Solicitation_W912WJ19Q0100.pdf

CAPE COD CANAL

JOHN MACPHERSON

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

TEL: 978-318-8176 FAX: 508-759-8923

W13G86906087200001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ19Q0100 15-May-2019 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)

31-May-2019(Date)

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

978-318-8324JENNIFER M SAMELA

(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

W912WJ19Q0100

Section B - Supplies or Services and Prices

INSTRUCTIONS TO OFFERORS

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

FOR ADDITIONAL INFORMATION.

*PLEASE DIRECT QUESTIONS TO JENNIFER M. SAMELA AT (978) 318-8324 or

JENNIFER.M.SAMELA@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT

WHICH CONFLICTS WITH THIS SOLICITAION SHOULD BE BROUGHT TO THE ATTENTION OF

JENNIFER M. SAMELA. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE

GOVERNING DOCUMENT IN ALL CASES.

**QUOTES CAN BE E-MAILED TO JENNIFER M. SAMELA AT

JENNIFER.M.SAMELA@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

(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.

NOTE 2:

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 Herring Run Recreation Area Improvements

FFP

Contractor shall furnish all labor, materials, equipment, and transportation necessary to perform improvements (concrete walkway, pads, and equipment installation) at the Herring Run Recreation Area, Cape Cod Canal in accordance with the Statement of Work FOB: Destination

MILSTRIP: W13G8690608720

PURCHASE REQUEST NUMBER: W13G86906087200001

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

WALKWAY AND PARK FEATURES AT HERRING RUN

RECREATION AREA

U.S. ARMY CORPS OF ENGINEERS

CAPE COD CANAL

BOURNE, MA

Statement of Work

I. General

1. Statement of work

Furnish all labor, equipment and materials to complete site improvement work described herein. The Herring Run recreation area is divided into three areas; A, B and C, shown on Figure 1.

a. In Area A - Install a new concrete walkway. Figure 2 shows the walkway.

b. Also in Area A - Remove two existing park benches and one concrete pad, six picnic tables and one waste receptacle. Install one new park bench, one waste receptacle, six picnic tables and one bicycle rack with a new concrete pad. Figure 3 shows the locations.

c. In Area B - Remove nine existing benches, seven picnic tables and one waste receptacle.

Install nine new park benches, seven new picnic tables and one waste receptacle. Figure 4 shows the locations.

d. In Area C - Remove four existing benches, five picnic tables and four waste receptacles.

Install five new park benches, one new concrete pad, five new picnic tables and four new waste receptacles. Figure 5 shows the locations.

2. Location

The work area is located at a recreation area of the Cape Cod Canal Project. The work area is located on the north side of the Cape Cod Canal at the Herring Run Recreation Area, 826 Scenic Highway (Route 6), Bourne, MA 02532.

3. Site Visit

The work area is open to the general public and contractors can inspect the site as needed.

For questions, the Technical Point of Contact for the project is John MacPherson, telephone:

978-318-8176 or email John.C.MacPherson@usace.army.mil.

4. Schedule The work will be completed within 60 days after Notice to Proceed. The project area will be open to the contractor Monday through Friday, 7:00 AM to 7:00 PM and all work must be done during those hours unless additional hours are approved by the Technical Point of Contact.

5. Safety Work shall be performed in a safe manner that protects both workers and the general public from hazards. Project staff can order the cessation of work at any time should the safety of employees and visitors become jeopardized.

a. Accident Prevention Plan: The Contractor shall prepare an Accident Prevention Plan (APP) specific to the activities being performed. It shall include an Activity Hazard Analysis (AHA) as described in Section b below. All work shall be conducted in accordance with the APP, the U.S. Army Corps of Engineers Safety and Health requirements Manual (EM 385-1- 1, most recent edition), and all applicable federal, state, and local safety and health requirements. A copy of EM 385-1-1 can be accessed electronically at Headquarters USACE website under publications using the following link:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385- 1-1.pdf Work shall not proceed until the APP has been reviewed and accepted by the Government.

The APP shall interface with the Contractor's overall safety and health program. Any portions of the Contractor's overall safety and health program referenced in the APP shall be included in the applicable APP element and made site-specific. The Government considers the Prime Contractor to be the "controlling authority" for safety and health of the subcontractors.

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.

b. Activity Hazard Analysis: 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 by the prime contractor to discuss the AHAs contents with all effected onsite employees. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

c. Required Personnel: The Contractor shall employ a minimum of one Competent Person (CP) at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO shall be present at the project site and report to the contractor’s upper management. The SSHO is required to have related construction experience and have completed a 10 Hour OSHA training (or more).

d. Accident Reporting: All accidents and near misses shall be investigated by the Contractor.

All work-related recordable injuries, illnesses and property damage accidents (excluding on-the-road vehicle accidents), in which the property damage exceeds $5,000.00, shall be verbally reported within 4 hours of the incident. All serious accidents shall be immediately reported to the Government. ENG Form 3394 shall be completed and submitted within five working days of the incident.

6. Preconstruction Conference Prior to the start of any work, the 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 held at 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, schedule, inspections and payments.

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

The contractor will comply with all established security policies at the Cape Cod Canal Project. 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 at a recreation area. Contractor and employees must act in a professional manner at all times. Alcohol and firearms are prohibited on project grounds.

10. Payment Payment shall be made after final inspection and acceptance by the Government. The Contractor must submit an invoice to the Technical Point of Contact that includes the name of contractor, invoice date, contract number, description of work completed, and total amount due. Final payment is generally made within 30 days.

All invoices may be mailed to:

US Army Corps of Engineers Cape Cod Canal Field Office PO Box 1555 Buzzards Bay, MA 02532 Attn: John MacPherson

Or Emailed to John.C.MacPherson@usace.army.mil

II. Technical Requirements:

Part 1 General:

Requests for Information:

Requests concerning the work of this project should be directed to the Technical Point of Contact at the Cape Cod Canal Office at 978-318-8176 or John.C.MacPherson@usace.army.mil.

Submittals:

Contractor shall provide submittals that show pertinent details of proposed materials that allows confirmation the materials are in accordance with requirements listed in the Materials section of this SOW. Although the Government technically reviews submittals, it is emphasized that the Contractor’s work must be prosecuted using proper internal controls and review procedures.

Contractor submittals must be reviewed and accepted by the government prior to the commencement of any field activities.

Required submittals include:

1. Safety submittals that includes an Accident Prevention Plan (APP) and Activity Hazard Analyses (AHA’s) for all work that occurs onsite.

2. Benches: Include product specification sheets for benches, and fastening hardware for anchoring in concrete.

3. Picnic Tables: Include product specification sheets for tables and fastening hardware for anchoring in concrete.

4. Trash and Recycling receptacles: Include product specification sheets for receptacles and fastening hardware for anchoring in concrete.

5. Bicycle rack: Include product specification sheets for the bike rack and fastening hardware for anchoring in concrete.

Clean Up and Environmental Protection:

Proper collection and off-site disposal of all waste materials generated is included in the scope.

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 in an area the contractor shall remove any tools, equipment, and materials. Upon completion of work, the Contractor shall clean up the job site to the satisfaction of the Government. The Contractor is responsible to prevent the release of any contamination and control of sediment during all fieldwork. The contractor shall immediately report any release of contaminants to the Technical Point of Contact.

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.

Government Resources:

The contractor is responsible for providing all resources to complete the project. Unless specified in the contract, the Government will not provide any equipment or services.

Omissions:

This contract 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 & Quality Assurance:

The contractor is responsible for the quality control of the contract work. The government has the right to inspect and test for quality assurance, all items called for by the contract, to the extent practicable at all times and at all places 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:

The contractor is responsible for protecting all stored materials until they are placed in service.

The contractor is responsible for receiving and unloading of delivered goods. The government is not responsible for damage to contractor equipment or materials.

Part 2 Materials:

The listing of specific product names and manufacturers, unless otherwise specified, is to establish a standard of quality, characteristics and features. It is not to be construed as limiting substitutions. The contractor may propose substitute products that will be considered by the Government. The contractor shall provide sufficient information on proposed materials and time to allow the Government to evaluate the product in terms of equivalency. Substitute materials will be evaluated in terms of quality, features, performance and expected service life. Substitute products must be accepted by the Government prior to installation.

Gravel base material: Soil or crushed rock material shall provide a well-draining and uniform sub-grade to support concrete. Gravel base shall be free of organic material, silt and clay and compacted prior to concrete placement.

Reinforcing steel materials: Steel mesh for walkways shall be No. 10 gauge with 6” x 6” dimensions complying with ASTM A 185. Only sheet mesh shall be used. Mesh from rolls shall not be used. The mesh shall rest on concrete bricks.

Joint Filler: Preformed joint filler shall be non-extruding, resilient, bituminous, conforming to

ASTM D 1751.

Concrete: Portland cement concrete shall be 4000 PSI air entrained mix supplied from a reputable quality mixing plant. Maximum size of course aggregate shall be ¾”. Water shall not be added to the concrete mix once onsite from the plant. Concrete curing compound shall be applied to finished concrete in accordance with manufacturer’s recommendations.

Benches:

Shall be designed for exterior locations and heavy duty service. New slat boards shall be recycled plastic, ultra-low maintenance, and resistant to moisture, ultra-violet rays, insects and scratches. Benches shall be eight foot or four foot length (locations for each length are shown in Figures 3 - 5) and surface mount type. Bench frame shall be powder coated steel. Seat and back shall be contoured. Assembly hardware shall be stainless steel.

An acceptable bench is:

Heavyweight Bench. Listed at: Thebenchfactory.com, Color-Cedar, Recycled plastic boards, surface mount. SKU: 2ZK5661 for the 8 ft. bench with back.

Picnic tables:

Shall be designed for exterior locations and heavy duty service (locations for each table are shown in Figures 3 - 5). New boards shall be recycled plastic, ultra-low maintenance, and resistant to moisture, insects and scratches. Tables shall be square with a 4 ft. tabletop length and seat 8 people. Surface mount type.

An acceptable picnic table is:

BarcoBoard Square Pedestal Picnic Table. Listed at: barcoproducts.com, Color-Cedar, Recycled plastic boards, surface mount. 4 Seat Picnic Table SKU: KBM1215.

Wheelchair Accessible Picnic Table (ADA Approved) SKU: KBM1230.

Waste and Recycling Receptacles:

Shall be designed for exterior locations and heavy duty service (locations for each length are shown in Figures 3 - 5). Ultra-low maintenance, and resistant to moisture, insects and scratches.

Receptacles shall be minimum size of 38 gallons. Receptacles shall have a curved roof to shed water. Receptacles shall have a hinged door to remove liners for emptying. Restrictive opening on recycling side shall be appropriate for commingled recycling streams.

Acceptable receptacles are:

Terra Sideload Double Recycling Station, listed at: Max-r.net. Color-Panels: Caramel (G); Trim: Black (B). 38 gallon containers. Dimensions-45” x 23” x 39”. SKU#140-460-

038. Curved Roof. Labels- Left side: “TRASH”; Right side: “RECYCLE”. Restrictive opening on right side (recycle) only for commingled recycling stream.

Bicycle Rack:

Shall be heavy-gauge steel made with a 1 5/8” OD steel frame and powder-coated (location for the bicycle rack is shown in Figure 3). Rack shall hold a minimum of 9 bikes.

An acceptable bike rack is:

Traditional powder-coated steel frame bike rack. 9 bike single sided rack. Model listed at: Parkitbikeracks.com, SKU- 7ZT7080.

Part 3 Execution:

General:

Contractor shall dig safe the work areas. Work areas shall be maintained neat and orderly with debris picked up on a daily basis. The contractor is responsible to prevent the general public from encountering hazards associated with the work. Existing park features and utilities adjacent to work areas shall be protected from damage.

Work shall be performed as required by rules, regulations, codes and laws of local, state, and federal governments. In cases where work is not specifically shown or specified, contract shall include miscellaneous items, appurtenances, devices and materials obviously necessary for a sound, secure and complete installation. Existing portable bathrooms are available for contractor use at the project site.

Demolition:

All debris from the project shall be removed and properly disposed. Any grass areas disturbed by the work shall be loamed, seeded and raked smooth. Space is available adjacent to the work area for a contractor provided dumpster if needed.

Concrete Walkway and New Pads:

In Area A, the contractor shall coordinate with the Technical Point of Contact and use Figure 2 to establish the layout of the new concrete walkway. The proposed layout shall be marked with stakes. In Areas B and C, the new concrete pad locations for benches as shown on Figures 4 and

5. The walkway and new concrete pads shall provide a flat surface with smooth transitions and appropriate pitches that allow for surface drainage. Work includes cutting and removal of parts of the existing pressure treated ground edging around four benches in Area B and shown in Informational Photo 5. The elevation of the walkway and pads shall generally follow the existing contour at the site. Any low spots shall be filled with granular fill material. The finished surface of the new concrete walkway shall transition smoothly to the edge of the existing concrete walkways. All other park equipment in Areas A, B and C shall use the same locations of existing benches, picnic tables and waste receptacles.

Grass, rocks, topsoil and existing bituminous pavement material will be removed from the footprint of the walkway and each new concrete pad to a sufficient depth to provide space for installation of the gravel base and concrete walkway. Removed topsoil material will either be reused to fill low areas adjacent to the walkway or removed from site. The soil surface exposed after topsoil removal shall be flat and compacted to prepare it for placement of the gravel base course material. Excavation work in the vicinity of any underground utilities and existing park features shall be done carefully.

A gravel base course shall be placed under the footprint of the walkway and each concrete pad.

The gravel layer shall be 6” thick after compaction. The gravel base shall be uniformly wetted and completely well compacted. The top surface of the installed gravel shall be uniform, free of any soft spots and graded to provide appropriate pitch for drainage (1/4” per foot).

Concrete forms shall be staked, braced and be of ample strength to resist springing during placement of concrete. Forms shall be straight, free of distortions, defects, and extend the full depth of the concrete. Form oil shall be a clear compound that will not discolor the concrete.

The walkway shall be formed to provide the completed concrete work with an appearance of uniformity in surface contour. The required joints, edges and flow lines shall show neat workmanship.

Area adjacent to the completed walkway should be backfilled with granular fill and loamed and raked smooth to allow smooth transition between grass and completed walkway or concrete pads.

Preformed expansion joint filler shall be installed each 40 linear feet along the walkway.

Contraction joints shall be made with a saw cut in the concrete every 10 linear feet. Saw cuts shall be straight with depth of 1-1/4” and be done as soon as the concrete is hard enough and less than 24 hours after placement.

Steel wire mesh shall be positioned on concrete blocks mid-depth in the 4” thick concrete walkway and pads. Concrete shall be placed on the foundation in such a quantity that after being consolidated into place, it is 4” in depth. No finishing operations shall be performed until all bled water and water sheen has left the surface and the concrete has started to stiffen. After water sheen has disappeared, edging, floating, brooming and finishing operations shall be performed. The application of cement to surfaces in order to hasten hardening is prohibited. The finishing of concrete surface shall be done by experienced and competent cement finishers. The pads and walkways shall be finished with a light broom finish.

Concrete walkway shall be cured with a curing compound applied according to the manufacture’s recommendations.

The concrete walkway shall be approximately 140ft. long and 5ft. wide, connecting the existing concrete walkway to the picnic table concrete pad as shown in Figure 2. Transitions around the existing picnic table shall be smooth and gradual to avoid multiple angles and turns. The northeast end of the new concrete walkway where it joins the existing walkway will be flared out to approximately 12ft. wide as shown in Figure 2 and Informational Photo 1. The new concrete pads for the benches shall be 8ft long and 4ft wide. The new concrete pad for the bike rack shall be 10ft long and 5ft wide.

Remove one bench and concrete pad from Area B labeled “R” in Figure 3 and as shown in Informational Photo 1. Removal of this park feature will provide adequate room for the new concrete walkway.

Installation of Park Equipment Onto Existing Concrete Pads:

Existing benches, picnic tables and waste receptacles shall be cut from the existing concrete pad to protect the pad for re-use. Cuts shall be flush to the concrete pad with no sharp edges left and any remaining hole shall be filled with cement.

1. Bench Installation - Benches shall be fully assembled and installed according to manufacturer’s recommendations. Existing concrete pads for the 8’ benches are 8’x 4’ (informational photo 3). Benches shall be fastened to the concrete using stainless steel anchors and bolts.

2. Picnic Table Installation - Picnic Tables shall be fully assembled and installed according to manufacturer’s recommendations. Existing concrete pads for the tables are 8’ x 8’, with the exception of the handicap accessible tables. Picnic tables shall be fastened to the concrete using stainless steel anchors and bolts. Some tables have been previously replaced, and new concrete is not flush with the surrounding concrete pad. These areas shall be ground and made level with the surrounding pad to provide a flat surface to mount the new table.

3. Receptacle Installation - Receptacles shall be fully assembled and installed according to manufacturer’s recommendations. Existing concrete pad for receptacles is 7’ x 4’. Receptacles shall be fastened to the concrete pad using stainless steel anchors and bolts.

4. Bike Rack Installation onto concrete pad - Bike rack shall be fully assembled and installed according to manufacturer’s recommendations. Rack shall be fastened to the new concrete pad using stainless steel anchors and bolts.

WARRANTY: The Contractor shall warranty all work in accordance with FAR clause 52.246- 21 (Warranty of Construction). The manufacturer’s standard warranties for equipment shall also be transferred to the Government.

ATTACHMENTS

PLEASE REFER TO THE ATTACHMENTS INCLUDED AT THE END OF THIS SOLICITATION FOR

ADDITIONAL INFORMATION.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 60 dys. ANP 1 CAPE COD CANAL

JOHN MACPHERSON

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8176 FOB: Destination

961306

Section G - Contract Administration Data

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: MA190008 02/22/2019 MA8

Superseded General Decision Number: MA20180013

State: Massachusetts

Construction Types: Heavy (Heavy and Marine)

Counties: Barnstable, Bristol, Dukes, Essex, Middlesex, Nantucket, Norfolk, Plymouth and Suffolk Counties in Massachusetts.

HEAVY AND MARINE CONTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 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 2019. 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 01/04/2019 1 02/01/2019 2 02/22/2019

BOIL0029‐001 01/01/2017

Rates Fringes

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

* BRMA0001‐011 02/01/2019

FOXBORO CHAPTER

BRISTOL (Attleboro, Berkley, Dighton, Mansfield, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Taunton);

NORFOLK, (Bellingham, Canton, Dedham, Foxboro, Franklin, Norfolk, Norwood, Plainville, Sharon, Walpole, Westrwood, Wrentham); and PLYMOUTH (Lakeville)

Rates Fringes

Bricklayer/Cement Mason..........$ 51.41 31.09

* BRMA0001‐012 02/01/2019

LOWELL CHAPTER

MIDDLESEX (Acton, Ashby, Ayer, Bedford, Billerica, Boxboro, Carlisle, Chemsford, Dracut, Dunstabale, Ft Devens, Groton, Littleton, Lowell, North Acton, Pepperell, Shirley, South Acton, Tewksbury, Townsend, Tyngsboro, West Acton, Westford, Wilmington)

BRICKLAYER.......................$ 51.41 31.09

* BRMA0001‐013 02/01/2019

LOWELL CHAPTER

MIDDLESEX (Ashland, Framingham, Holliston, Hopkinton, Hudson, Maynard, Natick, Sherbvorn, Stow); and NORFOLK (Medfield, Medway, Millis)

BRICKLAYER.......................$ 51.41 31.09

BRMA0003‐001 08/01/2018

Rates Fringes

Marble & Tile Finisher...........$ 40.40 31.52 Marble, Tile & Terrazzo Workers..........................$ 52.95 33.55

TERRAZZO FINISHER................$ 51.85 33.39

* BRMA0003‐003 02/01/2019

BOSTON CHAPTER

MIDDLESEX (Arlington, Cambridge, Everett, Malden, Medford, Melrose, Somerville); NORFOLK (Brookline, Milton); and SUFFOLK

BRICKLAYER.......................$ 53.55 31.88

BRMA0003‐011 08/01/2018

LYNN CHAPTER

ESSEX (Amesbury, Andover, Beverly, Boxford, Danvers, Essex, Georgetown, Gloucester, Groveland, Hamilton, Haverhill, Ipswich, Lawrence, Lynn, Lynnfield, Manchester, Marblehead, Merrimac, Methuen, Middleton, Nahant, Newbury, Newburyport, North Andover, Peabody, Rockport, Rowley, Salisbury, Salem, Saugus, Swampscott, Topsfield, Wakefield, Wenham, West Newbury); and MIDDLESEX (North Reading, Reading, Wakefield)

Bricklayer/Cement Mason..........$ 52.91 33.60

BRMA0003‐012 08/01/2018

Rates Fringes

BRICKLAYER

WALTHAM CHAPTER ‐

MIDDLESEX (Belmont, Burlington, Concord, Lexington, Lincoln, Stoneham, Sudbury, Waltham, Watertown, Wayland, Weston, Winchester, Woburn).........$ 52.91 33.60

* BRMA0003‐014 02/01/2019

QUINCY CHAPTER

PLYMOUTH COUNTY (Abington, Bridgewater, Brockton, Carver, Duxbury, East Bridgewater, Halifax, Hanover, Hanson, Hingham, Hull, Kingston, Marshfield, Middleboro, Norwell, Pembroke, Plymouth, Rockland, Scituate, West Bridgewater, Whitman)

Bricklayer/Cement Mason..........$ 53.55 31.88

* BRMA0003‐025 02/01/2019

NEW BEDFORD CHAPTER

BARNSTABLE; BRISTOL (Acushnet, Darmouth, Fairhaven, Fall River, Freetown, New Bedford, Somerset, Swansea, Westport); DUKES;

NANTUCKET; PLYMOUTH (Marion, Mattapoisett, Rochester, Wareham)

Bricklayer/Cement Mason..........$ 53.55 31.88

BRMA0003‐033 08/01/2018

NEWTON CHAPTER

MIDDLESEX (Newton); NORFOLK (Dover, Needham, Wellesley)

Bricklayer, Plasterer............$ 52.91 33.60

CARP0026‐003 09/01/2017

BRISTOL (Attleborough, North Attleborough); ESSEX; MIDDLESEX (Except Belmont, Cambridge, Everett, Malden, Medford, Somerville); AND NORFOLK (Bellingham, Braintree, Canton, Cohassett, Foxboro, Franklin, Medfield, Medway, Millis, Needham, Norfolk, Norwood, Plainville, Quincy, Sharon, Walpole, Wellesley, Westwood, Weymouth, Wrentham) COUNTIES

CARPENTER........................$ 39.28 27.90

CARP0033‐003 09/01/2017

MIDDLESEX (Belmont, Cambridge, Everett, Malden, Medford, Somerville); NORFOLK (Brookline, Dedham, Milton); AND SUFFOLK

COUNTIES

CARPENTER........................$ 46.43 28.35

CARP0056‐001 08/01/2015

All of SUFFOLK COUNTY; and those areas of BARNSTABLE, BRISTOL, ESSEX, MIDDLESEX, NORFOLK, and PLYMOUTH COUNTIES situated INSIDE Boston Beltway (I‐495) and North of Cape Cod Canal. ALL of DUKES and NANTUCKET COUNTIES

PILEDRIVERMAN....................$ 42.04 29.73

CARP0056‐002 08/01/2015

The areas of BARNSTABLE, BRISTOL, PLYMOUTH, and NORFOLK COUNTIES situated OUTSIDE Boston Beltway (I‐495) and South of Cape Cod Canal

CARP0056‐003 08/01/2015

Those areas of ESSEX and MIDDLESEX COUNTIES situated OUTSIDE Boston Beltway (I‐495)

CARP0056‐004 08/01/2015

Rates Fringes

DIVER TENDER.....................$ 42.04 29.73

DIVER............................$ 58.86 29.73

CARP0424‐001 09/01/2017

NORFOLK (Braintree, Quincy, Cohasset, Weymouth, etc.) PLYMOUTH (Duxbury, Hanover, Hull, Hingham, Marshfield, Norwell, Pembroke Rockland, Scituate)

CARP0624‐002 09/01/2017

DUKES; NANTUCKET

Rates Fringes

CARPENTER........................$ 46.43 28.35

CARP0624‐006 09/01/2017

BARNSTABLE; BRISTOL (Except Attleboro & North Attleboro);

NORFOLK (Avon, Holbrook, Randolph, Stoughton); PLYMOUTH (Bridgewater, Kingston, Lakeville, Middleboro, Plymouth, S.

Hanover, Whitman)

CARP1121‐001 10/01/2017

Rates Fringes

MILLWRIGHT.......................$ 39.52 30.85

ELEC0096‐001 12/01/2018

MIDDLESEX (Ashby, Ashland, Ayer, Ft. Devens, Groton, Hopkinton, Hudson, Marlboro, Pepperell, Shirley, Stow, Townsend)

ELECTRICIAN......................$ 42.57 11%+21.92

Teledata System Installer........$ 29.04 24.67

ELEC0099‐001 06/01/2017

BRISTOL (Attleboro, North Attleboro, Seekonk)

Rates Fringes

ELECTRICIAN......................$ 38.08 57.24%

Teledata System Installer........$ 28.56 13.1%+13.76

* ELEC0103‐002 09/01/2018

ESSEX (Amesbury, Andover, Boxford, Georgetown, Groveland, Haverhill, Lawrence, Merrimac, Methuen, Newbury, Newburyport, North Andover, Rowley, Salisbury, West Newbury); MIDDLESEX (Bedford, Billerica, Boxboro, Burlington, Carlisle, Chelmsford, Dracut, Dunstable littleton, Lowell, North Reading, Tewksbury, Tyngsboro, Westford, Wilmington)

ELECTRICIAN......................$ 50.62 32.13

* ELEC0103‐004 09/01/2018

ESSEX (Beverly, Danvers, Essex, Gloucester, Hamilton, Ipswich, Manchester, Marblehead, Middleton, Peabody, Rockport, Salem, Topsfield, Wenham)

* ELEC0103‐005 09/01/2018

ESSEX (Lynn, Lynnfield, Nahant, Saugus, Swampscott); MIDDLESEX (Acton, Arlington, Belmont, Cambridge, Concord, Everett, Framingham, Holliston, Lexington, Lincoln, Malden, Maynard, Medford, Melrose, Natick, Newton, Reading, Sherborn, Somerville, Stoneham, Sudbury, Wakefield, Waltham, Watertown, Wayland, Weston, Winchester, Woburn); NORFOLK (Bellingham, Braintree, Brookline, Canton, Cohasset, Dedham, Dover, Foxboro, Frankloin, Medfield, Medway, Millis, Milton, Needham, Norfolk, Norwood, Quincy, Sharon, Walpole, Wellesley, Westwood, Weymouth, Wrentham); PLYMOUTH (Hingham and Hull);SUFFOLK

ELEC0104‐001 09/03/2017

Rates Fringes

Line Construction:

Cableman....................$ 38.45 18.42+A Equipment Operator..........$ 38.45 22.50+A Groundman...................$ 24.88 10.24+A Lineman.....................$ 45.23 25.71+A

A. PAID HOLIDAYS: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day; Christmas Day and Columbus Day, provided the employee has been employed 5 working days prior to any one of the listed holidays.

ELEC0223‐002 09/01/2018

BARNSTABLE, BRISTOL (Except Attleboro, North Attleboro, Seekonk); DUKES; NANTUCKET; PLYMOUTH (Except Hingham and Hull Twps); NORFOLK (Avon, Halbrook, Randolph, Sloughton)

ELECTRICIAN......................$ 41.03 29.55%+11.40

ENGI0004‐009 12/01/2018

Rates Fringes

Power equipment operators:

Group 1.....................$ 47.58 28.10 Group 2.....................$ 47.10 28.10 Group 3.....................$ 32.03 28.10 Group 4.....................$ 39.13 28.10 Group 5.....................$ 23.06 28.10 Group 6.....................$ 27.42 28.10

HOURLY PREMIUM FOR BOOM LENGTHS (Including Jib):

Over 150 ft. +2.13 Over 185 ft. +3.75 Over 210 ft. +5.27 Over 250 ft. +7.98 Over 295 ft. +11.05 Over 350 ft. +12.85

FOOTNOTE FOR POWER EQUIPMENT OPERATORS:

A. PAID HOLIDAYS: New Year's Day, Washington,s Birthday, Labor Day, Memorial Day, Independence Day, Patriot's Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day

POWER EQUIPMENT OPERATORS CLASSIFICATIONS [HEAVY

CONSTRUCTION]

GROUP 1: Power shovel; crane; truck crane; derrick; pile driver; trenching machine; mechanical hoist pavement breaker; cement concrete paver; dragline; hoisting engine;

three drum machine; pumpcrete machine; loaders; shovel dozer; front end loader; mucking machine; shaft hoist;

steam engine; backhoe; gradall; cable way; fork lift;

cherry picker; boring machine; rotary drill; post hole hammer; post hole digger; asphalt plant on job site;

concrete batching and/or mixing plant on job site; crusher plant on job site; paving concrete mixer; timber jack

GROUP 2: Sonic or vibratory hammer; grader; scraper; tandem scraper; bulldozer; tractor; mechanic ‐ maintenance; York rake; mulching machine; paving screed machine;stationary steam boiler; paving concrete finishing machine; grout pump; portable steam boiler; portable steam generator;

roller; spreader; asphalt paver; locomotives or machines used in place thereof; tamper (self propelled or tractor‐draw); cal tracks; ballast regulator;rail anchor machine; switch tamper; tire truck GROUP 3: Pumps (1‐3 grouped); compressor; welding machines (1‐3 grouped); generator; sighting plant; heaters (power driven, 1‐ 5); syphon‐pulsometer; concrete mixer; valves controlling permanent plant air steam, conveyor, wellpoint system (operating) GROUP 4: Assitant engineer (fireman) GROUP 5: Oiler (other than truck cranes and gradalls) GROUP 6: Oiler (on truck cranes and gradalls)

IRON0007‐001 09/16/2017

AREA 1: BRISTOL (Easton); ESSEX (Beverly,Gloucester,Lynn, Lynnfield, Manchester,Marblehead, Nahant, Rockport, Salem, Saugus, Swampscott); MIDDLESEX (Arlington, Bedford, Belmont, Burlington, Cambridge, Carlisle, Concord, Dunstable, Everett, Framingham, Lexington, Lincoln, Malden, Maynard, Medford, Melrose, Natick, Newton, Reading, Sherborn, Somerville, Stoneham, Sudbury, Wakefield, Waltham, Watertown, Wayland, Weston, Winchester, Woburn); NORFOLK (Except Medway); PLYMOUTH (Abington, Bridgewater, Brocton, Duxbury, East Bridgewater, Halifax, Hanover, Hanson, Hingham, Hull, Kingston, Marshfield, Norwell, Pembroke, Plymouth, Plympton, Rockland, Scituate, West Bridgewater, Whitman); SUFFOLK

AREA 2: ESSEX (Amesbury, Andover, Boxford, Danvers, Essex, Georgetown, Hamilton, Haverhill, Ipswich, Lawrence, Merrimac, Methuen, Newbury, Newburyport, North Andover, Rowley, Salisbury, Topsfield, Wenham, West Newbury); MIDDLESEX (Action,Billerica, Chelmsford, Dracut, Groton, Groveland, Littleton, Lowell, Middleton, North Reading, Pepperell, Tewksbury, Tyngsboro, Westford, Wilminton)

IRONWORKER

AREA 1......................$ 44.71 30.56

AREA 2......................$ 40.30 30.56

IRON0007‐010 09/16/2017

MIDDLESEX (Ashby, Ashland, Ayer, Boxboro, Holliston, Hopkinton, Hudson, Marlboro, Shirley, Stow, Townsend); NORFOLK (Medway)

IRONWORKER.......................$ 44.41 30.56

IRON0037‐002 09/16/2017

BARNSTABLE; BRISTOL (Acushnet, Attleboro, Berkley, Dartmouth, Dighton, Fairhaven, Fall River, Freetown, Mansfield, New Bedford, North Attleboro, Norton, Raynham, Rehoboth, Seekonk, Somerset, Swansea, Taunton, Westport); DUKES; NANTUCKET;

NORFOLK (Billingham, Franklin, Plainville, Wrentham); PLYMOUTH (Lakeville, Marion, Mattapoisett, Middleboro, Rochester, Wareham)

IRONWORKER.......................$ 34.89 26.87

LABO0022‐006 06/01/2018

SUFFOLK COUNTY (Boston, Chelsea, Revere, Winthrop, Deer & Nut Islands); MIDDLESEX COUNTY (Arlington, Belmont, Burlington, Cambridge, Everett, Malden, Medford, Melrose, Reading, Somerville, Stoneham, Wakefield, Winchester, Winthrop and Woburn only); NORFOLK COUNTY (Brookline, Dedham, and Milton only)

Laborers:

GROUP 1.....................$ 38.00 24.10

GROUP 2.....................$ 38.25 24.10

GROUP 3.....................$ 38.75 24.10

GROUP 4.....................$ 39.00 24.10

GROUP 5.....................$ 21.50 24.10

GROUP 6.....................$ 39.00 24.10

LABORERS CLASSIFICATIONS

GROUP 1: Laborers; carpenter tenders; cement finisher tenders

GROUP 2: Asphalt raker; fence and guard rail erector; laser beam operator; mason tender; pipelayer; pneumatic drill operator; pneumatic tool operator; wagon drill operator

GROUP 3: Air track operator; block paver; rammer; curb setter

GROUP 4: Blaster; powderman

GROUP 5: Flagger

GROUP 6: Asbestos Abatement; Toxic and Hazardous Waste Laborers

LABO0022‐012 06/01/2018

Counties of BARNSTABLE; BRISTOL; DUKES; ESSEX; NANTUCKET;

PLYMOUTH; MIDDLESEX (With the exception of Arlington, Belmont, Burlington, Cambridge, Everett, Malden, Melrose, Reading, Somerville, Stoneham, Wakefield, Winchester, Winthrop and Woburn); NORFOLK (With the exception of Brookline, Dedham, and Milton)

Laborers:

GROUP 1.....................$ 33.25 22.92

GROUP 2.....................$ 33.50 22.92

GROUP 3.....................$ 34.00 22.92

GROUP 4.....................$ 34.25 22.92

GROUP 5.....................$ 21.50 22.92

GROUP 6.....................$ 34.25 22.92

LABORERS CLASSIFICATIONS

GROUP 1: Laborers; carpenter tenders; cement finisher tenders

GROUP 2: Asphalt raker; fence and guard rail erector; laser beam operator; mason tender; pipelayer; pneumatic drill operator; pneumatic tool operator; wagon drillperator

GROUP 3: Air track operator; block paver; rammer; curb setter; hydraulic & similar self powere drills

GROUP 4: Blaster; powderman

GROUP 5: Flagger

GROUP 6: Asbestos Abatement; Toxic and Hazardous Waste Laborers

LABO0022‐013 06/01/2018

Rates Fringes

Laborers:

(FREE AIR OPERATION):

SHIELD DRIVEN AND LINER

PLATE IN FREE AIR)

GROUP 1....................$ 39.40 21.80+a GROUP 2....................$ 39.40 21.80+a

(OPEN AIR CASSONS,

UNDERPINNING AND TEST

BORING INDUSTRIES):

TEST BORING & WELL DRILLING

Driller....................$ 39.35 24.30+A Laborer....................$ 37.95 24.30+A

(OPEN AIR CASSONS,

UNDERPINNING AND TEST

BORING INDUSTRIES):

OPEN AIR CASSON,

UNDERPINNING WORK & BORING

CREW

Bottom man.................$ 39.10 24.30+A Laborers; Top man..........$ 37.95 24.30+A

(TUNNELS, CAISSON &

CYLINDER WORK IN

COMPRESSED AIR)

GROUP 1....................$ 39.75 24.70+a

GROUP 2....................$ 42.30 24.70+a GROUP 3....................$ 42.30 24.70+a GROUP 4....................$ 42.30 24.70+a GROUP 5....................$ 42.30 24.70+a GROUP 6....................$ 44.30 24.70+a

CLEANING CONCRETE AND

CAULKING TUNNEL (Both New & Existing) GROUP 1....................$ 39.40 21.80+a GROUP 2....................$ 39.40 21.80+a

ROCK SHAFT, CONCRETE

LINING OF SAME AND TUNNEL

IN FREE AIR

GROUP 1....................$ 36.85 21.80+a GROUP 2....................$ 39.40 21.80+a GROUP 3....................$ 39.40 21.80+a GROUP 4....................$ 39.40 21.80+a GROUP 5....................$ 41.40 21.80+a

LABORERS CLASSIFICATIONS for TUNNELS, CAISSON & CYLINDER WORK

IN COMPRESSED AIR

GROUP 1: Powder watchman; Top man on iron bolt; change house attendant

GROUP 2: Brakeman; trackman; groutman; tunnel laborer;

outside lock tender; lock tender; guage tender

GROUP 3: Motorman, miner

GROUP 4: Blaster

GROUP 5: Mucking machine operator

GROUP 6: Hazardous Waste work within the "HOT" zone. (A premium of two dollars $2.00 per hour over the basic wage rate.

LABORERS CLASSIFICATIONS for (FREE AIR OPERATION): SHIELD

DRIVEN AND LINER PLATE IN FREE AIR

GROUP 1: Miner; miner welder; conveyor operator; motorman;

mucking machine operator; nozzle man; grout man‐; pumps, shaft and tunnel steel and rodman; shield and erector arm operators, mole nipper, outside motorman, burner, TBM operator, safety miner; laborer topside; heading motormen;

erecting operators; top signal men

GROUP 2: Brakeman; trackman

LABORERS CLASSIFICATIONS FOR CLEANING CONCRETE AND CAULKING

TUNNEL (Both New & Existing)

GROUP 1: Concrete workers; strippers and form movers (wood & steel), cement finisher

GROUP 2: Form erector (wood & steel and all accessories)

LABORERS CLASSIFICATIONS for ROCK SHAFT, CONCRETE LINING OF

SAME AND TUNNE IN FREE AIR

GROUP 1: Change house attendants

GROUP 2: Laborers, topside, bottom men (when heading is 50

ft. from shaft) and all other laborers

GROUP 3: Brakeman; trackman; tunnel laborers; shaft laborers

GROUP 4: Miner; cage tender; bellman

GROUP 5: Hazardous Waste work within the "HOT" zone. (A premium of two dollars $2.00 per hour over the basic wage rate)

FOOTNOTE FOR LABORERS:

A. PAID HOLIDAYS: New Year's Day, Washington's Birthday, Patriot's Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, and Christmas Day

LABO1421‐001 06/01/2018

WRECKING LABORERS:

Laborers: (Wrecking) Group 1.....................$ 38.15 24.10 Group 2.....................$ 38.90 24.10 Group 3.....................$ 39.15 24.10 Group 4.....................$ 34.15 24.10 Group 5.....................$ 37.25 24.10 Group 6.....................$ 38.15 24.10

Group 1: Adzeman, Wrecking Laborer.

Group 2: Burners, Jackhammers.

Group 3: Small Backhoes, Loaders on tracks, Bobcat Type Loaders, Hydraulic "Brock" Type Hammer Operators, Concrete Cutting Saws.

Group 4: Yardman (Salvage Yard Only).

Group 5: Yardman, Burners, Sawyers.

Group 6: Asbestos, Lead Paint, Toxic and Hazardous Waste.

PAIN0035‐001 01/01/2019

BARNSTABLE BRISTOL; DUKES; ESSEX; NANTUCKET; PLYMOUTH

(Remainder of NORFOLK; MIDDLESEX AND SUFFOLK COUNTIES)

PAINTER

NEW CONSTRUCTION:

Bridge.....................$ 50.36 30.25 Brush, Taper...............$ 39.86 30.25 Spray, Sandblast...........$ 41.26 30.25

REPAINT:

Bridge.....................$ 50.36 30.25 Brush, Taper...............$ 37.92 30.25 Spray, Sandblast...........$ 39.32 30.25

PAIN0035‐015 01/01/2019

MIDDLESEX (Cambridge, Everett, Malden, Medford, Sommerville) SUFFOLK COUNTY (Boston, Chelsea) NORFOLK COUNTY (Brookline)

PAINTER

NEW CONSTRUCTION:

Brush, Taper...............$ 45.65 30.25

Spray, Sandblast...........$ 47.05 30.25

REPAINT:

Bridge.....................$ 50.36 30.25 Brush, Taper...............$ 43.71 30.25 Spray, Sandblast...........$ 45.11 30.25

PLAS0534‐001 01/01/2018

ESSEX; MIDDLESEX; NORFOLK AND SUFFOLK COUNTY

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 40.00 36.06

PLUM0004‐001 09/01/2018

MIDDLESEX (Ashby, Ayer‐West of Greenville branch of Boston and Maine Railroad, Ft. Devens, Groton, Shirley, Townsend)

Plumbers and Pipefitters.........$ 44.26 25.91

PLUM0012‐001 09/01/2018

ESSEX (Ames, Andover, Beverly, Boxford, Byfield, Danvers, Essex, Georgetown, Gloucester, Groveland, Hamilton, Haverhill, Ipswich, Lawrence,Manchester, Marblehead, Merrimac, Methuem, Middleton,…