Solicitation_W912WJ20Q0125.pdf

CAPE COD CANAL

JOHN MACPHERSON

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

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

W13G86019875770001

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ20Q0125 11-Aug-2020 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)

25-Aug-2020(Date)

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

AMANDA N LANE

(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

W912WJ20Q0125

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 AMANDA LANE AT (978) 318-8814 or

AMANDA.N.LANE@USACE.ARMY.MIL. ANY INFORMATION RECEIVED AT THE SITE VISIT WHICH

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

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

IN ALL CASES.

**QUOTES CAN BE E-MAILED TO AMANDA LANE AT AMANDA.N.LANE@USACE.ARMY.MIL.

NOTE 1: In accordance with FAR Part 28.101-1(c), the Contractor will NOT be required to provide a Bid Guarantee.

NOTE 2: In accordance with FAR Part 28.102-1(b), the Contractor will be required to provide the following payment protections for all construction contracts greater than $150,000.00.

(i) Payment Bond or

(ii) Irrevocable Letter of Credit and

(iii) Performance Bond

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.

A Performance Bond shall be required if the total price of the quote is greater than $150,000.00. The penal amount of the Performance 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 also be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 3: In accordance with FAR Part 28.102-1(c), the Contractor will be required to provide one of the following payment protections for all construction contracts greater than $35,000.00 but not greater than $150,000.00.

(i) Payment bond or

(ii) Irrevocable letter of credit

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

NOTE 3:

QUOTATION INSTRUCTIONS:

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

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

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

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

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

4. Provide business CAGE code: __________________________________

5. Tax Identification Number: ___________________________________

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

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

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

ALONE.

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

CONSIDERED BY THE AGENCY.

INVOICES SHALL BE SENT TO TECHNICAL POINT OF CONTACT.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Mashnee Dike Sand Berm Repairs

FFP

Contractor shall furnish all labor, equipment, materials, services and tools to perform repairs to Mashnee Dike in Bourne, MA in accordance with the Statement of Work.

FOB: Destination

MILSTRIP: W13G8601987577

PURCHASE REQUEST NUMBER: W13G86019875770001

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

MASHNEE DIKE SAND BERM REPAIRS

CAPE COD CANAL PROJECT

U.S. ARMY CORPS OF ENGINEERS

Buzzards Bay, MA Statement of Work

July 2020

I. General

1. Scope - Contractor shall furnish all labor, equipment, materials, services and tools to perform repairs to Mashnee Dike in accordance with this scope. The repair work consists of furnishing and installing 3,700 cubic yards of sand on Mashnee Dike to construct a new sand berm approximately 300 feet long that will adjoin an area of eroded sand dune. The new berm will be 25 feet wide at the top and slope down to the existing beach grade. Dimensions and slopes of the new sand berm are shown on Figures 2 and 3. Work includes furnishing and installing stone rip rap to repair an existing drainage swale. Work includes removal of existing deteriorated erosion control fencing and installation of new erosion control fencing. Work includes furnishing and installing new Cape American Beach Grass plants on the top of the new sand berm.

2. Background - Mashnee Dike is located in the Town of Bourne MA and is part of the Cape Cod Canal Project owned and operated by the U.S. Army Corps of Engineers (USACE).

Mashnee Road is a public road which traverses over the top of the dike and connects mainland Bourne to Mashnee Island. Mashnee Island has approximately 100 homes on it. Mashnee Road is the only access and egress route for Mashnee Island residents. Part of the dike has experienced severe erosion from wave action and storms. The objective of this statement of work is to define a construction project that makes an emergency repair to an area of dike that is most eroded and in danger of impacting the road. The area of repair is approximately 300 feet in length and will consist of replacing a sand berm that has been eroded over time. The sand material required for this dike repair is 3,700 cubic yards of sand.

3. Location - Mashnee Dike is located in Bourne Ma 02532. The repair area on the dike is shown on Figure 1 and is located adjacent to Mashnee Road and an existing beach. Construction activities shall not prevent vehicular access along Mashnee Road. Construction activities may restrict Mashnee Road to one lane of travel as long as drivers are properly warned. Contractor is responsible for any signs, flagmen or police details that may be required for the work. Storage space for contractor’s use is limited. No storage area at the immediate work area is available. A small storage area is available on USACE property located 0.33 miles west of the work site along Mashnee Road. This storage area is located through a gate on an access road to Hog Island. Contractor is responsible for providing adequate sanitation facilities for workers.

The work area on the dike is an environmentally sensitive area. Contractor shall inspect all equipment and materials used on the dike to prevent the release of any contaminants to the environment. Equipment may have to be removed from the work area daily. Security of equipment and materials is the contractor’s responsibility.

4. Site Visit - Mashnee Dike is visible from the public road on the dike. Contractors are encouraged to inspect field conditions prior to bidding. No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements.

Contract quoters should inspect the area to confirm the proposed layout and to evaluate trucking route for sand delivery and access for equipment onto the beach for berm work. For questions on the location contact the Technical Point of Contact (TPOC) for the project, Phoebe Chu at phone

978.318.8511 or email - Phoebe.L.Chu@usace.army.mil

5. Schedule - The period of performance will start from notice to proceed and shall be complete no later than January 25, 2021. Field work on this project shall not start prior to November 2, 2020. The contractor will commence work within 14 days from notice to proceed. The intent is that the submittals will be submitted to the TPOC for review and approval so work may begin on Nov 2, 2020.

The hours available for work are, Monday to Friday 0800 through 1700 hrs. All work must be done during these hours unless additional hours are approved by the Technical Point of Contact.

No work shall be done on weekends or Government holidays.

Contract quoters should note that the required completion date of 25 January 2021 is driven by environment conditions and may not be extended. Quoters are expected to have experience in coastal marine construction work and adequate personnel, equipment and resources to perform the work within the allowable period of performance listed herein.

6. Safety Requirements

a. General:

All work shall be conducted in accordance with the U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable OSHA, federal, state, and local safety and health requirements. A copy of EM 385-1-1 can be accessed at the project office or electronically at the following link:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1- 1.pdf Project staff reserve the right to cease work at any time should the safety of employees, Contractors, and/or the public become jeopardized.

b. Accident Prevention Plan:

The Contractor shall prepare an Accident Prevention Plan (APP) specific to the activities being performed. It shall include Activity Hazard Analyses (AHAs) as described below. A non-mandatory, fillable APP template is available upon request. However, the contractor is permitted to submit their own plan, at a minimum it must meet the requirements of EM 385-1-1, Appendix A.

A preparatory meeting shall be conducted by the prime contractor to discuss the APP contents with all effected onsite employees. The Prime Contractor is responsible for informing the subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

Weekly safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact (TPOC) upon request.

c. Activity Hazard Analysis:

An AHA shall be submitted for each major phase of work. A major phase of work is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform the 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. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

d. Emergency Response:

Emergency procedures shall be documented in the Accident Prevention Plan and will include a map with directions to the nearest hospital, emergency contact numbers, and onsite First Aid/CPR responders.

e. 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 at a minimum completed a 10 Hour OSHA training.

In addition, when emergency medical services are not accessible within 5 minutes of the work location and there are 2 or more workers onsite, at least 2 employees shall have (in-person) training in First Aid and CPR. Minimum qualifications are listed in EM 385-1-1, Section 03.A.02.c.

f. 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 to the TPOC within four (4) hours of the incident. Serious accidents as described in EM 385-1-1 Section 01.D shall be immediately reported to the TPOC. ENG Form 3394 shall be completed and submitted to the TPOC within five (5) working days of the incident.

g. COVID-19 Precautions:

As part of the APP and AHAs include site specific COVID-19 monitoring procedures which address, at a minimum, the following elements: Procedures for periodic sanitation and disinfecting of equipment, vehicles and tools in accordance with CDC guidelines. Site specific measures to practice social distancing while working on the project. Employee training on the signs, symptoms, and protection measures in accordance with CDC guidelines. A list of PPE to be used in accordance with CDC and state guidelines.

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

8. Permits – USACE is responsible for coordination with State environmental agencies to obtain approval to perform the berm repairs according this scope. The Contractor shall, without additional expense to the Government, be responsible for obtaining any other 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.

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

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

Invoices may be mailed to:

US Army Corps of Engineers Cape Cod Canal Field Office P.O. Box 1555 Buzzards Bay, MA 02532 Attn: Phoebe Chu or sent via email to Phoebe.L.Chu@usace.army.mil

II. Technical Requirements:

Part 1 General:

1. Summary - Contractor’s work and responsibility includes all job scheduling, personnel, equipment, materials, supervision, and quality control necessary to perform the repair work on Mashnee Dike within the required period of performance. The new sand berm shall be constructed of 3,700 cubic yards of clean sand with dimensions, grades and features as described by this scope.

2. Requests for Information – Questions concerning the work of this project should be directed to the Technical Point of Contact at the Cape Cod Canal Office, Phoebe Chu – Phone

978.318.8511 or email Phoebe.L.Chu@usace.army.mil.

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

a. Safety Submittal- Accident Prevention Plan with AHA’s for all fieldwork.

b. Sand Material - Name and location of supply source for sand that complies with requirements listed in Part 2 Materials. Contractors are required to submit results of a recent grain size analysis, general information and a 5 gallon sample of the proposed sand source.

c. Rock Material for drain swale - Name and location of supply source for two sizes of stone that complies with requirements listed in Part 2 Materials.

d. Fence Materials – Name of source and description of posts, slats, fasteners, wire, installation details for erosion control fence that complies with requirement listed in Part 2 Materials

e. Beach Grass - Name and location of supply source for Cape American Beach Grass that complies with requirements list in Part 2 Materials.

4. Omissions - This scope of work may not cover all specified activities, steps, and procedures required to perform the work. 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.

5. Quality Control and Quality Assurance - The contractor is responsible for the quality control of the contract work. The government has the right to perform quality assurance inspections at all times during performance of the work.

6. Receiving and Storing Materials - Storage areas for materials, equipment and dumpsters will be coordinated with the Technical Point of Contact. The contractor is responsible for protecting any stored material until it is placed in service. The contractor is responsible for receiving and unloading of delivered materials. Materials delivered to the site shall not be left obscuring vehicle traffic on Mashnee Road.

7. Clean Up - The Contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials. Upon completing work, the contractor shall remove all tools, equipment, and materials and shall clean up the job site to the satisfaction of the TPOC for the Government.

Part 2 Materials:

All materials shall be approved by the Technical Point of Contact prior to installation and be free of contaminants.

1. Sand Material - 3,700 cubic yards of sand is required. The sand shall be from a clean local commercial supplier of good quality and uniform sand materials appropriate for sand dune and beach nourishment. The sand shall be similar to the existing sand on the beach in terms of color and grain size. Results of a grain size analysis performed on the existing Mashnee Dike sand are shown on Figure 5. Sand shall be dry screened to remove stones over ¼”. The source of sand must be accepted by the Technical Point of Contact.

2. Rock material –20 cubic yards of 6” stone and 40 cubic yards of 18-24” stone is required to restore the existing drainage swale. Rock materials shall be clean and similar to the rock material used in the existing swale. 6" and 18-24" stone shall be good quality hard angular rock from a commercial supplier of stone materials.

3. Erosion Control Fence – 900 linear feet of new fence is required for the new berm. New fence shall be 4-foot high wood slat fence with 6-foot steel posts. Wood slats shall be woven together with 13-gauge galvanized wire. Wood slat is approximately 3/8" thick, 1-1/2" wide, and 48" long and cut square on both ends. Wood fence slats spaced approximately 2-1/2" apart held by 13-gauge galvanized wire with five horizontals rows of two wires each, spaced approximately 10" apart vertically. Fence held upright on 6-foot long steel T-Posts driven into the ground.

Spacing of posts and fastening of fence shall be according to the fence manufacturer’s installation instructions. Post dimensions shall be 6' T-Post at 1.25 lbs/ft.

4. Beach Grass – Freshly harvested and live beach grass to cover 7,500 square feet of new sand berm with one plant for every one square foot of berm area. Beach grass shall be Cape American Beach Grass (Ammophila Breviligulata) from a good quality commercial supplier of beach grass materials. Supplier shall have written instructions for recommended installation procedures.

Part 3 Execution:

General:

All onsite work shall be coordinated with the Technical Point of Contact prior to start. Work shall be performed in a safe manner that protects both workers and the general public from hazards and prevents the release of any contaminants to the environment. Work shall proceed with sufficient personnel and equipment to minimize impacts to the public road on the dike.

All access to the beach shall be in strict compliance with the dates and times listed in general paragraph 5 -Schedule. All beach access shall minimize disturbance to existing vegetation on the dune and avoid impacts to any nesting shore birds or other wildlife.

Work areas on the Dike shall be left neat and free of any debris. All construction work shall be done in the dry above the tide level. Tide chart information can be obtained from the Technical Point of Contact. There are existing utilities located adjacent to the work area that shall be protected during construction. The contractor shall coordinate with Dig Safe to check for and avoid utilities. Contractor shall prevent damage to the pavement of Mashnee Road from any heavy equipment and trucks. The work area shall be maintained neat and orderly with any construction debris picked up on a daily basis.

Contractor is required to perform some minor clearing, grubbing, grading and potential movement of debris encountered during sand installation work. Collection and proper off-site disposal of the existing wood slat fencing that exists in the work area on the dike is included in the scope.

Sand Installation:

Using the Figures included in this scope, the contractor shall establish the layout of the sand placement area on the dike. The sand material shall be placed, spread in 1 foot thick layers and thoroughly compacted by appropriate mechanical means. The berm shall have smooth transitions with the existing beach. The top of the berm shall be relatively smooth with a slight pitch to allow for surface drainage towards the water. The proposed layout shall be approved by the onsite Government representative.

Contractor is responsible to install a temporary access ramp from Mashnee Road onto the beach to deliver, spread and compact sand. Materials used for the temporary ramp shall be kept delineated from the existing dike materials. The location, size and any materials used for the temporary access ramp shall minimize long term impact on the existing dike and vegetation.

The Contractor is responsible to prevent any migration of access ramp materials onto the beach during rain and tidal events. Contractor shall completely remove the temporary access ramp and restore the area as it exists prior to construction.

The new sand placement area shall be approximately 300 feet in length by 46 feet in total width.

The berm shall have dimensions as shown on Figures 2 and 3. Berm shall be approximately 7.5 feet high with a width of 25 feet on top. From the top, the berm shall slope down at 1:3 slope to meet the existing beach profile. Each end of the berm will have a transition area where the dimensions of the new berm will be gradually tapered down to meet the existing beach at either end.

Trucks delivering sand to the dike should be sequenced to allow for local traffic to pass the work site on Mashnee Road. Trucks traveling west on Mashnee Road should use the access road to Hog Island to turn and reverse direction.

Contractor shall submit documentation for each truck load of sand delivered that correctly indicates the quantity of sand delivered. Documentation, at a minimum, needs to include date, time, quantity of sand, and truck #. The Contractor is responsible to confirm that the total quantity of sand delivered complies with the contract requirements.

All dike areas disturbed by the work shall be raked smooth.

Rock Installation for Drainage Swale:

There is an existing drainage swale lined with rock located in the work area that drains rainfall from Mashnee Road. This drainage swale shall remain functional during construction. The drainage swale shall be extended through the new sand berm with two layers of rock. The area adjacent to the existing swale shall be graded and compacted to form a slope. A base layer of 6” rock shall be placed 1-foot thick followed by a top layer of 18”-24” rock that is 2-foot thick. The rock shall be installed with gradual slope to provide functional drainage of water through the new sand berm.

Erosion Control Fence Installation:

The existing erosion control fencing and posts in the work area shall be removed and properly disposed. After completion of the sand berm installation, new erosion control fencing shall be installed to protect the new berm. New fence shall be 4’ high wood slat fence with 6’ long T-posts driven into the ground. The layout of new erosion control fence is shown on Figure 4. The spacing of posts and fastening of fence shall be according to the fence manufacturer’s installation instructions.

Beach Grass Installation Beach Grass plants shall be delivered, stored, handled, and planted according to the supplier’s recommendations. Plants delivered to the site shall have their root systems kept moist until they are planted and shall be planted soon after delivery. A Beach grass “plant” is defined as having 2 stems or culms. Beach grass plants shall be planted 6”-8” deep over the entire top of the new sand berm. Plants shall be spaced 12” apart in rows with spacing of rows 12” apart from each other. Spacing provides 1 plant for every 1 square foot of top of sand berm.

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 25-JAN-2021 1 CAPE COD CANAL

JOHN MACPHERSON

40 ACADEMY DRIVE

BUZZARDS BAY MA 02532-1555

978-318-8176 FOB: Destination

961306

Section H - Special Contract Requirements

SECURITY REQUIREMENTS

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

WAGE DETERMINATION

"General Decision Number: MA20200008 03/13/2020

Superseded General Decision Number: MA20190008

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 $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/03/2020 1 02/14/2020 2 02/21/2020 3 03/13/2020

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

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

CARP0056-001 08/01/2018

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....................$ 46.07 32.25

CARP0056-002 08/01/2018

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

CARP0056-003 08/01/2018

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

CARP0056-004 08/01/2018

Rates Fringes

DIVER TENDER.....................$ 46.07 32.25

DIVER............................$ 64.50 32.25

CARP0327-002 09/01/2019

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

COUNTIES

CARPENTER........................$ 49.79 29.30

CARP0339-002 09/01/2019

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........................$ 41.90 29.00

CARP0346-001 09/01/2019

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

CARPENTER........................$ 41.90 29.00

CARP0624-002 09/01/2017

DUKES; NANTUCKET

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)

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

CARP1121-001 01/06/2020

SUFFOLK COUNTY

Rates Fringes

MILLWRIGHT.......................$ 42.32 31.15

CARP1121-005 01/06/2020

BARNSTABLE, BRISTOL, DUKES, ESSEX, MIDDLESEX, NANTUCKET,

NORFOLK and PLYMOUTH COUNTIES

MILLWRIGHT.......................$ 38.47 31.15

ELEC0096-001 07/01/2019

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

ELECTRICIAN......................$ 44.07 11%+22.53

Teledata System Installer........$ 30.10 25.32

ELEC0099-001 06/01/2019

BRISTOL (Attleboro, North Attleboro, Seekonk)

Rates Fringes

ELECTRICIAN......................$ 40.40 57.24%

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

ELEC0103-002 09/01/2019

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......................$ 53.01 32.74

ELEC0103-004 09/01/2019

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

ELECTRICIAN......................$ 53.01 32.74

ELEC0103-005 09/01/2019

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

ELECTRICIAN......................$ 53.10 32.74

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 03/01/2020

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

ELECTRICIAN......................$ 42.87 31.18%+12.15

ENGI0004-009 12/01/2019

Rates Fringes

Power equipment operators:

Group 1.....................$ 48.73 29.25+a Group 2.....................$ 48.23 29.25+a Group 3.....................$ 32.47 29.25+a Group 4.....................$ 39.89 29.25+a Group 5.....................$ 23.08 29.25+a Group 6.....................$ 27.64 29.25+a

HOURLY PREMIUM FOR BOOM LENGTHS (Including Jib):

Over 150 ft. +2.18 Over 185 ft. +3.84 Over 210 ft. +5.39 Over 250 ft. +8.16 Over 295 ft. +11.29 Over 350 ft. +13.14

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 03/16/2019

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

IRONWORKER.......................$ 46.36 36.90

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:

Rates Fringes

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 07/01/2019

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.....................$ 50.66 30.90 Brush, Taper...............$ 37.92 30.25 Spray, Sandblast...........$ 39.32 30.25

PAIN0035-015 07/01/2019

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.....................$ 50.66 30.90 Brush, Taper...............$ 43.71 30.25 Spray, Sandblast...........$ 45.11 30.25

PLAS0534-001 01/01/2019

ESSEX; MIDDLESEX; NORFOLK AND SUFFOLK COUNTY

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 42.00 36.21

* PLUM0004-001 03/01/2020

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

Plumbers and Pipefitters.........$ 45.41…