Solicitation W912WJ21Q0145.pdf

FOX POINT HURRICANE BARRIER

JOHN MACPHERSON

528 EDDY ST

PROVIDENCE RI 02903

TEL: 978-318-8176 FAX:

W13G86119692710001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ21Q0145 12-Aug-2021 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

24-Aug-2021(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

978-318-8256FRED E RILEY

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W912WJ21Q0145

Section B - Supplies or Services and Prices

INSRUCTIONS TO OFFERORS

*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE 52.236-27

FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT QUESTIONS TO FRED E. RILEY AT (978) 318-8326 or

FRED.E.RILEY@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT WHICH

CONFLICTS WITH THIS SOLICITAION SHOULD BE BROUGHT TO THE ATTENTION OF FRED RILEY.

THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE GOVERNING DOCUMENT IN ALL

CASES.

**QUOTES CAN BE E-MAILED TO FRED RILEY AT FRED.E.RILEY@USACE.ARMY.MIL.

NOTE 1: In accordance with FAR Part 28.102-1(c), the Contractor will be required to provide one of the following payment protections for all construction contracts greater than $35,000.00 but not greater than $150,000.00.

(i) Payment bond or

(ii) Irrevocable letter of credit

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

**No Payment Protections Required for construction contracts less than $35,000**

NOTE 3: QUOTATION INSTRUCTIONS:

1. If subcontractor will be used for this work, please provide company names:

2. In accordance with FAR Part 52.204-7(b)(1) Contractors must be registered in the System for Award Management (SAM) database (www.SAM.gov) to submit an offer. (Formerly the Central Contractor Registration (CCR) database and the On-Line Representations and Certifications (ORCA).) Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website. Please note that Google and Google Chrome are not supported browsers for SAM registration. Mozilla FireFox, Safari, and Internet Explorer are supported browsers.

NOTE: SAM.gov registration takes approximately 3 weeks (DUNS registration 1-2 business days; CAGE code validation up to 10 business days; IRS validation and overall submission 7-10 business days). It is the contractor’s responsibility to track SAM.gov registration and follow-up with required tasks.

In addition, if you are registering a new entity in SAM.gov, you must provide an original, signed notarized letter stating that you are the authorized Entity Administrator. The Entity Administrator must establish a LOGIN.GOV account using the e-mail address that will be associated with the SAM registration. See https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/sam-update for additional information.

3. Provide business DUNS number: _______________________________ (phone 800-333-0505 for DUNS).

4. Provide business CAGE code: __________________________________

5. Tax Identification Number: ___________________________________

6. Contractors shall provide completed FAR clause 52.204-8 (Annual Representations and Certifications) found in Section K of this solicitation with their quote, if the Contractors have not completed their annual representations and certifications electronically via the SAM website at www.sam.gov. (See Paragraph 2 above).

7. Contractors are not required to submit an Accident Prevention Plan (APP) with their quote. The successful offeror will be required to submit this document at the direction of the Technical Point of Contact. The APP must be accepted by the Government Designated Authority prior to the commencement of work.

POTENTIAL QUOTERS ARE NOTIFIED THAT THE BASIS ON WHICH AWARD WILL BE MADE IS PRICE

ALONE.

ALL RESPONSIBLE SOURCES MAY SUBMIT A RESPONSE WHICH, IF TIMELY RECEIVED, MUST BE

CONSIDERED BY THE AGENCY.

INVOICES SHALL BE SENT TO TECHNICAL POINT OF CONTACT.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job FPHB Pavement Repairs

FFP

Contractor shall furnish all labor, materials and equipment necessary to repair existing bitumionous pavement located adjacent to the hurricane barrier located in Providence, RI in accordance with the Statement of Work.

FOB: Destination

PURCHASE REQUEST NUMBER: W13G86119692710001

PSC CD: Y1KA

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

PAVEMENT REPAIRS

FOX POINT HURRICANE BARRIER

U.S. ARMY CORPS OF ENGINEERS

Providence, Rhode Island Statement of Work

I. General

1. Scope of work

Furnish all labor, equipment, materials, and services to repair existing bituminous pavement located adjacent to the barrier in Providence RI. The area to be paved (Area A) is approximately 3300 sq ft (see Figure 1). Work includes saw cutting and removal of some existing bituminous pavement, installation of new subgrade material and new hot mix asphalt pavement consistent with Rhode Island Department of Transportation (RIDOT) Standard Specifications.

2. Location The pumpstation of the Fox Point Hurricane Barrier Project is located at 40 Point Street, Providence RI 02905.

3. Site Visit

Contact the Technical Point of Contact if there are questions. The Technical Point of Contact for the project is Andrew Cattano (978-318-8329 or Andrew.M.Cattano@usace.army.mil).

4. Schedule The work shall be completed within 180 days from Contract Award. Contractor shall commence work within 14 calender days after Contract Award. The project area will be open to the contractor Monday through Friday, 7:00 AM to 3:30 PM. All work must be done during these hours unless additional hours are approved by the Technical Point of Contact.

No work shall be done on weekends or Government holidays.

5. Safety Requirements

a. General: All work shall be conducted in accordance with the U.S. Army Corps of

Engineers Safety and Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), federal, state, and local safety, and health requirements. A copy of EM 385-1-1 is available electronically at Headquarters USACE website.

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_3 85-1-1.pdf

b. Accident Prevention Plan: The Contractor shall prepare an Accident Prevention Plan

(APP) specific to the activities being performed. It shall include Activity Hazard Analyses (AHAs) for all tasks. Work shall not proceed until the APP has been reviewed and accepted by the Government.

Contractors are responsible to ensure their subcontractors are in compliance with safety requirements. The Contractor shall conduct a safety meeting at the project site on the first day of work, whenever a new activity or phase of work begins, or at least weekly during the progress of work. Emergency procedures shall be documented in the Accident Prevention Plan and will include a map with directions to the nearest hospital, emergency contact numbers, and onsite First Aid/CPR responders.

c. Activity Hazard Analyses: An AHA shall be submitted for each major phase of work.

The analysis shall define all activities to be performed, identify the sequence of work, the specific hazards anticipated, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level. Work shall not proceed on a phase of work until the AHAs have been accepted. A preparatory meeting shall be conducted to discuss the AHAs with onsite employees. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

d. Required Personnel: The Contractor shall employ a minimum of one competent person at the project site that is responsible for safety. The safety person shall be present at the project site and be responsible for safe means and methods of construction and compliance with approved safety plans. The safety person is required to have related construction experience and have completed a 10 Hour OSHA training (or more).

e. Accident Reporting: All accidents and near misses shall be investigated by the Contractor and reported to the Technical Point of Contact immediately.

f. COVID-19 Precautions: As part of the APP and AHAs include site specific COVID-19 monitoring procedures which address, at a minimum, the following elements: Procedures for periodic sanitation and disinfecting of equipment, vehicles, and tools in accordance with Centers for Disease Control and Prevention (CDC) guidelines. Employee training on the signs, symptoms, and protection measures in accordance with CDC guidelines.

6. Preconstruction Conference Prior to the start of any work, the Contractor and Technical Point of Contact will schedule and conduct a “Preconstruction Conference”. The Contractor’s staff responsible for quality and safety on the job site will attend this meeting. This conference will be scheduled for a time and location agreeable to the government and contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the requirements in terms of safety, quality, communications, inspections, and payments. Storage areas for materials, equipment and dumpsters will also be coordinated at this meeting.

7. Permits

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, County, and Municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

8. Security

Access shall be from the Point Street entrance to the Manchester Street Power Station (Dominion Energy), through Dominion Energy's Power Station to the west side of the project. The contractor will comply with all established security policies at the Manchester Street Power Station. The Contractor shall sign in each day at the security office at the entrance to the power station. The speed limit on Dominion Energy's property is 9.5 miles per hour and is strictly enforced. Exceeding this speed limit may result in denial of access to the site. The Contractor shall meet all deliveries of materials and equipment at the security office. Potential periods of heightened security may affect access to work areas. During periods of heightened security, the Government reserves the right, at any time, to close any property and reschedule work. The Contractor shall be given at least 24-hour notice of any such closure.

9. Contractor Conduct

The work area is located on Federal property. Contractor and employees must act in a professional manner at all times. Alcohol and firearms are prohibited on project grounds.

10. Payment

After final inspection and acceptance by the Government, the Contractor must submit an invoice to the Technical Point of Contact. The invoice shall include the proper name of the contractor, invoice date, contract number, dates of service, description of work, and total amount due. Payment for work accepted by the Government will be made within 30 days of receipt of a proper contractor invoice.

Invoices may be mailed to:

US Army Corps of Engineers Cape Cod Canal Field Office P.O. Box 1555 Buzzards Bay, MA 02532 Attn: Andrew Cattano Or Emailed to: Andrew.M.Cattano@usace.army.mil

II. Technical Requirements:

Part 1 General:

Contractor’s work and responsibility includes all job scheduling, personnel, equipment, materials, supervision, and quality control necessary to perform the work. All onsite work shall be coordinated with the Technical Point of Contact prior to start.

The Contractor's personnel may use the existing single bathroom facility within the pump station. Temporary restroom facilities provided by the Contractor are not required.

Submittals:

The following submittals must be prepared and submitted for Government acceptance.

Submittals must be accepted by the government prior to the commencement of any field activities. See Part 2-Materials/Products for requirements. Although the Government technically reviews submittals that are required, it is the Contractor’s responsibility to ensure all work is completed in accordance with this scope.

1. Safety Submittal- Safety Plan and Activity Hazard Analyses (AHA’s) that lists potential hazards associated with the field work and appropriate measures to mitigate the hazards.

2. Material specification sheets for subgrade material, bituminous pavement binder and top material, and emulsion tack material proposed. Include name of supplier, location of mixing plant, mix design.

Omissions:

This scope of work may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

Quality Control and Quality Assurance:

The Contractor is responsible for the quality control of the all work. Work shall be performed to quality standards established by RIDOT Standard Specifications. The Government has the right to inspect and test all items called for by the contract, to the extent practicable at all times during the term of the contract.

Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other Contractors and Government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor, or by Government employees.

Receiving and Storing Materials:

Staging and storage areas for materials and equipment are shown on Figure 1. Contractor to coordinate with the Technical Point of Contact on use of staging areas. The contractor is responsible for protecting any stored material until it is placed in service. The contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive material or supplies for the contractor and will not be responsible for damage or theft of contractor equipment or material. Parking spaces available for the Contractor's use on-site are limited.

Clean Up:

The Contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials.

Upon completing work, the contractor shall remove all tools, equipment, and materials that are not the property of the government and shall clean up the job site to the satisfaction of the Government. Areas adjacent to the pavement repairs shall be left neat and free of any debris from construction work.

Sustainability:

EPA Designated: Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels. Offerors must be able to demonstrate that each offered products meets minimum content levels upon request.

Part 2 Materials/Products:

1. Hot Mix Asphalt. Bituminous material shall be RIDOT Class 1 Hot Asphalt Mix (HMA) from a RIDOT approved asphalt processing plant. Pavement shall be 3-inches thick, placed in a 1 ½” binder course and a 1 ½” surface course. Each load shall be covered at all times during transportation. A target temperature and allowable working range of the HMA must be met between loading temperature at the plant and time of compaction at Project, with a minimum compaction temperature as recommended by the supplier. All materials are to be applied in accordance with the manufacturer’s recommendations and in accordance with RIDOT requirements.

2. Subgrade Material. Subgrade material shall be 4-inches thick and comply with RIDOT Standard Specifications – Part 300 Aggregate and Gravel Base and Subbase Courses.

3. Cold applied anionic asphalt emulsion tack coat material must meet ASTM specification D977 for grade RS-1.

Part 3 Execution:

General:

All onsite work shall be coordinated with the Technical Point of Contact prior to start. Work shall be performed in a safe manner that protects both workers and the general public from hazards. Contractor shall dig safe the work area. Work shall be performed in a manner that prevents the release of any contaminants to the environment. Standards of work shall conform to methods in the Rhode Island Department of Transportation (RIDOT) Standard Specifications for Road and Bridge Construction. The pavement shall be installed by experienced installers in accordance with appropriate industry practices to produce a professional quality installation.

Contractor shall note locations of all existing utility structures such as electric manholes, water shutoff valve covers, and exposed concrete footings that exist in pavement area. Work includes protecting and resetting these utility structures to work with new pavement.

Contractor shall prevent any sediment laden runoff from entering waterbodies, drainage inlets, and drainage areas from the pavement.

Work shall be performed expeditiously to minimize impacting vehicle access to pumpstation.

All equipment shall be in good working order with all safety features as recommended by the manufacturer.

Space is available at the work site for a contractor provided dumpster and the location shall be coordinated with the Technical Point of Contact.

Prepare Edges of Pavement:

Saw cut edges of damaged pavement beyond the existing uneven edges. New cut edges shall be square to provide a clean and sound vertical face for new pavement. Remove pavement using appropriate combinations of pneumatic hammers and other equipment that will not damage existing road surfaces. Remove all water and debris. All debris generated from the project shall be removed from the worksite and properly disposed by the Contractor.

Subgrade Preparation and Installation: The Contractor shall prepare the area to receive new pavement. Excavate and remove existing sandy backfill from within the area to receive new pavement. Install a new 4” compacted layer of well-draining subgrade material. Thoroughly compact subgrade material with appropriately sized equipment.

Bituminous Concrete Pavement - General Do not apply asphalt materials if subgrade or base course material is wet or excessively damp.

The asphalt paving equipment, weather limitations, job mix formula, mixing, construction methods, material temperatures, compaction, finishing, tolerance, and protection shall conform to the requirements of the appropriate sections of the RIDOT Standard Specifications for the type of material specified. Asphalt pavement shall not be placed when the temperature of the asphalt pavement surface or base course is below 40 degrees F.

The existing asphalt pavement to remain adjacent to new pavement shall be saw cut to provide a near vertical surface and straight lines to a full depth of asphalt pavement using a concrete saw.

All edges of the existing pavement shall be coated with tack coat material prior to placement of any bituminous concrete pavement. The finished surface of new pavement shall transition smoothly to adjacent pavement.

Both the binder and top courses shall be completely well compacted to achieve 95 percent of the density obtained from laboratory compaction test. Compaction shall not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. Perform rolling with consecutive passes to achieve even and smooth finish without roller marks.

Finished surface of new pavement shall match the existing garage bay slab elevation 9.5’ and slope away from the barrier and floodwall area to match existing drainage patterns. Finish elevations within plus or minus 0.01 of a foot and shall be level to within plus or minus 1/4 inch in 10 feet when measured with a 10-foot straightedge in any direction.

No vehicular traffic or loads shall be permitted on the newly completed pavement until adequate stability has been attained and the material has cooled sufficiently to prevent distortion.

Work includes any adjustments to existing curbs, manholes, valve boxes and other utility structures in the work area.

A tack coat of liquid bituminous material (RS 1 or equal) shall be furnished and applied along all edges immediately prior to placement of the pavement. The edges shall be cleaned of all foreign matter and loose material and shall be dry prior to placing the tack coat. The application shall be made just prior to placement of the top course and shall progress sufficiently ahead of the paving so that the surface remains "tacky." Tack coat shall not be applied when weather conditions would prevent the proper application and curing of the tack coat.

New pavement mix shall be placed by machine and compacted using a steel wheel vibrating roller. For patch areas not large enough to permit use of a roller, compaction shall be accomplished using a mechanical tamper capable of achieving 95% compaction.

ATTACHMENTS

PLEASE REFERENCE PHOTOS AND ATTACHMENTS FOR ADDITIONAL INFORMATION IN REGARD

TO THIS SOLICITATION.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 180 dys. ADC 1 FOX POINT HURRICANE BARRIER

JOHN MACPHERSON

528 EDDY ST

PROVIDENCE RI 02903

978-318-8176 FOB: Destination

961503

Section H - Special Contract Requirements

SECURITY REQUIREMENTS

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Technical Point of Contact NLT 5 calendar days after the completion of the training.

WAGE DETERMINATION

"General Decision Number: RI20210001 07/30/2021

Superseded General Decision Number: RI20200001

State: Rhode Island

Construction Types: Building, Heavy (Heavy and Marine) and Highway

Counties: Rhode Island Statewide.

BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories) HEAVY, HIGHWAY AND MARINE

CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 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 $10.95 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 2021. 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 01/01/2021 1 01/22/2021 2 03/05/2021 3 04/09/2021 4 04/23/2021 5 06/18/2021 6 07/30/2021

ASBE0006-006 12/01/2019

Rates Fringes

HAZARDOUS MATERIAL HANDLER

(Includes preparation, wetting, stripping, removal scrapping, vacuuming, bagging & disposing of all insulation materials, whether they contain asbestos or not, from mechanical systems)..............$ 36.60 22.40

ASBE0006-008 09/01/2019

Rates Fringes

Asbestos Worker/Insulator Includes application of all insulating materials, protective coverings, coatings & finishes to all types of mechanical systems.$ 43.60 29.90

BOIL0029-001 01/01/2017

Rates Fringes

BOILERMAKER......................$ 42.42 24.92

BRRI0003-001 06/01/2020

Rates Fringes

Bricklayer, Stonemason, Pointer, Caulker & Cleaner.......$ 42.55 28.02

BRRI0003-002 03/01/2020

Rates Fringes

Marble Setter, Terrazzo Worker & Tile Setter.............$ 40.78 28.92

BRRI0003-003 03/01/2020

Rates Fringes

Marble, Tile & Terrazzo Finisher.........................$ 34.10 27.88

CARP0330-001 01/01/2021

Rates Fringes

CARPENTER (Includes Soft Floor Layer).....................$ 39.72 28.66 Diver Tender.....................$ 40.72 28.66

DIVER............................$ 51.47 28.66

Piledriver.......................$ 39.72 28.66

WELDER...........................$ 40.72 28.66

FOOTNOTES:

When not diving or tending the diver, the diver and diver tender shall receive the piledriver rate. Diver tenders shall receive $1.00 per hour above the pile driver rate when tending the diver.

Work on free-standing stacks, concrete silos & public utility electrical power houses, which are over 35 ft. in height when constructed: $.50 per hour additional.

Work on exterior concrete shear wall gang forms, 45 ft. or more above ground elevation or on setback: $.50 per hour additional.

The designated piledriver, known as the ""monkey"": $1.00 per hour additional.

CARP1121-002 01/06/2020

Rates Fringes

MILLWRIGHT.......................$ 39.07 29.15

ELEC0099-002 06/02/2021

Rates Fringes

ELECTRICIAN......................$ 43.61 55.71%

Teledata System Installer........$ 32.71 12.57%+14.93

FOOTNOTES:

Work of a hazardous nature, or where the work height is 30

ft. or more from the floor, except when working OSHA-approved lifts: 20% per hour additional.

Work in tunnels below ground level in combined sewer outfall:

20% per hour additional.

ELEV0039-001 01/01/2021

Rates Fringes

ELEVATOR MECHANIC................$ 55.03 35.825+A+B

FOOTNOTES:

A. PAID HOLIDAYS: New Years Day; Memorial Day; Independence Day; Labor Day; Veterans' Day; Thanksgiving Day; the Friday after Thanksgiving Day; and Christmas Day.

B. Employer contributes 8% basic hourly rate for 5 years or more of service of 6% basic hourly rate for 6 months to 5 years of service as vacation pay credit.

ENGI0057-001 12/01/2020

Rates Fringes

Operating Engineer: (power plants, sewer treatment plants, pumping stations, tunnels, caissons, piers, docks, bridges, wind turbines, subterranean & other marine and heavy construction work) GROUP 1.....................$ 42.55 27.70+a GROUP 2.....................$ 40.55 27.70+a GROUP 3.....................$ 36.17 27.70+a GROUP 4.....................$ 33.32 27.70+a GROUP 5.....................$ 39.60 27.70+a GROUP 6.....................$ 30.40 27.70+a GROUP 7.....................$ 24.40 27.70+a GROUP 8.....................$ 36.25 27.70+a GROUP 9.....................$ 40.17 27.70+a

a. BOOM LENGTHS, INCLUDING JIBS:

150 feet and over + $ 2.00 180 feet and over + $ 3.00 210 feet and over + $ 4.00 240 feet and over + $ 5.00 270 feet and over + $ 7.00 300 feet and over + $ 8.00 350 feet and over + $ 9.00 400 feet and over + $10.00

a. PAID HOLIDAYS:

New Year's Day, President's Day, Memorial Day, July Fourth, Victory Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, Christmas Day. a: Any employee who works 3 days in the week in which a holiday falls shall be paid for the holiday.

a. FOOTNOTES:

Hazmat work: $2.00 per hour additional.

Tunnel/Shaft work: $5.00 per hour additional.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Cranes, lighters, boom trucks and derricks

GROUP 2: Digging machine, Ross Carrier, locomotive, hoist, elevator, bidwell-type machine, shot & water blasting machine, paver, spreader, graders, front end loader (3 yds.

and over), vibratory hammer & vacuum truck, roadheaders, forklifts, economobile type equipment, tunnel boring machines, concrete pump and on site concrete plants.

GROUP 3: Oilers on cranes.

GROUP 4: Oiler on crawler backhoe.

GROUP 5: Bulldozer, bobcats, skid steer loader, tractor, scraper, combination loader backhoe, roller, front end loader (less than 3 yds.), street and mobile-powered sweeper (3-yd. capacity), 8-ft. sweeper minimum 65 HP).

GROUP 6: Well-point installation crew.

GROUP 7: Utility Engineers and Signal Persons

GROUP 8: Heater, concrete mixer, stone crusher, welding machine, generator and light plant, gas and electric driven pump and air compressor.

GROUP 9: Boat & tug operator.

ENGI0057-002 11/01/2020

Rates Fringes

Power Equipment Operator (highway construction projects; water and sewerline projects which are incidental to highway construction projects; and bridge projects that do not span water) GROUP 1....................$ 35.70 27.70+a

GROUP 2....................$ 30.40 27.70+a GROUP 3....................$ 24.40 27.70+a GROUP 4....................$ 30.98 27.70+a GROUP 5....................$ 34.68 27.70+a GROUP 6....................$ 34.30 27.70+a GROUP 7....................$ 29.95 27.70+a GROUP 8....................$ 31.33 27.70+a GROUP 9....................$ 33.28 27.70+a

a. FOOTNOTE: a. Any employee who works three days in the week in which a holiday falls shall be paid for the holiday.

a. PAID HOLIDAYS: New Year's Day, President's Day, Memorial Day, July Fourth, Victory Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day & Christmas Day.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Digging machine, crane, piledriver, lighter, locomotive, derrick, hoist, boom truck, John Henry's, directional drilling machine, cold planer, reclaimer, paver, spreader, grader, front end loader (3 yds. and over), vacuum truck, test boring machine operator, veemere saw, water blaster, hydro-demolition robot, forklift, economobile, Ross Carrier, concrete pump operator and boats

GROUP 2: Well point installation crew

GROUP 3: Utlity engineers and signal persons

GROUP 4: Oiler on cranes

GROUP 5: Combination loader backhoe, front end loader (less than 3 yds.), forklift, bulldozers & scrapers and boats

GROUP 6: Roller,skid steer loaders, street sweeper

GROUP 7: Gas and electric drive heater, concrete mixer, light plant, welding machine, pump & compressor

GROUP 8: Stone crusher

GROUP 9: Mechanic & welder

ENGI0057-003 12/01/2020

BUILDING CONSTRUCTION

Rates Fringes

Power Equipment Operator GROUP 1....................$ 41.82 27.70+a GROUP 2....................$ 39.82 27.70+a GROUP 3....................$ 39.60 27.70+a

GROUP 4....................$ 35.60 27.70+a GROUP 5....................$ 32.75 27.70+a GROUP 6....................$ 38.90 27.70+a GROUP 7....................$ 38.47 27.70+a GROUP 8....................$ 35.79 27.70+a a.BOOM LENTHS, INCLUDING JIBS:

150 ft. and over: + $ 2.00 180 ft. and over: + $ 3.00 210 ft. and over: + $ 4.00 240 ft. and over: + $ 5.00 270 ft. and over: + $ 7.00 300 ft. and over: + $ 8.00 350 ft. and over: + $ 9.00 400 ft. and over: + $10.00

a. PAID HOLIDAYS: New Year's Day, President's Day, Memorial Day, July Fourth, Victory Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day & Christmas Day. a: Any employee who works 3 days in the week in which a holiday falls shall be paid for the holiday.

a. FOOTNOTE: Hazmat work: $2.00 per hour additional.

Tunnel/Shaft work: $5.00 per hour additional.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Cranes, lighters, boom trucks and derricks.

GROUP 2: Digging machine, Ross carrier, locomotive, hoist, elevator, bidwell-type machine, shot & water blasting machine, paver, spreader, front end loader (3 yds. and over), vibratory hammer and vacuum truck

GROUP 3: Telehandler equipment, forklift, concrete pump & on-site concrete plant

GROUP 4: Fireman & oiler on cranes

GROUP 5: Oiler on crawler backhoe

GROUP 6: Bulldozer,skid steer loaders,bobcats, tractor, grader, scraper,combination loader backhoe, roller, front end loader (less than 3 yds.), street and mobile powered sweeper (3 yds. capacity), 8-ft. sweeper (minimum 65 hp)

GROUP 7: Well point installation crew

GROUP 8: Heater, concrete mixer, stone crusher, welding machine, generator for light plant, gas and electric driven pump & air compressor

* IRON0037-001 03/16/2021

IRONWORKER.......................$ 37.87 30.13

LABO0271-001 05/30/2021

BUILDING CONSTRUCTION

Rates Fringes

LABORER

GROUP 1.....................$ 33.55 26.15

GROUP 2.....................$ 33.80 26.15

GROUP 3.....................$ 34.30 26.15

GROUP 4.....................$ 34.55 26.15

GROUP 5.....................$ 35.55 26.15

LABORERS CLASSIFICATIONS

GROUP 1: Laborer, Carpenter Tender, Mason Tender, Cement Finisher Tender, Scaffold Erector, Wrecking Laborer, Asbestos Removal [Non-Mechanical Systems]

GROUP 2: Asphalt Raker, Adzemen, Pipe Trench Bracer, Demolition Burner, Chain Saw Operator, Fence & Guard Rail Erector, Setter of Metal Forms for Roadways, Mortar Mixer, Pipelayer, Riprap & Dry Stonewall Builder, Highway Stone Spreader, Pneumatic Tool Operator, Wagon Drill Operator, Tree Trimmer, Barco-Type Jumping Tamper, Mechanical Grinder Operator

GROUP 3: Pre-Cast Floor & Roof Plank Erectors

GROUP 4: Air Track Operator, Hydraulic & Similar Self-Powered Drill, Block Paver, Rammer, Curb Setter, Powderman & Blaster

GROUP 5: Toxic Waste Remover

LABO0271-002 05/30/2021

HEAVY AND HIGHWAY CONSTRUCTION

Rates Fringes

LABORER

COMPRESSED AIR

Group 1....................$ 53.45 24.15 Group 2....................$ 50.98 24.15 Group 3....................$ 40.50 24.15

FREE AIR

Group 1....................$ 44.05 24.15 Group 2....................$ 43.05 24.15

Group 3....................$ 40.50 24.15

LABORER

Group 1....................$ 33.55 24.15 Group 2....................$ 33.80 24.15 Group 3....................$ 34.55 24.15 Group 4....................$ 27.05 24.15 Group 5....................$ 35.55 24.15

OPEN AIR CAISSON,

UNDERPINNING WORK AND

BORING CREW

Bottom Man.................$ 39.55 24.15 Top Man & Laborer..........$ 38.60 24.15

TEST BORING

Driller....................$ 40.00 24.15 Laborer....................$ 38.60 24.15

LABORER CLASSIFICATIONS

GROUP 1: Laborer; Carpenter tender; Cement finisher tender;

Wrecking laborer; Asbestos removers [non-mechanical systems]; Plant laborer; Driller in quarries

GROUP 2: Adzeperson; Asphalt raker; Barcotype jumping tamper; Chain saw operators; Concrete and power buggy operator; Concrete saw operator; Demolition burner; Fence and guard rail erector; Highway stone spreader; Laser beam operator; Mechanical grinder operator; Mason tender; Mortar mixer; Pneumatic tool operator; Riprap and dry stonewall builder; Scaffold erector; Setter of metal forms for roadways; Wagon drill operator; Wood chipper operator;

Pipelayer; Pipe trench bracer

GROUP 3: Air track drill operator; Hydraulic and similar powered drills; Brick paver; Block paver; Rammer and curb setter; Powderperson and blaster

GROUP 4: Flagger & signaler

GROUP 5: Toxic waste remover

LABORER - COMPRESSED AIR CLASSIFICATIONS

GROUP 1: Mucking machine operator, tunnel laborer, brake person, track person, miner, grout person, lock tender, gauge tender, miner: motor person & all others in compressed air

GROUP 2: Change house attendant, powder watchperson, top person on iron

GROUP 3: Hazardous waste work within the ""HOT"" zone

LABORER - FREE AIR CLASSIFICATIONS

GROUP 1: Grout person - pumps, brake person, track person, form mover & stripper (wood & steel), shaft laborer, laborer topside, outside motorperson, miner, conveyor operator, miner welder, heading motorperson, erecting operator, mucking machine operator, nozzle person, rodperson, safety miner, shaft & tunnel, steel & rodperson, mole nipper, concrete worker, form erector (wood, steel and all accessories), cement finisher (this type of work only), top signal person, bottom person (when heading is 50' from shaft), burner, shield operator and TBM operator

GROUP 2: Change house attendant, powder watchperson

GROUP 3: Hazardous waste work within the ""HOT"" zone

* PAIN0011-005 06/01/2021

Rates Fringes

PAINTER

Brush and Roller............$ 36.42 22.90 Epoxy, Tanks, Towers, Swing Stage & Structural Steel.......................$ 38.42 22.90 Spray, Sand & Water Blasting....................$ 39.42 22.90 Taper.......................$ 37.17 22.90 Wall Coverer................$ 36.92 22.90

* PAIN0011-006 06/01/2021

Rates Fringes

GLAZIER..........................$ 39.98 22.90

FOOTNOTES:

SWING STAGE: $1.00 per hour additional.

PAID HOLIDAYS: Labor Day & Christmas Day.

* PAIN0011-011 06/01/2021

Rates Fringes

Painter (Bridge Work)...........$ 54.00 22.90

PAIN0035-008 06/01/2011

Rates Fringes

Sign Painter.....................$ 24.79 13.72

PLAS0040-001 06/03/2019

BUILDING CONSTRUCTION

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 36.00 27.15

FOOTNOTE: Cement Mason: Work on free swinging scaffolds under 3 planks width and which is 20 or more feet above ground and any offset structure: $.30 per hour additional.

PLAS0040-002 07/01/2019

HEAVY AND HIGHWAY CONSTRUCTION

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 32.85 22.20

PLAS0040-003 07/01/2019

Rates Fringes

PLASTERER........................$ 37.55 27.50

PLUM0051-002 08/31/2020

Rates Fringes

Plumbers and Pipefitters.........$ 44.69 31.20

ROOF0033-004 06/01/2021

Rates Fringes

ROOFER...........................$ 39.40 29.06

SFRI0669-001 04/01/2021

Rates Fringes

SPRINKLER FITTER.................$ 47.55 26.60

SHEE0017-002 12/01/2020

Rates Fringes

Sheet Metal Worker...............$ 38.58 36.73

TEAM0251-001 05/01/2019

HEAVY AND HIGHWAY CONSTRUCTION

TRUCK DRIVER

GROUP 1....................$ 27.96 26.8525+A+B+C

GROUP 2....................$ 27.61 26.8525+A+B+C

GROUP 3....................$ 27.66 26.8525+A+B+C

GROUP 4....................$ 27.71 26.8525+A+B+C

GROUP 5....................$ 27.81 26.8525+A+B+C

GROUP 6....................$ 28.21 26.8525+A+B+C

GROUP 7....................$ 28.41 26.8525+A+B+C

GROUP 8....................$ 27.91 26.8525+A+B+C

GROUP 9....................$ 28.16 26.8525+A+B+C

GROUP 10....................$ 27.96 26.8525+A+B+C

FOOTNOTES:

A. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day, plus Presidents' Day, Columbus Day, Veteran's Day & V-J Day, providing the employee has worked at least one day in the calendar week in which the holiday falls.

B. Employee who has been on the payroll for 1 year or more but less than 5 years and has worked 150 Days during the last year of employment shall receive 1 week's paid vacation; 5 to 10 years - 2 weeks' paid vacation; 10 or more years - 3 week's paid vacation.

C. Employees on the seniority list shall be paid a one hundred dollar ($100.00) bonus for every four hundred (400) hours worked, up to a maximum of five hundred dollars ($500.00)

All drivers working on a defined hazard material job site shall be paid a premium of $2.00 per hour over applicable rate.

TRUCK DRIVER CLASSIFICATIONS

GROUP 1: Pick-up trucks, station wagons, & panel trucks

GROUP 2: Two-axle on low beds

GROUP 3: Two-axle dump truck

GROUP 4: Three-axle dump truck

GROUP 5: Four- and five-axle equipment

GROUP 6: Low-bed or boom trailer.

GROUP 7: Trailers when used on a double hook up (pulling 2 trailers)

GROUP 8: Special earth-moving equipment, under 35 tons

GROUP 9: Special earth-moving equipment, 35 tons or over

GROUP 10: Tractor trailer

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors 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, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

Section I - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.204-13 System for Award Management Maintenance OCT 2018 52.204-18 Commercial and Government Entity Code Maintenance AUG 2020 52.204-19 Incorporation by Reference of Representations and

Certifications.

DEC 2014

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.219-6 (Dev) Notice of Total Small Business Set-Aside (DEVIATION 2020-O0008).

OCT 2020

52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records JUL 2021 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 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.223-17 Affirmative Procurement of EPA-Designated Items in Service and Construction Contracts

AUG 2018

52.223-18 Encouraging Contractor Policies To Ban Text Messaging While Driving

JUN 2020

52.228-2 Additional Bond Security OCT 1997 52.228-11 (Dev) Individual Surety--Pledge of Assets (DEVIATION 2020-

O0016)

FEB 2021

52.228-12 Prospective Subcontractor Requests for Bonds MAY 2014 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-23 Assignment Of Claims MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6…