Solicitation_W912WJ-16-Q-0120.pdf

CAPE COD CANAL

JOHN MACPHERSON

PO BOX 1555 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

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

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ-16-Q-0120 07-Apr-2016 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)

18-Apr-2016(Date)

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

978-318-8195ERIN E BRADLEY

(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

W912WJ-16-Q-0120

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job CCC Walkway and Park Equipment

FFP

The contractor shall furnish all equipment, materials and labor to install a concrete walkway, railings, new benches, picnic tables, bike rack and waste receptacles, in accordance with the attached Scope of Work.

FOB: Destination

NET AMT

ADDITIONAL INFORMATION

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

52.236‐27 FOR ADDITIONAL INFORMATION. Offerors are notified that the basis for award is price alone.

*PLEASE DIRECT QUESTIONS TO ERIN E. BRADLEY AT (978) 318‐8195 or erin.e.bradley@usace.army.mil. ANY INFORMATION RECEIVED AT THE SITE VISIT WHICH

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

BRADLEY. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE GOVERNING DOCUMENT

IN ALL CASES.

** QUOTES CAN BE FAXED OR E‐MAILED TO ERIN E. BRADLEY AT (978) 318‐8207 or erin.e.bradley@usace.army.mil. E‐mail is the preferred method.

NOTE 1: In accordance with FAR Part 28.102‐1(b)(1), 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 name and credentials/qualifications:

2. Contractors must be registered in the System for Awards Management (SAM) database (www.SAM.gov) to receive an award. (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.

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. SAM.gov registration does not have to be “active” to be able to submit a quote. However, contractors must have an active record before a contract award can be made. If SAM.gov registration is not completed in a timely fashion in accordance with the SAM.gov timelines, the Government reserves the right to disqualify the quote in accordance with FAR 52.204‐7(d).

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 upon award. The APP must be accepted by the Government Designated Authority prior to the preconstruction conference.

Section C - Descriptions and Specifications

SCOPE OF WORK

CONCRETE WALKWAY AND PARK EQUIPMENT

U.S. ARMY CORPS OF ENGINEERS

CAPE COD CANAL

SANDWICH, MA

Scope of Work February 2016

I. General

1. Scope of work

Furnish all equipment, materials and labor to install a concrete walkway, railings, new benches, picnic tables, bike rack and waste receptacles at the Cape Cod Canal Project.

2. Location The work area is located on federal property at a recreation area of the Cape Cod Canal Project. The work area is located at the north end of Freezer Road in Sandwich, Ma 02563.

3. Site Visit

The work area is accessible to the general public. If needed, contact the Technical Point of Contact to arrange a site visit. The Technical Point of Contact for the project is John MacPherson Phone 978-318-8176 or email John.C.MacPherson@usace.army.mil.

4. Schedule The work will be completed within 70 days from notice to proceed. The project area will be open to the contractor Monday through Saturday, 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 The contractor will comply with all pertinent provisions of the latest edition of the U.S. Army Corps of Engineers Safety and Health Requirements COE EM 385-1-1. A copy of COE EM 385-1-1 is available for reference at the project office or may be viewed at the following link http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequirementsMa nual.aspx. The contractor shall also comply with all OSHA work safety standards. The project staff can order the cessation of work at any time should the safety of employees and visitors become jeopardized.

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:

Summary:

The scope of this project includes all labor, equipment and materials required to:

a. Install a concrete walkway as shown on Exhibit 1 and described herein. The approximate area of new walkway is 6,000 square feet. Concrete is 4” thick with required 6” gravel base.

Walkway includes new 12” high reinforced concrete curb and railings installed along the bulkhead as shown on Exhibits 2 and 3.

b. Install new benches, picnic tables, waste and recycling receptacles, and bike rack as shown on Exhibit 1. Concrete pads 4” thick are included for each park feature.

Work shall be performed in accordance with this statement of work and Exhibits. Proper collection and off-site disposal of all waste materials generated is included in the scope.

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 Activity Hazard Analyses 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. Bike rack. Include product specification sheets for receptacles and fastening hardware for anchoring in concrete.

6. Railing sketches and material list. Include proposed materials for posts, chain, connectors, and anchorage.

Clean Up and Environmental Protection:

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.

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.

Granular fill material: Clean granular soil shall be used to fill any low areas along the footprint of the walkway, if needed.

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.

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. Steel rebar for concrete curb along bulkhead shall be #4 epoxy coated.

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 curb along bulkhead shall have epoxy coated #4 rebar reinforcement.

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, insects and scratches.

Benches shall be six foot length and surface mount type. Bench frame shall be powder coated steel. Seat and back shall be contoured. Two of the new benches have backs and four are backless type.

An acceptable bench is:

Alden 6 foot bench (or equal). Color-Cedar (or equal), Recycled plastic boards, surface mount. SKU- TBN-127 (or equal) bench with back. SKU-128 (or equal) backless bench.

Picnic tables:

Shall be designed for exterior locations and heavy duty service. New boards shall be recycled plastic, ultra-low maintenance, and resistant to moisture, insects and scratches. Tables shall be rectangular and six foot length. Surface mount type. Bench frame shall be 2 3/8” OD powder coated steel.

An acceptable picnic table is:

Alden 6 foot picnic table (or equal). Color-Cedar (or equal), Recycled plastic boards, surface mount. SKU- TPT -87 (or equal).

Waste and Recycling Receptacles:

Shall be designed for exterior locations and heavy duty service. Ultra-low maintenance, and resistant to moisture, insects and scratches. Receptacles shall be minimum size of 38 gallons.

Acceptable receptacles are:

Terra Sideload Double Recycling Station (or equal). Color-Panels: Caramel (G) (or equal); Trim: Black (B). 38 Gallon. Dimensions-45 x 23 x 39. SKU#140-460-038 (or equal). Curved Roof. Labels-Left side: Trash; Right side: Recycle. Restrictive commingle opening on right side (recycle) only.

Bike Rack:

Shall be corrosion resistant and designed for exterior heavy duty service. Frame shall be minimum 1 5/8” OD powder coated steel. Rack shall hold a minimum of 18 bikes.

An acceptable bike rack is:

Traditional powder coated steel frame bike rack. 18 bike double sided rack. SKU- 7ZT7079 (or equal).

Railing:

Posts shall be 4” diameter Schedule 40 Steel that are 38” tall, filled with concrete. Posts shall be fabricated with a 6” x 7” steel base plate welded to the pipe with 3/8” fillet welds. Base plates shall have holes for anchor bolts at the corners. Posts shall have typical spacing of 8’ OC. Posts shall be fabricated with a welded connection point for top rail (2” from top) and mid rail (20” from top). Welds shall be smooth, neat and professional quality. Posts shall be sand blasted to remove mill scale and cleaned in preparation for paint. Posts shall be primed and painted with good quality exterior epoxy paint. Paint shall be applied according to manufactures recommendations. Top four inches of post painted white, remainder of post painted black.

Rails shall consist of 3/8” grade 30 hot dip galvanized chain with appropriate size connection links that prevents disconnection by hand. Anchor bolts for the posts shall be ½” stainless steel that are embedded min 2.5 inches into concrete curb.

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.

Existing portable bathrooms are available for contractor use at the project site.

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.

Demolition:

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

Concrete Walkway and Pads:

Using the Exhibits for reference, the contractor shall establish the layout of the new concrete walkway and pads for park equipment (benches, picnic tables, bike rack and receptacles). The proposed layout shall be marked with stakes. Walkway shall provide a relatively flat surface with smooth transitions and appropriate pitches that allow for surface drainage. The elevation of the walkway shall generally follow the existing contour at the site. Any low spots shall be filled with granular fill material. The proposed layout shall be approved by the onsite Technical Point of Contact. The finished surface of the new concrete walkway shall transition smoothly to the edge of the paved service road.

Grass, rocks, topsoil and existing bituminous pavement material will be removed from the footprint of the walkway and each concrete pad to a sufficient depth to provide space for installation of the gravel base and concrete walkway. The existing pavement and railings adjacent to the steel sheet bulkhead shall be removed carefully such that the steel sheeting, bollards, utility pole and subsurface utilities are not damaged. 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 existing 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. A concrete curb as shown in the exhibits shall be installed where the walkway abuts the steel bulkhead. Walkway shall be pitched to allow drainage through gaps in curb. At the existing wood utility pole, concrete shall be held back to allow 12” clear space around the wood pole.

At the existing bollard location, the top surface of new concrete walkway shall transition smoothly to the concrete surrounding the bollard.

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.

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. Epoxy coated rebar shall be installed in the curb as shown on Exhibit 3.

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 and curb shall be wet cured for a minimum of three days following placement. Material such as burlap or canvas shall be laid on the surface and kept wet for the 3 days of wet curing. A water source from a building adjacent to the work area is available for contractor use. Following the 3 day wet curing period, all exposed concrete surfaces shall be membrane cured with curing compound applied according to the manufacture’s recommendations.

Railing Installation on top of concrete curb:

Railings shall be installed on top of curb as shown on Exhibits. Posts shall be securely fastened to the curb with stainless steel anchors and shimmed as needed to be plumb and solid. All anchorage and connectors shall be installed as per manufacturer’s recommendations. Chain rails shall be installed as shown on Exhibits. Chain rails shall be hot dipped galvanized 3/8” grade 30 chain cut to appropriate lengths. Connection links shall be hot dipped galv standard link connectors.

Posts shall be laid out and secured to have typical spacing of 8’ OC. Chain for top rail and mid rail shall be fastened with connection links. After fabrication, posts shall sandblasted and cleaned. Posts shall be primed and painted according to manufactures recommendations. Top four inches of post painted white, remainder of post painted black.

Bench Installation onto concrete walkway:

Benches shall be fully assembled and installed according to manufactures recommendations.

Fastening hardware for benches shall be stainless steel anchors and bolts.

Picnic Table Installation onto concrete pads:

Picnic Tables shall be fully assembled and installed according to manufactures recommendations. Concrete pad for the tables is 8’ x 8’. Tables shall be installed with a means to secure them to the concrete pad. Area around completed concrete pad should be loamed and raked smooth to allow smooth transition between grass and pad.

Receptacle Installation onto concrete pads:

Receptacles shall be fully assembled and installed according to manufactures recommendations.

Concrete pad for receptacles is 4’ x 8’. Fastening hardware for receptacles shall be stainless steel. Area around completed concrete pad should be loamed and raked smooth to allow smooth transition between grass and pad.

Bike Rack Installation onto concrete pad:

Bike rack shall be fully assembled and installed according to manufactures recommendations.

Concrete pad for bike rack is 12’ x 12’. Rack shall be secured to an eye bolt (hot dipped galvanized) embedded in the pad. Area around completed concrete pad should be loamed and raked smooth to allow smooth transition between grass and pad.

WARRANTY: For a period of one (1) year from the date of complete installation, the contractor shall provide a warranty for satisfactory performance of the park equipment installed.

The manufacturer’s standard warranties for equipment shall also be transferred to the Government. Any deficiencies shall be corrected by the contractor at their expense during the warranty period.

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

0001 80 dys. ADC 1 CAPE COD CANAL

JOHN MACPHERSON

PO BOX 1555 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8176 FOB: Destination

961306

Section H - Special Contract Requirements

SECURITY INFORMATION

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 not later than 5 calendar days after the completion of the training.

The Contractor must pre‐screen Candidates using the E‐verify Program (http://www.uscis.gov/e‐verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E‐ verify system. An initial list of verified/eligible Candidates must be provided to the Technical Point of Contact no later than 3 business days after the initial award.

WAGE DETERMINATION

General Decision Number: MA160013 04/01/2016 MA13

Superseded General Decision Number: MA20150013

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 $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the 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 $10.15 (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 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 01/22/2016 2 04/01/2016

BOIL0029-001 10/01/2009

Rates Fringes

BOILERMAKER......................$ 38.25 17.04

BRMA0001-011 09/01/2015

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..........$ 47.76 28.25

BRMA0001-012 09/01/2015

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)

Rates Fringes

BRICKLAYER.......................$ 47.76 28.25

BRMA0001-013 09/01/2015

LOWELL CHAPTER

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

Rates Fringes

BRICKLAYER.......................$ 47.76 28.25

BRMA0003-001 08/01/2015

Rates Fringes

Marble & Tile Finisher...........$ 38.08 27.55 Marble, Tile & Terrazzo Workers..........................$ 49.90 29.07

TERRAZZO FINISHER................$ 48.80 28.90

BRMA0003-003 08/01/2015

BOSTON CHAPTER

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

BRICKLAYER.......................$ 49.86 29.12

BRMA0003-011 08/01/2015

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)

Rates Fringes

Bricklayer/Cement Mason..........$ 49.86 29.12

BRMA0003-012 08/01/2015

Rates Fringes

BRICKLAYER

WALTHAM CHAPTER -

MIDDLESEX (Belmont, Burlington, Concord, Lexington, Lincoln, Stoneham, Sudbury, Waltham, Watertown, Wayland, Weston, Winchester, Woburn).........$ 49.86 29.12

BRMA0003-014 08/01/2015

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)

Rates Fringes

Bricklayer/Cement Mason..........$ 49.86 29.12

BRMA0003-025 08/01/2015

NEW BEDFORD CHAPTER

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

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

Rates Fringes

Bricklayer/Cement Mason..........$ 49.86 29.12

BRMA0003-033 08/01/2015

NEWTON CHAPTER

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

Rates Fringes

Bricklayer, Plasterer............$ 49.86 29.12

* CARP0026-003 03/01/2016

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

Rates Fringes

CARPENTER........................$ 37.10 27.12

* CARP0033-003 03/01/2016

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

COUNTIES

Rates Fringes

CARPENTER........................$ 43.92 27.57

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

Rates Fringes

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

Rates Fringes

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

CARP0056-003 08/01/2015

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

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

CARP0056-004 08/01/2015

Rates Fringes

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

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

* CARP0424-001 03/01/2016

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

Rates Fringes

CARPENTER........................$ 37.10 27.12

* CARP0624-002 03/01/2016

DUKES; NANTUCKET

Rates Fringes

CARPENTER........................$ 43.92 27.57

* CARP0624-006 03/01/2016

BARNSTABLE; BRISTOL (Except Attleboro & North Attleboro);

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

Hanover, Whitman)

Rates Fringes

CARPENTER........................$ 37.10 27.12

* CARP1121-001 10/01/2015

Rates Fringes

MILLWRIGHT.......................$ 36.79 28.38

ELEC0096-001 12/01/2015

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

Rates Fringes

ELECTRICIAN......................$ 39.37 11%+18.26

Teledata System Installer........$ 26.83 3%+20.46

ELEC0099-001 06/01/2015

BRISTOL (Attleboro, North Attleboro, Seekonk)

Rates Fringes

ELECTRICIAN......................$ 35.83 59.94%

Teledata System Installer........$ 26.87 13.72%+3.33

ELEC0103-002 09/01/2015

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)

Rates Fringes

ELECTRICIAN......................$ 45.67 29.58

ELEC0103-004 09/01/2015

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

Rates Fringes

ELECTRICIAN......................$ 45.67 29.58

ELEC0103-005 09/01/2015

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

Rates Fringes

ELECTRICIAN......................$ 45.67 29.58

* ELEC0104-001 08/30/2015

Rates Fringes

Line Construction:

Cableman....................$ 43.51 23.64+A Equipment Operator..........$ 36.98 20.67+A Groundman...................$ 23.93 9.70+A Lineman.....................$ 43.51 23.64+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 09/01/2015

BARNSTABLE, BRISTOL (Except Attleboro, North Attleboro, Seekonk); DUKES; NANTUCKET; PLYMOUTH (Except Hingham and Hull

Twps); NORFOLK (Avon, Halbrook, Randolph, Sloughton)

ELECTRICIAN......................$ 38.31 27.75%+9.85

ENGI0004-009 12/01/2015

Rates Fringes

Power equipment operators:

Group 1.....................$ 43.73 25.80+A Group 2.....................$ 43.31 25.80+A Group 3.....................$ 30.13 25.80+A Group 4.....................$ 36.34 25.80+A Group 5.....................$ 22.27 25.80+A Group 6.....................$ 26.08 25.80+A

HOURLY PREMIUM FOR BOOM LENGTHS (Including Jib):

Over 150 ft. +2.12 Over 185 ft. +3.72 Over 210 ft. +5.23 Over 250 ft. +7.92 Over 295 ft. +10.97 Over 350 ft. +12.76

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 03/16/2015

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)

Rates Fringes

IRONWORKER

AREA 1......................$ 42.11 28.67

AREA 2......................$ 37.70 28.67

IRON0007-010 03/16/2015

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

Rates Fringes

IRONWORKER.......................$ 41.81 28.67

IRON0037-002 03/16/2015

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) Rates Fringes

IRONWORKER.......................$ 33.96 23.77

LABO0022-006 06/01/2015

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.....................$ 35.10 21.20

GROUP 2.....................$ 35.35 21.20

GROUP 3.....................$ 35.85 21.20

GROUP 4.....................$ 36.10 21.20

GROUP 5.....................$ 20.50 21.20

GROUP 6.....................$ 37.10 21.20

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 06/01/2015

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) Rates Fringes

Laborers:

GROUP 1.....................$ 31.15 20.30

GROUP 2.....................$ 31.40 20.30

GROUP 3.....................$ 31.90 20.30

GROUP 4.....................$ 32.15 20.30

GROUP 5.....................$ 20.50 20.30

GROUP 6.....................$ 33.15 20.30

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 06/01/2015

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....................$ 33.70 19.85+A Laborer....................$ 32.30 19.85+A

(OPEN AIR CASSONS,

UNDERPINNING AND TEST

BORING INDUSTRIES):

OPEN AIR CASSON,

UNDERPINNING WORK & BORING

CREW

Bottom man.................$ 33.45 19.85+A Laborers; Top man..........$ 32.30 19.85+A

(TUNNELS, CAISSON &

CYLINDER WORK IN

COMPRESSED AIR)

GROUP 1....................$ 36.85 21.80+a GROUP 2....................$ 47.33 21.80+a GROUP 3....................$ 47.33 21.80+a GROUP 4....................$ 47.33 21.80+a GROUP 5....................$ 47.33 21.80+a GROUP 6....................$ 49.33 21.80+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 06/01/2015

WRECKING LABORERS:

Laborers: (Wrecking) Group 1.....................$ 35.25 21.20 Group 2.....................$ 36.00 21.20 Group 3.....................$ 36.25 21.20 Group 4.....................$ 31.25 21.20 Group 5.....................$ 34.35 21.20 Group 6.....................$ 35.25 21.20

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 01/01/2015

BARNSTABLE BRISTOL; DUKES; ESSEX; NANTUCKET; PLYMOUTH

(Remainder of NORFOLK; MIDDLESEX AND SUFFOLK COUNTIES)

Rates Fringes

Painters:

NEW CONSTRUCTION:

Bridge.....................$ 46.76 25.95 Brush, Taper...............$ 36.26 25.95 Spray, Sandblast...........$ 37.66 25.95

REPAINT:

Bridge.....................$ 46.76 25.95 Brush, Taper...............$ 34.32 25.95 Spray, Sandblast...........$ 35.72 25.95

PAIN0035-015 01/01/2015

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

Rates Fringes

Painters:

NEW CONSTRUCTION:

Brush, Taper...............$ 42.05 25.95 Spray, Sandblast...........$ 43.45 25.95

REPAINT:

Bridge.....................$ 46.76 25.95 Brush, Taper...............$ 40.11 25.95 Spray, Sandblast...........$ 41.51 25.95

PLAS0534-001 01/01/2016

ESSEX; MIDDLESEX; NORFOLK AND SUFFOLK COUNTY

CEMENT MASON/CONCRETE FINISHER...$ 38.65 33.11

PLUM0004-001 09/01/2014

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

Rates Fringes

Plumbers and Pipefitters.........$ 41.11 24.71

* PLUM0012-001 09/01/2015

ESSEX (Ames, Andover, Beverly, Boxford, Byfield, Danvers, Essex, Georgetown, Gloucester, Groveland, Hamilton, Haverhill, Ipswich, Lawrence,Manchester, Marblehead, Merrimac, Methuem, Middleton, Newbury, Newburyport, North Andover, Peabody, Rockport, Rowley, Salem, Salisbury, Topsfieild, Wenham, West Newbury) Rates Fringes

PLUMBER..........................$ 46.38 27.06

* PLUM0012-003 09/01/2015

ESSEX (Ames, Andover, Beverly, Boxford, Byfield, Danvers, Essex, Georgetown, Gloucester, Groveland, Hamilton, Haverhill, Ipswich, Lawrence, Manchester, Marblehead, Merrimac, Methuen, Middleton, Newbury, Newburyport, North Andover, Peabody, Rockport, Rowley, Salem, Salisbury, Topsfield, Wenham, West Newbury) Rates Fringes

Plumber, Pipefitter, Steamfitter......................$ 46.38 27.06

* PLUM0012-006 09/01/2015

ESSEX (Lynn, Lynnfield, Nahant, Saugus, and Swampscott);

MIDDLESEX (Acton, Arlington, Ashland, Ayer - except W. of Greenville Branch of Boston & Maine RR, Bedford, Belmont, Billerica, Boxboro, Burlington, Cambridge, Carlisle, Chelmsford, Concord, Dracut, Dunstable, Everett, Framingham, Hudson, Holliston, Hopkinton, Lexington, Lincoln, Littleton, Lowell, Malden, Marlboro, Maynard, Medford, Melrose, Natick, Newton, North Reading, Pepperell, Reading, Sherborn, Somerville, Stoneham, Stow, Sudbury, Tewksbury, Tyngsboro, Wakefield, Waltham, Watertown, Wayland, Westford, Wilmington, Winchester, Woburn); NORFOLK (Bellingham, Braintree, Brookline, Canton, Cohasset, Dedham, Dover,Foxboro, Franklin, Medfield, Medway, Millis, Milton, Needham, Norfolk, Norwood, Plainville, Quincy, Sharon, Walpole, Wellesley, Westwood, Weymouth, Wrentham); PLYMOUTH (Hingham, Hull, Scituate);

SUFFOLK

PLUMBER..........................$ 50.46 27.16

PLUM0051-005 03/01/2014

BARNSTABLE; BRISTOL; DUKES; NANTUCKET; NORFOLK (Avon, Holbrook, Randolph, Stoughton) PLYMOUTH(Remainder of County)

Rates Fringes

Plumbers and Pipefitters.........$ 35.51 27.32

* PLUM0537-001 03/01/2016

MIDDLESEX (Arlington, Cambridge, Everett, Malden, Medford, Melrose, Reading, Wakefield, Winchester and Woburn); NORFOLK (Bellingham, Braintree, Brookline, Canton Cashasset, Dedham, Foxboro, Franklin, Millis, Milton, Sharon, Walpole, Westwood, and Wrenthan); PLYMOUTH (Hingham, Hull, Scituate); ESSEX (Ames, Andover, Beverly, Boxford, Byfield, Danvers, Essex, Georgetown, Gloucester,…