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

Am-0005

5. PROJECT NO.(If applicable)

6. ISSUED BY CODE

CEPOH - CONTRACTING DIVISION HAWAII

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:

3. EFFECTIVE DATE

31-Aug-2020

W9128A20R0016 Am-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0005)” is shown on each revised page.

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

Section 00 10 00 – Page 2 Section 00 22 16 – Pages 6, 10, 12 Section 00 22 16, Attachment A – Page 1

b. REPLACED SECTIONS. The following sections have been deleted from the solicitation in its entirety and replaced with new sections.

Section 00 72 00, Attachment A – Davis Bacon Wage Rates

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

Section 00 60 00, Attachment B – Requests for Information (#17-18)

2. CHANGES TO DRAWINGS.

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

Sheet ID Mark Revision Date Description of Revision G-002 5 08/31/20 Index Updated with Amendments S-101 5 08/31/20 Adjusts door at Electrical Room: Add CMU Wall Infill S-102 5 08/31/20 Adds additional structural support at Mech Room S-103 5 08/31/20 Adds additional structural support at Mech Room S-104 5 08/31/20 Adds additional structural support at Mech Room S-105 5 08/31/20 Adds additional structural support at Mech Room S-106 5 08/31/20 Adds additional structural support at Mech Room S-107 5 08/31/20 Adds additional structural support at Mech Room S-108 5 08/31/20 Adds additional structural support at Mech Room S-402 5 08/31/20 Adjusts door at Electrical Room: Add CMU Wall Infill S-405 5 08/31/20 Adds additional structural support at Mech Room S-406 5 08/31/20 Adds additional structural support at Mech Room S-408 5 08/31/20 Modifies Mechanical Equipment structural supports S-505 5 08/31/20 Adds additional structural support at Mech Room S-506 5 08/31/20 Clarification to Mech Support Details S-509 5 08/31/20 Adjusts door at Electrical Room: Add CMU Wall Infill A-102 5 08/31/20 Additional information added to note G5 A-103 5 08/31/20 Additional information added to note G5 A-104 5 08/31/20 Additional information added to note G5 A-403 5 08/31/20 Additional information added to note G5 FX101 5 08/31/20 Adjusts Fire Sprinkler line runs FX102 5 08/31/20 Adjusts Fire Sprinkler line runs FX103 5 08/31/20 Adjusts Fire Sprinkler line runs FX104 5 08/31/20 Adjusts Fire Sprinkler line runs FX601 5 08/31/20 Adjusts Fire Sprinkler line runs MH401 5 08/31/20 Adjusts HVAC flex duct size & layout MH402 5 08/31/20 Adjusts HVAC flex duct size & layout MH403 5 08/31/20 Adjusts HVAC flex duct size & layout MH404 5 08/31/20 Adjusts HVAC flex duct size & layout

Am-0005

MH405 5 08/31/20 Adjusts HVAC flex duct size & layout MH406 5 08/31/20 Adjusts HVAC flex duct size & layout MH407 5 08/31/20 Adjusts HVAC flex duct size & layout MH408 5 08/31/20 Adjusts HVAC flex duct size & layout MH409 5 08/31/20 Adjusts HVAC flex duct size & layout MH410 5 08/31/20 Adjusts HVAC flex duct size & layout MH411 5 08/31/20 Adjusts HVAC flex duct size & layout MH412 5 08/31/20 Adjusts HVAC flex duct size & layout

3. The proposal due date and time remain unchanged.

Section 00 10 00 – Page 2

NOTES TO PROPOSAL SCHEDULE:

1. This procurement is UNRESTRICTED.

2. Failure to provide an offer on all CLINs listed in the Proposal Schedule may cause the Offeror to be ineligible for award.

3. The basis of award will be in accordance with Section 00 22 16, Proposal Submission Requirements and Evaluation Factors.

4. See Section 00 21 16, FAR Provision 52.217-5 Evaluation of Options. By submission of a price under the Option, the Offer agrees that the Government may exercise the OPTION at any time within 270 calendar days following the date of the award of the basic contract.

5. Offerors must have and/or maintain an active registration with the System for Award Management (SAM) website. The Government will only award a contract to an offeror actively registered in the SAM database. To register in SAM, go to http://www.sam.gov.

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

If the Offeror is other than a small business concern, the Offeror shall submit a subcontracting plan with the proposal, in accordance with FAR 52.219-9. See Section 00 22 16, Appendix A for a sample. During proposal evaluation the Contracting Officer will request an electronic format of the offeror’s subcontracting plan, of what was submitted with the proposal. See Section 00 22 16, Paragraph 7.1.10 for requirements associated with the Subcontracting Plan.

7. Each Offeror must submit the following documents electronically in PDF format. Failure to submit all required documents electronically in PDF format may result in the Bidder being considered non-responsive. Please refer to Section 00 73 00, Appendix A – Electronic Bid Submissions, for further instructions.

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

b. Proposal Schedule

c. Section 00 45 00, Representations and Certifications

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

Lobbying Activities

e. Volumes 1 and 2 in response to Section 00 22 16

8. The magnitude of this construction project is $25,000,000 - $50,000,000.

9. Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet. Please refer to Section 00 73 00, Appendix B – Bidder Questions and Comments, for further instructions.

10. The quantities identified in CLINs 0002, 0003 and 0004 are estimated, and they are subject to FAR clause 52.211-18, Variation in Estimated Quantity.

(Am-0005)

Section 00 22 16 – Page 6

Any pages that exceed this page limitation will not be considered.

c. Narrative Description Criteria

In addition to Attachment A, the Offeror shall provide a narrative description of each contract included in its proposal within the page limitation per paragraph 3.4.2. Each narrative shall contain a clear explanation of how the contract is similar in size, scope, and complexity to that outlined in the solicitation. At a minimum, each Offeror shall clearly demonstrate how the Offeror’s experience meets the following:

Renovation or new construction of multi-story barracks type and/or multi-unit housing type projects.

d. Joint Ventures

If the Offeror is a Joint Venture (JV) and the JV does not have experience working as a JV, each of the parties in the JV may submit experience on behalf of the Offeror. All references herein to “the Offeror” include all proposed joint venture parties. Submitted contracts by parties in a joint-venture or from the joint-venture itself will be considered and evaluated if the party or the joint-venture itself was the prime contractor. Information provided as to potential sub-contractors (not included in the joint venture) will not be considered or evaluated.

The JV shall submit a minimum of two (2) and no more than five (5) relevant contracts. The submitted contracts could have been performed by either of the JV parties.

4.1.2 Relevant Contracts

In order to be considered relevant, a contract (including a task order issued under an IDIQ-type contract) must be similar in size, scope, and complexity to the work required by the solicitation and meet the following criteria:

a. Each submitted contract was substantially complete within six (6) ten (10) years before the date this solicitation was issued. “Substantially complete” means a contract administrator or equivalent determined that the terms of contract were fulfilled to the extent that the constructed product could be occupied or used for its intended purposes. Evidence provided by the owner/contracting agency or CPARS documentation must be included in the proposal to demonstrate the date the contract was substantially complete.

Documentation in regard to substantial completion does not count against the page limitations in paragraph 3.4.2.

b. For each submitted contract, the Offeror (or the party in the JV, in the case of an Offeror JV, per paragraph 4.1.1.d.) was the prime contractor.

c. For each submitted contract, the final contract amount (after any modifications) was $25,000,000 or greater.

d. A minimum of one of the otherwise relevant renovation contracts (new construction or renovation) was performed at a remote location (Hawaii or site similar to Hawaii). Offeror must describe how a project that was performed at a location other than Hawaii was similar to Hawaii.

e. The Offeror must submit at least two (2) and no more than five (5) relevant contracts. The Offeror must submit at least one renovation contract that meets paragraph 4.1.2 items a through c. The remaining contracts submitted may be either new construction or renovation, but must meet paragraph 4.1.2 items a through c.

4.1.3 Evaluation Criteria

The Government will evaluate to determine if the Offeror’s proposal complies with the submission requirements in paragraph 4.1.1 and the relevancy criteria in paragraph 4.1.2. The Government will then assign an adjectival rating in accordance with paragraph 4.1.4.

Section 00 22 16 – Page 10

f. Proposed approach to successful quality control.

g. How it will meet the solicitation/contract QC System Manager qualifications.

h. How it will meet the solicitation/contract QC Representative qualifications.

The maximum number of pages for this factor shall not exceed eight (8) pages. Any pages that exceed this limitation will not be considered.

6.1.2 Evaluation Criteria

The Government will evaluate to determine whether if the Offeror’s proposal complies with the submission requirements in paragraph 6.1.1. The Government will then assign an adjectival rating in accordance with paragraph 6.1.3.

6.1.3 The Government will use the following as the basis of evaluation:

Factor 3, Technical Approach

Adjectival Rating Description

Acceptable The proposal has demonstrated an adequate approach and understanding of the requirements.

Unacceptable The proposal has not demonstrated an adequate approach and understanding of the requirements.

7.0 VOLUME 2: PRICE PROPOSAL

7.1 SPECIFIC INSTRUCTIONS FOR THE PRICE PROPOSAL (VOLUME 2)

7.1.1 Price Proposal. Submit the Price Proposal in read-only PDF format. The only documents that can be scanned are the items in paragraph 7.1.3 the SF1442, acknowledgement of amendments, and a letter from the surety for bonding capability. Sections of the proposal shall be bookmarked (linked to the index) in logical order.

a. Offerors shall submit the price proposal via DoD SAFE (refer to Section 00 73 00, Appendix A). The PDF file for the price proposal shall be titled, “W9128A20R0016_COMPANY NAME_PRICE

PROPOSAL”.

b. Offerors shall submit one (1) hard copy of the original price proposal within seven (7) calendar days after the proposal due date.

7.1.2 Size Restrictions and Page Limits. The following are established for each factor:

Factor 4 – Section 00 10 00 Proposal Schedule: No page limit

Proposal material shall be submitted in PDF format. Do not use a font size smaller than 10 pitch, an unusual font style such as script, or condensed print for any submission. Each page shall be identified with the appropriate page number centered at the bottom of the page. Sheet size of the proposal contents shall be 8-1/2 inches x 11 inches.

Section 00 22 16 – Page 12

7.1.5 Volume 2, TAB 2: The SF 1442, Solicitation, Offer, and Award is to be completed by all Offerors and duly executed with an original signature by an official authorized to bind the company in accordance with FAR

4.102. All amendments must be acknowledged by all Offerors in accordance with the instructions on the Standard Form 30, Amendment of Solicitation.

7.1.6 Volume 2, TAB 3: The Proposal Schedule is to be completed in its entirety by all Offerors. See Section 00 10 00 with attached notes, for further instructions.

7.1.7 Volume 2, TAB 4: Offerors shall provide a scanned copy of an original letter from the Offeror’s surety(ies) which indicates the Offeror has bonding capability for an amount that equals or exceeds the Offeror’s price proposal. Failure to provide bonding capability equal to or exceeding the Offeror’s proposed price will make the Offeror ineligible for award.

7.1.8 Volume 2, TAB 5: All Offerors must have electronically completed the annual Representations and Certifications on the System for Award Management (SAM) Website at www.sam.gov or respond with the completed Representations / Certifications found in the solicitation. The Offerors are responsible for ensuring that these on-line Representations and Certifications are updated as necessary to reflect changes, but at least annually to ensure that it is kept current, accurate and complete. Additionally, the Offeror must also complete and return the “Representations, Certifications, and Other Statements of Offerors” included in the solicitation.

If the Offeror is a Joint Venture (JV) and it does not have the SAM Representations and Certifications as a JV, all participants of the JV must separately complete the SAM Representations and Certification.

7.1.9 Volume 2, TAB 6: Joint Venture Agreement (if applicable): If the Offeror is a Joint Venture (JV), include a copy of the finalized / approved JV Agreement. JV Agreements must clearly indicate the percentages of the JV participants, in particular the percent of the controlling party, and a clear delineation of responsibilities and authorities between the JV parties. If the Offeror is a Limited Liability Company, include a copy of the Articles of Organization / Incorporation.

In the case of an Offeror that is part of a large, multi-segmented business concern, provide information directly pertaining to the specific segment of the business concern (i.e., the division, group, unit, etc.) that will perform work under the prospective contract.

Note: If the Offeror is not required to submit any information under a listed Tab (such as a JV Agreement) in accordance with the instructions below, the tab can be omitted.

7.1.10 Volume 2, TAB 7: Subcontracting Plan (only required from Large Business Concerns)

If the Offeror is a large business concern, the Offeror shall submit a subcontracting plan in accordance with FAR 52.219-9 (See Section 00 22 16, Appendix A for a sample) NO LATER THAN five (5) calendar days after a notification request from the Contracting Officer or the Contract Specialist. The Offeror may e-mail its small business subcontracting plan to Colin Waki (colin.k.waki@usace.army.mil) and Kent Tamai (kent.a.tamai@usace.army.mil).

The plan shall include a description of the types of services the firm proposes to subcontract with small business (SB), small disadvantaged business (SDB) (to include historically black colleges and universities/minority institutions (HBCU/MI)), woman-owned small business (WOSB), HUBZone business, veteran-owned small business (VOSB) and service-disabled veteran-owned small business (SDVOSB), along with the proposed percentages of their participation, to demonstrate a plan to meet the subcontracting goals that will apply to these contracts. The Offeror shall provide specific information on proposed subcontracted effort for this project.

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

Section 00 22 16 – Attachment A – Page 1

Attachment A

EXPERIENCE INFORMATION

(To be completed by Contractor)

If the Offeror is in a Joint Venture, identify which contractor in the Joint Venture Completed the contract.

1. Contractor: Name:

Address:

DUNS:

CAGE Code:

2. Contract /Task Order(TO) /Purchase Order (PO) Number:

3. Contract/TO/PO Award Amount:

4. Contract/TO /PO Status: Period of Performance:

Original Completion Date: Percent Complete: ______%

Actual Completion Date (with time extensions):

Award Date: Final Contract Price: Percent of work performed by Prime:

Contract Title and Location (city, state):

Type of Contract (Design-Build, Design-Bid-Build, Work Plan Construct, Firm Fixed-Price, Cost Plus, etc.):

Contract Description (Narrative Description) -- to include the role of the contractor on the contract and specific responsibilities of the contractor in performance of the effort:

Type / scope of work performed by the Offeror:

Type / scope of work performed by Subcontractors:

Quality Awards, Letters of Appreciation, etc.

7. Project Owner or Project Manager for the Client – provide:

Name:

Address:

Telephone Number and E-mail:

Repair Building 502 Fort Shafter, Oahu, Hawaii

RFI # Reference Question Government Response 17 01 57 19 Although 01 57 19, paragraph 1.13 of the specifications contains language assigning small quantity generator title to the Owner it does not clearly indemnify the Contractor from future responsibility for the contaminated material and hazardous waste once properly handled and disposed and the Contractor has done all his work. Please clarify that the Owner is the generator, reasonable party, and owner of waste shown and /or not shown in the contract documents, and will sign off on waste manifiest documents.

See Section 01 57 19, Paragraphs 3.7.3 - 3.7.3.6, per the original solicitation, for control and management of hazardous waste, including hazardous waste generator and manifest requirments.

18 A-102 General Key Note G5 requires "New Concrete Topping on Existing Slab."

Please confirm the required thickness of new topping is 3".

See Detail K12 on Revised Drawing S-510, per Am-0004; and Detail G5 on Revised Drawings A-102, A-103, A-104, and A-403, per Am-0005.

Section 00 60 00, Attachment B (Am‐0005)

"General Decision Number: HI20200001 08/28/2020

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 3 02/21/2020 4 03/06/2020 5 03/20/2020 6 04/03/2020 7 07/24/2020 8 08/21/2020 9 08/28/2020

ASBE0132-001 08/31/2015

Rates Fringes

Asbestos Workers/Insulator Includes application of all insulating materials, protective coverings, coatings and finishes to

Section 00 72 00, Attachment A - Page 1 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

Rates Fringes

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

BRHI0001-001 01/01/2019

Rates Fringes

BRICKLAYER

Bricklayers and Stonemasons.$ 43.66 24.32 Pointers, Caulkers and Weatherproofers.............$ 43.60 24.32

BRHI0001-002 09/04/2018

Rates Fringes

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

CARP0745-001 09/02/2019

Rates Fringes

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

Rates Fringes

Drywall and Acoustical Workers and Lathers..............$ 50.20 22.40

* ELEC1186-001 08/23/2020

Rates Fringes

Electricians:

Cable Splicers..............$ 56.71 33.10

Section 00 72 00, Attachment A - Page 2

Electricians................$ 51.55 31.90 Telecommunication worker....$ 31.69 12.94

* ELEC1186-002 08/23/2020

Rates Fringes

Line Construction:

Cable Splicers..............$ 56.71 33.10 Groundmen/Truck Drivers.....$ 38.66 28.95 Heavy Equipment Operators...$ 46.40 30.75 Linemen.....................$ 51.55 31.91 Telecommunication worker....$ 31.69 12.49

ELEV0126-001 01/01/2020

Rates Fringes

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

Rates Fringes

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

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

Section 00 72 00, Attachment A - Page 3

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).

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

Section 00 72 00, Attachment A - Page 4

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).

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 Loaderand 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

Section 00 72 00, Attachment A - Page 5 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 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, 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).

Section 00 72 00, Attachment A - Page 6

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 Booms over 250 feet 1.75

ENGI0003-004 09/04/2017

Rates Fringes

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

Section 00 72 00, Attachment A - Page 7

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.

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

Rates Fringes

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

Section 00 72 00, Attachment A - Page 8

Roller Operator (over five tons).......................$ 43.12 32.08 Screed Person...............$ 42.92 32.08 Soil Stabilizer.............$ 43.75 32.08

IRON0625-001 09/01/2019

Rates Fringes

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

Rates Fringes

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 treme work over water on caissons, pilings, abutments, etc.; Concrete: Mixing, handling, conveying, pouring, 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, Section 00 72 00, Attachment A - Page 9 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 installation of pre-cast catch basins, manholes, curbs and gutters); High Pressure Nozzleman - Hydraulic Monitor (over 100# pressure); Jackhammer Operator; Jacking of slip forms: All semi and unskilled work connected therewithin;

Laying of all multi-cell conduit or multi-purpose pipe;

Magnesite and Mastic Workers (Wet or Dry)(including mixer operator);Mortar Man; Mortar Mixer (Block, Brick, Masonry, and Plastering); Nozzleman (Sandblasting and/or Water Blasting): handling, placing and operation of nozzle;

Operation, Manual or Hydraulic jacking of shields and the use of such other mechanical equipment as may be necessary;

Pavement Breakers; Paving, curbing and surfacing of streets, ways, courts, under and overpasses, bridges, approaches, slope walls, and all other labor connected therewith; Pilecutters; Pipe Accessment in place, bolting and lining up of sectional metal or other pipe including corrugated pipe; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, HDPE, metallic or non-metallic, conduit, and any other stationary-type of tubular device used for conveying of any substance or element, whether water, sewage, solid, gas, air, or other product whatsoever and without regard to the nature of material from which tubular material is fabricated; No-joint pipe and stripping of same, Pipewrapper, Caulker, Bander, Kettlemen, and men applying asphalt, Laykold, treating Creosote and similar-type materials (6-inch) pipe and over); Piping: resurfacing and paving of all ditches in preparation for laying of all pipes; Pipe laying of lateral sewer pipe from main or side sewer to buildings or structure (except Contactor may direct work be done under proper supervision); Pipe laying, leveling and marking of the joint used for main or side sewers and storm sewers; Laying of all clay, terra cotta, ironstone, vitrified concrete, HDPE or other pipe for drainage; Placing and setting of water mains, gas mains and all pipe including removal of skids; Plaster Mortar Mixer/Pump; Pneumatic Impact Wrench; Portable Sawmill Operation: Choker setters, off bearers, and lumber handlers connected with clearing; Posthole Digger (Hand Held, Gas, Section 00 72 00, Attachment A - Page 10

Air and Electric); Powderman's Tender; Power Broom Sweepers (Small); Preparation and Compaction of roadbeds for railroad track laying, highway construction, and the preparation of trenches, footings, etc., for cross-country transmission by pipelines, electrical transmission or underground lines or cables (by mechanical means); Raising of structure by manual or hydraulic jacks or other methods and resetting of structure in new locations, including all concrete work; Ramming or compaction; Rigging in connection with Laborers' work (except demolition), Signaling (including the use of walkie talkie) Choke Setting, tag line usage; Tagging and Signaling of building materials into high rise units; Riprap, Stonepaver, and Rock Slinger (includes placement of stacked concrete, wet or dry and loading, unloading, signaling, slinging and setting of other similar materials); Rotary Scarifier (including multiple head concrete chipping Scarifier); Salamander Heater, Drying of plaster, concrete mortar or other aggregate; Scaffold Erector Leadman; Scaffolds: (Swing and hanging) including maintenance thereof; Scaler; Septic Tank/Cesspool and Drain Fields Digger and Installer;

Shredder/Chipper (tree branches, brush, etc.); Stripping and Setting Forms; Stripping of Forms: Other than panel forms which are to be re-used in their original form, and stripping of forms on all flat arch work; Tampers (Barko, Wacker, and similar type); Tank Scaler and Cleaners;

Tarman; Tree Climbers and Trimmers; Trencher (includes hand-held, Davis T-66 and similar type); Trucks (flatbed up to and including 2 1/2 tons when used in connection with on-site Laborers'work; Trucks (Refuse and Garbage Disposal) (from job site to dump); Vibra-Screed (Bull Float in connection with Laborers' work); Well Points, Installation of or any other dewatering system.

Laborer II: Asphalt Plant Laborer; Boring Machine Tender;

Bridge Laborer; Burning of all debris (crates, boxes, packaging waste materials); Chainman, Rodmen, and Grade Markers; Cleaning, clearing, grading and/or removal for streets, highways, roadways, aprons, runways, sidewalks, parking areas, airports, approaches, and other similar installations; Cleaning or reconditioning of streets, ways, sewers and waterlines, all maintenance work and work of an unskilled and semi-skilled nature; Concrete Bucket Tender (Groundman) hooking and unhooking of bucket; Concrete Forms; moving, cleaning, oiling and carrying to the next point of erection of all forms; Concrete Products Plant Laborers; Conveyor Tender (conveying of building materials); Crushed Stone Yards and Gravel and Sand Pit Laborers and all other similar plants; Demolition, Wrecking and Salvage Laborers: Wrecking and dismantling of buildings and all structures, with use of cutting or wrecking tools, breaking away, cleaning and removal of all fixtures, All hooking, unhooking, signaling of materials for salvage or scrap removed by crane or derrick; Digging under streets, roadways, aprons or other paved surfaces; Driller's Tender;

Chuck Tender, Outside Nipper; Dry-packing of concrete (plugging and filling of she-bolt holes); Fence and/or Guardrail Erector: Dismantling and/or re-installation of all fence; Finegrader; Firewatcher; Flagman (Coning, preparing, stablishing and removing portable roadway barricade devices); Signal Men on all construction work defined herein, including Traffic Control Signal Men at construction site; General Excavation; Backfilling, Grading and all other labor connected therewith; Digging of trenches, ditches and manholes and the leveling, grading

Section 00 72 00, Attachment A - Page 11 and other preparation prior to laying pipe or conduit for any purpose; Excavations and foundations for buildings, piers, foundations and holes, and all other construction.

Preparation of street ways and bridges; General Laborer:

Cleaning and Clearing of all debris and surplus material.

Clean-up of right-of-way. Clearing and slashing of brush or trees by hand or mechanical cutting. General Clean up:

sweeping, cleaning, wash-down, wiping of construction facility and…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .